Agenda packet — Sutter Creek City Council, October 20, 2025 (part 1 of 2)

City Council Meeting Agenda
Monday, October 20, 2025 at 6:00 PM
33 Church Street, Sutter Creek, CA 95685
The Agenda can be found on the City’s Website: www.cityofsuttercreek.org The City of Sutter Creek City Council Meeting will be available via Zoom and in person.

Join Zoom meeting:
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Or Dial by phone: 301 715 8592 Webinar ID: 816 8589 0182 Passcode: 186036 Unless stated otherwise on the agenda, every item on the agenda is exempt from review under the California Environmental Quality Act (“CEQA”) per CEQA Guidelines Sections 15060(c), 15061(b)(3), 15273, 15378, 15301, 15323 and/or Public Resources Code Section 21065.

1. Call to Order and Establish a Quorum for Regular Meeting

2. Pledge of Allegiance to the Flag

3. Public Forum
At this time, the public is permitted to address the City Council on items not appearing on the agenda.

Comments may not exceed 5 minutes. In accordance with State Law, however, no action or discussion may take place on any item not appearing on the posted agenda. The City Council may respond to statements made or questions asked or may request Staff to report back at a future meeting on the matter. The exceptions under which the City Council may discuss and/or take action on items not appearing on the agenda are contained in Government Code §54954.2. Public comment on any item listed below shall be limited to five minutes, unless additional time is permitted by the Mayor/Council.
1 4. City Manager’s Report
This section is an opportunity to provide Council members with a brief status update on staff activities. No action is expected to be taken by the Council.

5. Presentations
A. Tri County Wildlife Care
Presentation

6. Approval of Minutes
A. City Council Minutes of October 6, 2025
Recommendation: By motion approve minutes as presented.

B. Addendum to Minutes from September 15, 2025

7. Consent Agenda
Items listed on the consent agenda are considered routine and shall be enacted in one motion. Any item may be removed for discussion at the request of Council or the Public.

A. Amador City to Sutter Creek Multimodal Improvements
Resolution to accept plan and implement Sutter Creek portions

8. Ordinances and Public Hearing

9. Mayor and Council Member Reports
This section is to provide Council members an opportunity to present updates on their activities and to request items be placed on future agendas.

10. Administrative Agenda
A. Update on City Roadway Striping Plans
Information report for discussion and feedback
B. Update to Improvement Standards for Roadway Excavation By motion approve Resolution 25-26-** authorizing Public Works Director to execute additional provisions to the City's improvement standards
C. Discussion about City Tree Ordinance Update
Direction from Council on Updating Ordinance Chapter 13.24 D. FY25-26 Q1 Financial Update
For information and discussion

11. City Attorney’s Report
2 This section provides an opportunity for the City Attorney to report on any activities or upcoming legislation of importance to the City. No action is expected to be taken by the Council.

12. Future Agenda Items
This section provides an opportunity for Council members to request items to be added to the agenda in the future with a majority Council vote.

13. Information and Correspondence
A. September 2025 - Public Works Report
B. September 2025 - City Engineering Report
C. September 2025 - Police Department Report
D. September 2025 Planning Report
E. October 2025 - Finance Report
F. October 2025 - Expense Report
G. October 2025 - Pooled Cash Report
H. October 2025 - Treasurer's Report
I. Marketing Monthly Report - Sept 2025

14. Closed Session
A. Conference with Labor Negotiator Pursuant to Government Code Section 54957.6 Agency Negotiator: Tom DuBois, City Manager
Employee Organizations: Sutter Creek SEIU

15. Report from Closed Session

16. Adjournment
The next regularly scheduled meeting is November, 03 2025. 3 City Council Meeting Minutes
Monday, October 06, 2025 at 6:00 PM
33 Church Street, Sutter Creek, CA 95685
The Agenda can be found on the City’s Website: www.cityofsuttercreek.org The City of Sutter Creek City Council Meeting is available on YouTube at https://www.youtube.com/@CityofSutterCreek.
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1. Call to Order and Establish a Quorum for Regular Meeting

Present: Council members Riordan, Sierk, Gunselman, Swift, Feist

Absent: None
City Treasurer: Victoria Runquist
Staff: Tom DuBois - City Manager, Aaron Wolcott - City Clerk, Jim O’Connell - Chief of Police, Will Watson - Project Manager, Derek Cole - City Attorney, Mason Peters - Finance Supervisor

2. Pledge of Allegiance to the Flag

3. Public Forum
Justin Howard addressed the Council regarding routine speeding on Gopher Flat Road, a 25 mph residential area.

He stated that many families and children use the road to walk downtown or get to school and that there have been multiple near-misses. He requested the Council to authorize a speed study, install speed tables, and consider temporary radar feedback signs to improve safety. Police Chief Jim O’Connell acknowledged the issue and said they would ask officers to patrol and enforce speed limits on Gopher Flat.

Police Chief Jim O’Connell announced that Officer Daniel Rigo was selected as the Amador County Peace Officer of the Year for 2025. He highlighted Officer Rigo's work, including 733 traffic stops, 130 arrests, and 178 criminal reports in the last year, as well as his role in organizing National Night Out.

Al Bierce expressed concern that the free public greens bin at the fire station is scheduled to be removed in two months due to its reported annual cost. He asked if the City could do anything to help keep the service, which is used by many residents.

4. City Manager’s Report
4 Section 6, Item A.

City Manager Tom DuBois provided updates on some key City activities. All Inflow and Infiltration (I&I) work is finished for the year. The repaving of Sutter Hill Road is approved for next year. The striping plan and bike/pedestrian plan will be on the next meeting's agenda. A grant was submitted for the Monteverde Store, and an RFP for a new city auditor has been posted. A budget review will occur at the next council meeting.

The Henderson repair project has experienced delays due to difficulties removing an iron pipe encased in concrete. Design meetings for the new wastewater treatment plant are set to begin soon For economic development, a kickoff event for the new entrepreneurship center is scheduled for October 22nd.

The city is actively recruiting for a City Clerk. DuBois also noted the dissolution of the Amador County Recreation Agency (ACRA) and that the City is planning for next summer's pool management.

5. Presentations

6. Approval of Minutes
A. City Council Minutes of September 15, 2025
Council member Riordan requested additional information for item 7B given the importance of the wastewater treatment plant for the future of the City. The City Clerk agreed to create an addendum for that item.

Motion to approve the Minutes from September 15, 2025 by Mayor Gunselman, second by Council member Riordan.

AYES: Council members Sierk, Gunselman, Swift, Feist, Riordan ABSENT:

NOES:

MOTION CARRIED 5-0

7. Consent Agenda
None

8. Ordinances and Public Hearing
A. Appeal of Planning Commission’s Denial of the Application of Ten Fifteen LLC for a Conditional Use Permit to Use Real Property Located at 23 Main Street as a Short-Term Rental.

City Contract Planner, Erin Ventura, presented the appeal, noting the Planning Commission denied the permit because it could not make finding A, "that the proposed use of the property is desirable to the public convenience or welfare". She noted that the Commission had also discussed possible issues with other findings as well.

During the Public Hearing, eleven members of the public spoke in opposition, citing concerns that a short-term rental would disrupt the historic, residential character of Main Street, create noise, and remove a house from the long-term rental market. Multiple residents, including a member of the Planning Commission, emphasized that Main Street is a historic, residential area. They argued that allowing a short-term rental would be a commercial encroachment that would fundamentally change the character of the neighborhood. Concerns were raised about the potential for noise and parties from transient guests. One neighbor stated they were worried about the "revolving door" of different people and the potential for disruptions that are common with vacation rentals. A key point of opposition was the removal of a home from the long-term rental market. Several speakers noted the shortage of affordable long-term rentals in Sutter Creek and argued that converting a residential home into a short-term rental exacerbates this problem.
5 Section 6, Item A.

Planning Commissioner, Laura Damiani, clarified their denial largely based on preserving the historic district but included concerns regarding other findings beyond just Finding A which was in the motion. She stated that the commission felt that allowing a short-term rental was not in the best interest of the public welfare because it would negatively impact the historic nature of the neighborhood among other concerns. Planning Commissioner, Robert Trudgen expressed concern that the Planning Commission did not have clear guidance from the City on the direction of the City with regard to Short-Term Rentals and requested that the Council take this matter up in a more concise manner.

The applicant, Eric Lundgren, stated that tourism supports the local economy and that allowing guests to stay in historic homes deepens their connection to the town. He noted his family’s deep connection to the home and desire to continue to maintain the home while also contributing to the local economy.

City Council members discussed the application at length. Council members Riordan, Sierk, Feist and Swift all noted the historic nature of Main Street and felt that this element set the application apart from other short-term rental applications that have come to the City for approval in the past. There was a lengthy discussion about the findings described under City Code 18.60.040 and the concern that determining the findings was somewhat subjective. Given the historic nature of the neighborhood, opposition from neighbors, and the previous decision of the Planning Commission to deny the application, the Council ultimately decided to deny the appeal.

Motion to deny the appeal of the Planning Commission decision to deny a Conditional Use Permit to operate a Short-Term Rental at 23 Main Street based on the inability to make findings A, B, & E of City Code 18.60.040 by Council member Sierk, second by Council member Riordan.

AYES: Council members Sierk, Gunselman, Swift, Feist, Riordan ABSENT:

NOES:

MOTION CARRIED 5-0
B. Appeal of Planning Commission’s Denial of the Application of Pamela Haydnmyer for a Conditional Use Permit to Use Real Property Located at 30 Bryson Drive as a Short-Term Rental.

Contract City Planner, Erin Ventura, presented the appeal for a three-bedroom home in an R2 (multifamily) zoning district, which the Planning Commission had also denied based on Finding A.

There were no members of the public who chose to speak during the Public Hearing.

The applicant, Pam Haydnmyer, explained she built the home but now needs to care for her husband with dementia and sought the permit as an option for maintaining the home while she is away. She noted the property is adjacent to commercial buildings and has already discussed the short-term rental option with her neighbors.

Council members noted that the location was fundamentally different from the previous item, as it is in a multifamily zone near commercial properties and not within the historic district. Councilmember Riordan moved to approve the permit.

Motion to approve a Conditional Use Permit to operate a Short-term Rental at 30 Bryson Drive by Council member Riordan, second by Council member Feist.

AYES: Council members Sierk, Gunselman, Swift, Feist, Riordan ABSENT:

NOES:

MOTION CARRIED 5-0
6 Section 6, Item A.

9. Administrative Agenda
A. City Tree Ordinance
The Council agreed to move this item to a future meeting agenda.

B. Short Term Rentals
The Council discussed the need to review the City’s approach to short-term rentals. The consensus was that the City's current process for approving or denying short-term rentals is too subjective and that a clear, objective ordinance is needed.

The council agreed that a formal ordinance is necessary to provide clear guidelines for staff, the Planning Commission, and applicants. The desire is to move away from the current case-by-case, subjective decisionmaking process. The goal is to have a set of objective criteria that can be applied consistently to all applications.

To give the City time to develop a new ordinance, the Council directed staff to prepare a temporary moratorium on accepting new applications for short-term rentals. This moratorium will be brought to the Council for discussion and a vote at a November meeting. The idea is to pause new applications so that the City can focus on creating a well-thought-out ordinance without the pressure of new permit requests.

The council identified several key components that they want to see included in a new ordinance:
● Cap on the Total Number of Rentals: There was a strong consensus that there should be a limit on the total number of short-term rentals allowed in the city. This is to prevent an over-saturation of vacation rentals and to preserve the residential character of neighborhoods. ● Density Limits: In addition to an overall cap, the Council would like to establish density limits within specific neighborhoods. This would prevent any one neighborhood from having a disproportionately high concentration of short-term rentals.
● Permit Cycling and Renewal: The Council discussed the need for a process to manage the permits. This could include a system where permits are not permanently tied to a property but are instead subject to renewal. They also discussed the possibility of a lottery or a waiting list for new permits once the cap is reached.
● Differentiation Between Hosted and Non-Hosted Rentals: There was a discussion about whether the ordinance should treat hosted rentals (where the homeowner is present) differently from non-hosted rentals (where the entire home is rented out).

The immediate next step is for staff to draft a temporary moratorium for the Council to consider in November.

Following that, staff will be tasked with drafting the new short-term rental ordinance, which will then be brought to the City Council for review and approval. The Council emphasized that they want this to be a public process with ample opportunity for community input.
7 Section 6, Item A.

C. ACRA Update and Discussion
The Council received an update from City Manager Tom DuBois and Council member Sierk regarding the impending dissolution of the Amador County Recreation Agency (ACRA). The possible dissolution will require the City to find a new manager for the City pool and involves the auditing and return of development impact fees from ACRA. Council member Sierk explained that she needed direction from Council regarding how to vote on the dissolution on behalf of the City.

During public comment, Bradley Booker, from Amador Trail Stewardship, urged the Council to consider restructuring ACRA rather than dissolving it completely. He argued that the dissolution is not a done deal and should be reconsidered.

The Council determined more information is needed before providing direction on the matter.

10. Mayor and Council Member Reports
None.

11. City Attorney’s Report
None.

12. Information and Correspondence
A. Letter from Resident 1: re STR appeal
B. Letter from Resident 2: re STR appeal

13. Closed Session - the meeting was adjourned into closed session at 8:58PM A. Conference with Labor Negotiator Pursuant to Government Code Section 54957.6 Agency Negotiator: Tom DuBois, City Manager
Employee Organizations: Sutter Creek SEIU
B. Conference with Real Property Negotiators
Property: APN 044-020-109-000
Agency negotiator: City Manager and City Attorney
Negotiating parties: Sutter Creek Investment Company, LLC Under negotiation: Terms of payment and security conditions

14. Report from Closed Session
Item 13A - The item was moved to a future meeting.

Item 13B - There was no reportable action.

15. Adjournment
8 Section 6, Item A.

The meeting was adjourned at 9:30PM.

The next regularly scheduled meeting is October 20, 2025 9 Section 6, Item A.

Addendum to the Minutes of the City Council Meeting of September 15, 2025 Item 7B: Wastewater Treatment Plant Design Build Contract Council Questions and Responses
City Manager Tom DuBois presented the resolution for a design-build agreement with Schneider Electric for the new wastewater treatment plant. He highlighted this as a significant, long-term project for the city.

The initial phase of the agreement is a 240-day assessment, with a budget of $550,000. The City has engaged HydroScience to act as its "owner advocate," ensuring the City's interests are represented throughout the project.

Below is a summary of questions asked by the City Council and the responses provided by City Manager Tom DuBois, Bill Senter of HydroScience, and Moses Bchara of Schneider Electric.

Council member Swift
● Question: Who from the city will be our representative in this process, and who will be responsible for tracking the expenses to ensure we stay within our budget? ● Response from Tom DuBois: Bill Senter (HydroScience) and Tom DuBois are the primary representatives of the City. They will track all expenses related to the project. DuBois also mentioned that they are pursuing a low-interest loan through I-Bank, which may reduce the need for a traditional financial advisor, but will bring in additional expertise if necessary. ● Question: What are the staffing plans for the new plant once it is operational? ● Response from Tom DuBois: It is too early in the process to determine the exact staffing needs.

This will be a key part of the design phase. The team will evaluate the level of automation and the specific skill sets required for the new technology. The goal is to define the operational and maintenance budget during the design process to ensure the City is prepared.

Council member Riordan
● Question: What are the biggest risks to this project? ● Response from Moses of Schneider Electric: The two primary risks were identified as regulatory and funding.
○ Regulatory Risk: The most significant regulatory challenge is compliance with the Federal Emergency Management Agency (FEMA), due to the plant's location within a floodplain. This issue needs to be addressed and resolved early in the project's assessment phase.
○ Funding Risk: The other major challenge is securing the full funding package required for the entire project.
● Question: Is the FEMA issue the biggest hurdle you see? 10 Section 6, Item B.
● Response from Tom DuBois: DuBois confirmed that the FEMA issue is a critical and immediate priority. He emphasized that successfully navigating the FEMA regulations is essential for the project to move forward.
● Question: On the funding side, what are the contingencies if the I-Bank loan doesn't come through, or if it's less than we expect?
● Response from Tom DuBois: There is a multi-pronged approach to funding. The I-Bank loan is the primary target because of the favorable interest rates, but the City is also actively pursuing state and federal grants. The City has already had promising conversations with the State Water Resources Control Board, and the City is confident that it can secure the necessary funding through a combination of these sources. The City will have a much clearer picture of the funding landscape by the end of the 240-day assessment period, and will not proceed to the construction phase without having the full funding package in place.

Council member Feist
● Question: Will our current City staff be able to handle their responsibilities related to this project in addition to their regular duties?
● Response from Tom DuBois: Yes. The design-build model is specifically designed for situations like this. Schneider Electric and HydroScience will function as an "extended arm of the city," managing the day-to-day aspects of the project. This allows city staff to remain involved and provide necessary input without being overwhelmed by the additional workload. ● Question: Has our attorney looked over the contract and is our attorney comfortable with with this?
● Response from Derek Cole (City Attorney): Yes it has been reviewed and conforms with expectations.
● Question: What about the operational side once the plant is built? Will we need to hire additional staff with specialized skills to run a more modern facility? ● Response from Tom DuBois: This will be addressed during the design phase. We don't have a definitive answer yet because the technology choices we make will dictate the staffing needs. Part of this initial assessment and the subsequent design is to evaluate the level of automation and the specific skill sets required for the new plant. Our goal is to define the full operational and maintenance budget, including staffing, before we finalize the design and the GMP. This way, the Council and the City will have a complete picture of the long-term financial commitment.

Mayor Gunselman's Question
● Question: Can you explain the Guaranteed Maximum Price (GMP)? When is that price established, and what happens if the project costs exceed it? 11 Section 6, Item B.
● Response from Moses Bchara, Schneider Electric: The GMP is a firm, not-to-exceed price for the project. It is established after the 30% design milestone has been completed. The purpose of the initial 240-day assessment phase is to collaboratively define the project's scope and resolve major uncertainties (such as FEMA requirements and technology choices) to arrive at an accurate GMP. The design-build team (Schneider Electric) is responsible for any cost overruns beyond the GMP, which protects the city from unforeseen expenses.
● Question: So the $550,000 for this initial phase is part of the total project cost, correct? It's not in addition to the GMP?
● Response from Tom DuBois: That is correct. The $550,000 is part of the overall project budget and will be credited towards the final GMP.
● Question: If we get through this initial phase and we don't like the GMP, what are our options? ● Response from Moses Bchara, Schneider Electric: The GMP is developed collaboratively, so there shouldn't be any surprises. However, if the City is not satisfied with the GMP, the City would own all of the design work completed up to that point. You would be free to take that design and put it out to bid with other contractors.

Council Member Sierk's Questions
● Question: I want to echo Council Member Swift's question about who our representative is. It's crucial to have a single point of contact who can provide us with regular updates. ● Response from Tom DuBois: “That would be me. I am the project manager for the city.” DuBois assured the council that he would be the primary point of contact and would provide regular updates on the project's progress.
● Question: I am also concerned about the impact on our City staff. Can you provide more detail on how we will ensure they are not overburdened?
● Response from Bill Senter, HydroScience: Mr. Senter explained that his role as the "owner advocate" is to be the "boots on the ground" for the City. He will work closely with the designbuild team, attend all meetings, and ensure the City's interests are represented at every stage. This will free up City staff to focus on their regular duties. ● Question: Regarding the GMP, what is the process if we don't agree with the price that is presented?
● Response from Moses, Schneider Electric: The GMP is not a surprise. It is developed collaboratively with the City throughout the assessment and design phases. The city will have multiple opportunities to review the project's scope and budget and provide input. If, for some reason, an agreement on the GMP cannot be reached, the City would own the design work completed up to that point and could choose to take it out to bid with another firm. 12 Section 6, Item B.

Following this comprehensive discussion and the detailed answers provided, the council voted 5-0 to approve the resolution and enter into the contract with Schneider Electric for the initial assessment phase of the wastewater treatment plant project.
13 Section 6, Item B.

RESOLUTION 25-26-XX

A RESOLUTION OF THE CITY COUNCIL OF

THE CITY OF SUTTER CREEK APPROVING

AMADOR CITY TO SUTTER CREEK MULTIMODAL IMPROVEMENTS
WHEREAS, the cities of Amador City and Sutter Creek wish to improve safety and awareness of multi-modal travel between the two cities; and,
WHEREAS, an ad-hoc Bicycle and Pedestrian Advisory Committee (BPAC), composed of representatives from both cities has developed conceptual plans for measures to improve safety and awareness of multi-modal travel; and,
WHEREAS, the cities approved, by Resolution, the effort to identify specific measures that would support safety and awareness between the cities and have conducted a public interest Workshop to survey the Public to determine the favorability of segment improvements; and, WHEREAS, at the Workshop members of the public reviewed potential improvements identified along several segments on a route between the two cities and identified preferred improvements to each segment; and,
WHEREAS, the BPAC developed a rough plan to accompany the itemized listing of improvements for the Amador City to Sutter Creek Bicycle and Pedestrian Project, NOW, THEREFORE BE IT RESOLVED, that the City Council of Sutter Creek approves the Amador City to Sutter Creek Bicycle and Pedestrian Project Plan; and, BE IT FURTHER RESOLVED, that the City Council of Sutter Creek direct City staff to take appropriate steps to implement the portions of the plan within City boundaries that includes striping and signage..

PASSED AND ADOPTED by the City Council of the City of Sutter Creek on this Monday the 20th day of October, 2025 by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

ATTEST:
________________________________
Claire Gunselman, Mayor
__________________________________________
Mason Peters, Deputy City Clerk
14 Section 7, Item A.
18 Main St., Sutter Creek, CA 95685 • Telephone: (209)267-5647 • Fax: (209)267-1655 • TTY: 711 The City of Sutter Creek is an equal opportunity service provider and employer ______________________________________________________________________________

STAFF REPORT
TO: THE HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL MEETING DATE: OCTOBER , 2025
FROM: DAN LAFONTAINE, PUBLIC WORK DIRECTOR
SUBJECT: STRIPING PLAN UPDATE
RECOMMENDATION: Staff is presenting this update to the striping plan for information purposes.

BACKGROUND: In October 2024, Staff presented a parking plan to help increase parking while maintaining safety. The changes were broken down into five zones (Miners Bend Approach, Downtown, Spanish Street, Boston Alley, and Eureka St). During the council meeting objections were not presented.

The window of opportunity to paint outside is limited by staffing and weather (early Spring and late Fall).

Some updates were performed in late Fall of 2024, but in the spring of 2025 the opportunity to accomplish this work was not present as PW staff were busy performing updates to the Minnie Povis park. As fall comes around again, staff have another window of opportunity to update curb parking painting. Since last year, parking restrictions have been updated in the following zones; Boston Alley (South) and Eureka Street.

Boston Alley (South) - Parking was modified by redoing the red zones and marking 5 spots on the East side and 2 spots on the West side of Boston Alley.

Eureka Street - Parking was updated by putting another cover of paint over the existing red zones. Staff have installed a red zone in front of the Rosas Cocina entrance of approximately 20-feet. This addresses a safety concern of patrons of the restaurant walking out directly into a parking spot.

PROGRESS: Based on the presentation of parking changes approved in October 2024 the remaining list of changes to the parking restrictions that will change the parking curbs are listed below:

Eastside of City - Repainting of 30-feet of yellow parking restrictions in the area in front of the back entrance to Cavanas. Currently there are no markings on the ground. Staff will mark the zone with 30-feet of Yellow (with 6 feet of Red to the corner of Boston and Eureka for line of sight) to allow deliveries to Cavana’s, a thriving business in town.

Downtown - Reduction of a yellow zone from 36-feet to 16-feet and the installation of one parking space in front of Choc-O-Latte. This change will allow more downtown parking without eliminating the yellow loading zone
15 Section 10, Item A.
2 Striping plan update
18 Main St., Sutter Creek, CA 95685 • Telephone: (209)267-5647 • Fax: (209)267-1655 • TTY: 711 The City of Sutter Creek is an equal opportunity service provider and employer Spanish Street - Staff will eliminate one red curb and one yellow zone and install 2 parking spots. The changes would eliminate 16-feet of red zone and 38-feet of yellow zone and install two 20 parking spaces and extend 50 feet of red zone to 64 feet, due to the width of the road).

ADDITIONAL SPACES BEING CREATED: The remaining areas that need to be updated are Boston Alley (North), and Miners Bend Approach. The markings on Boston Alley (North) will help by defining 11 parking spots on the East side and 14 spots on the West side. The markings on Miners Bend Approach will help by defining up to 20 parallel parking spots. We hope to prioritize this work in either late Fall of 2025 and/or early spring 2026.

BIKE/PED ACTC ITEMS: ACTC has authorized funds to add a crosswalk and signage at Amelia Street and Old 49.

BUDGET: Costs for the work that has been performed has been within budget, as most of the supplies were either existing or minimally priced and within budget. Work associated with the Bike/Pedestrian items are paid for by ACTC budget.
16 Section 10, Item A.
18 Main St., Sutter Creek, CA 95685 • Telephone: (209)267-5647 • Fax: (209)267-1655 • TTY: 711 The City of Sutter Creek is an equal opportunity service provider and employer ______________________________________________________________________________

STAFF REPORT
TO: THE HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL MEETING DATE: OCTOBER 20, 2025
FROM: DAN LAFONTAINE, PUBLIC WORK DIRECTOR
SUBJECT: ADDITIONAL PROVISIONS TO THE CITY’S IMPROVEMENT

STANDARDS
RECOMMENDATION: Staff is presenting this update to the City Standards to impose a trenching moratorium and extend standard trenching limits to protect the roads of Sutter Creek. Staff recommends that the council adopt the resolution implementing these changes.

BACKGROUND: The Public and Council have told staff that updating and maintaining roads are a priority for the City. The council has recently stated that improving the roads of Sutter Creek is one of its top priorities. The Public recently passed Measure P, which added a 1% sales tax to provide monies for the construction overlay of new roads in town. The average lifespan of an overlay for a residential road is between 10 and 15 years.

PROPOSAL: The updated City Standards will impose a moratorium for five (5) years for newly surfaced streets. For those streets with chip seals or slurry seal coastings the moratorium shall be for three (3) years. The City engineer, may grant exceptions to the moratorium for the following situations:
● Emergency repairs
● Installation of critical infrastructure
● Facilities where other alternatives to installation are not practical or feasible ● Where no other alternative to cutting a street subject to a moratorium exists A list of streets currently under a moratorium and specific information including the date of repair and type of repair made will be listed on the City of Sutter Creek website under the Public Works Department at the following location: https://www.cityofsuttercreek.org/public-works Pavement Restoration improvement standard plan ST-16 was updated to increase the limits of each excavation. Similarly, standard plan ST-17 was updated to modify the language to remove patchwork trench restoration and encourage alternative methods of installation to minimize trenching. These updates remove ambiguity and increase the longevity of any trenching cuts.

FISCAL BENEFIT: Trench cuts in asphalt streets significantly reduce the effective lifespan of the pavement. Multiple studies estimate that utility cuts can lead to a 15 to 50% reduction in the service life of the pavement. Cuts also weaken the structure which leads to increased repairs and introduce moisture ingress which allows water to seep down into the base and sub-base layers which soften the foundation causing it to lose bearing capacity thus increasing maintenance costs to the City. The moratorium delays the timetable for these issues by 3 to 5 years.
17 Section 10, Item B.

RESOLUTION NO. ________

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SUTTER CREEK

AUTHORIZING THE PUBLIC WORKS DIRECTOR TO EXECUTE ADDITIONAL PROVISIONS TO THE CITY’S IMPROVEMENT STANDARDS REGARDING

ROADWAY EXCAVATION AND MAKING FINDINGS IN DETERMINING THAT

EXECUTION OF THESE ADDITIONAL PROVISIONS IS IN THE BEST INTEREST

OF THE CITY
WHEREAS, the City has implemented Improvement Standards (“Standards”) to provide minimum requirements for private development projects for public use and accepted by the City for maintenance or operation.

WHEREAS, the intent of these Standards is to assist developers, engineers, and contractors toward completion of improvements that will comply with City requirements.

WHEREAS, Chapter 4, Section 19 of the Caltrans Construction Manual (“Manual”) pertaining to the duties of Caltrans Division of Construction personnel establishes certain procedures for Roadway Excavations, including: (1) reviewing right-of-way agreements and environmental reports; (2) notifying the regional Underground Service Alert at least two days before excavating, pursuant to California Government Code Section 4216, “Regional Notification Center System”; (3) making a preliminary check of earthwork quantities; (4) reviewing the status of utility relocation work; (5) verifying the clear marking of features and facilities to be preserved; and (6) reviewing and verifying the contractor's submitted list of existing irrigation system deficiencies.

WHEREAS, the City finds the Standards should be supplemented with additional provisions requiring developers, engineers, and contractors to adhere to the aforementioned Roadway Excavation specifications in the Manual.

WHEREAS, the City also finds the Standards should be supplemented with an additional provision requiring developers, engineers, and contractors to obtain an encroachment permit in advance of excavation work, in accordance with Chapter 13.16 of the City of Sutter Creek Municipal Code.

WHEREAS, the City also finds the Standards should be supplemented with an additional provision placing a moratorium on excavation work for five years after completion of street surfacing, subject to limited exceptions.

WHEREAS, the City also finds the Standards should be supplemented with an additional provision requiring developers, engineers, and contractors to adhere to Caltrans’ Pavement Standard Plans and Specifications.

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Sutter Creek authorizes the Public Works Director to execute additional provisions to the Standards attached as Exhibit A to this Resolution.

The foregoing resolution was duly passed and adopted at a regular meeting of the City Council of the City of Sutter Creek on the 15th day of September, 2025 by the following vote. 18 Section 10, Item B.

AYES:

NOES:

ABSTAIN:

ABSENT:

ATTEST:
____________________________________
Claire Gunselman Mayor
______________________________________
Mason Peters, City Clerk
19 Section 10, Item B.

CITY OF SUTTER CREEK
17 ST

PAVEMENT RESTORATION

PAVEMENT RESTORATION REQUIREMENTS

1. TRENCHES IN EXISTING ROADWAYS SHALL BE SAWCUT IN NEAT STRAIGHT LINES PARALLEL AND PERPENDICULAR TO THE FLOW OF TRAFFIC. TO ALLOW FOR PROPER PLACEMENT OF THE NEW PAVEMENT

RESTORATION, DAMAGED PAVEMENT ADJACENT TO SAWCUT LINES SHALL BE REMOVED SO THAT NEW PAVEMENT IS BONDED TO COMPETENT ASPHALT CONCRETE. DO NOT CONSTRUCT FINAL ASPHALT RESTORATION WITH ANGLED SIDES AND IRREGULAR SHAPES.

2. IF A PROPOSED CUT IS WITHIN 10 FEET OF AN EXISTING PATCH ORIGINALLY PERFORMED BY THE SAME AGENCY, EXTEND THE FINAL RESTORATION TO THE EXISTING PATCH.

3. IF A NEW PATCH IS DONE WITHIN THE EXISTING PATCH, THE BOUNDARIES OF THE FINAL RESTORATION FOR THE PATCHES SHALL COINCIDE.

4. IF A SECTION OF PAVEMENT IS DAMAGED DURING CONSTRUCTION, THE FAILED AREA SHALL BE REMOVED TO COMPETENT PAVEMENT AND REPAIRED.

5. LIMITS OF FINAL PAVEMENT RESTORATION TO STOP AT THE FOLLOWING LOCATIONS: CENTERLINE OF ROAD,

TRAVEL LANE LINE, BIKE LANE LINE, PARKING LANE, ISLAND CURB/GUTTER, EDGE OF ROADWAY PAVEMENT, CURB/GUTTER. NO PAVING JOINTS SHALL BE ALLOWED IN A VEHICULAR WHEEL PATH.

6. PAVEMENT SHALL BE RESTORED WITHIN FOURTEEN (14) DAYS FROM THE TIME THE TRENCH IS BACKFILLED.

FOR MINOR EXCAVATIONS SUCH AS SERVICE INSTALLATIONS, THE PAVEMENT SHALL BE RESTORED WITHIN TWO (2) WORKING DAYS FROM THE TIME THE TRENCH IS BACKFILLED.

7. WHEN ROADWAY WIDENING IS REQUIRED, THE EXISTING PAVEMENT SURFACE MUST BE GRINDED TO A MINIMUM DEPTH OF 1-1/2" AND AN OVERLAY SHALL BE REQUIRED OVER THE ENTIRE STREET SECTION.

8. PRIOR TO PLACING ASPHALT CONCRETE, THE EXISTING ASPHALT CONCRETE SHALL HAVE A VERTICAL FACE THAT IS TACK COATED. NO FEATHERING OF NEW PAVING TO EXISTING PAVING IS ALLOWED UNLESS PRIOR APPROVAL IS GIVEN BY THE CITY.

9. ASPHALT PAVEMENT SHALL BE COMPACTED TO OBTAIN A MINIMUM DRY COMPACTION OF NINETY-FIVE (95%) (ASTM 1557). THE SURFACE WILL BE SMOOTH ENOUGH SO THAT THERE IS NO IRREGULARITY GREATER THAN FIVE-SIXTEENTHS (5/16") IN TEN FEET (10') IN ANY DIRECTION.

10. STEEL PLATES SHALL BE USED TO FACILITATE TRAFFIC FLOW AND TO PROTECT EXCAVATION UNTIL FINISHED PAVEMENT IS RESTORED. STEEL PLATES USED TO BRIDGE STREET OPENINGS SHALL EXTEND A MINIMUM OF ONE (1) FOOT BEYOND THE EDGE OF TRENCH AND COUNTERSUNK FLUSH WITH THE ADJACENT PAVEMENT AND SECURED AGAINST MOVEMENT IN ANY DIRECTION.

11. ENCROACHMENT PERMITTEES SHALL BE RESPONSIBLE FOR ANY SETTLEMENT OF THEIR TRENCHES FOR A PERIOD OF ONE (1) YEAR FOLLOWING THE DATE OF FINAL REPAVING AND SHALL MAKE REPAIRS DURING THIS PERIOD AS DIRECTED BY THE CITY.

12. THE CITY MAY ALLOW HORIZONTAL DIRECTIONAL DRILLING INSTEAD OF STREET CUTS TO MINIMIZE STREET SURFACE RESTORATION.

13. PRIOR TO PAVEMENT RESTORATION WORK, THE CONTRACTOR MUST MEET WITH THE CITY ENGINEER OR PUBLIC WORKS TO CONFIRM PAVEMENT RESTORATION LIMITS.

NOTES:

SHEET 2 OF 2
20 Section 10, Item B.

CITY OF SUTTER CREEK
16 ST

PAVEMENT RESTORATION

NOT ACCEPTABLE ACCEPTABLE

AC SHOULDER

EXAMPLE A TRAVELED WAY

TRAVELED WAY CL CL
CL CL
CL CL
CL CL

TRAVELED WAY

NEW PATCH NEW PATCH

TRAVELED WAY

AC SHOULDER

TRAVELED WAY TRAVELED WAY TRAVELED WAY TRAVELED WAY

NEW PATCH

NEW PATCH NEW PATCH

NEW PATCH

EXAMPLE B

EXAMPLE C

EXAMPLE D
SHEET 1 OF 2
21 Section 10, Item B.

CITY OF SUTTER CREEK ST
TRENCH DETAIL 14
REV No.: DATE: BY:

NOTES:

SAWCUT (E)

PAVEMENT BEFORE

EXCAVATING
REPLACE A.C. TO (E) DEPTH, MIN. 3"

REFER TO PAVEMENT RESTORATION
STANDARD PLAN ST-16 36" VARIES BACKFILL WITH SAND (CLASS 1) 4"

OPTIONAL

EXCAVATION LINE
D + 12"MIN.

D + 24" MAX. D + 16"
D

METALLIC TAPE
IDENTIFYING UTILITY 36" MIN. COVER

OUTSIDE ROADWAY WITHIN ROADWAY

FOR WORK WITHIN

EXISTING ROADWAY SEE NOTE
2 3
95%
1 4
3 AND 5
1 08/22/2025 FWW
3 1 INTERMEDIATE BACKFILL (CLASS 3) MAY BE FROM NATIVE MATERIAL, NO ROCKS LARGER THAN 3 INCHES. (MAY BE EXTENDED TO SURFACE OUTSIDE ROADWAY STRUCTURAL SECTION). 2 EXCAVATE 4" BELOW PIPE AND BACKFILL WITH SAND.
3 IN EXISTING ROADWAYS, TOP AND INTERMEDIATE BACKFILL SHALL BE 2 SACK CONCRETE SLURRY (CLASS 4) IF MIN. COVER IS LESS THAN 36". IF COVER EXCEEDS 36" REMAINDER OF BACKFILL ABOVE SAND SHALL BE AGGREGATE BASE (CLASS 2). 4 PROVIDE LOCATOR WIRE NO. 10 AWG COATED SOFT DRAWN COPPER WIRE. TAPE TO PIPE EVERY 10 FEET. 5 TRENCH DETAIL IN NEW STREET IS NOT SHOWN FOR CLARITY. FOR NEW STREETS, INTERMEDIATE BACKFILL SHALL BE (CLASS 3) AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19-5, "COMPACTION" OF THE STATE STANDARD SPECIFICATIONS.
90%
90% 90%
95%
22 Section 10, Item B.
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13.14 Locate and Protect Existing Utilities
This item of work shall cover the location and protection of ALL existing underground utilities as required under Section 4215 of the Government Code as amended and Section 13.06, “Obstructions,” of these Improvement Standards.

Contractor shall locate existing utilities and pothole designated areas for location and protection of existing underground facilities within the project limits prior to start of work and as necessary to coordinate and schedule his work.

13.15 Roadway Excavation and Embankment
Roadway excavation and embankment shall conform to Section 19 “Earthwork” of the State Standard Specifications.

All roadway excavated material not suitable for backfill shall become the property of the Contractor and removed from the job site within twenty-four (24) hours. Roadway excavated material suitable for backfill may be stored on the job site for a maximum of five (5) working days. The suitable backfill material shall be stored in a location outside the public right of way, shall not occupy any more space than the encroachment permit allows and shall be completely prevented from blowing, washing, or being thrown about at all times.

Trench Excavation and Backfill shall conform to Section 15.03 "Trenches & Backfill," of the City Improvement Standards.

13.16 Encroachment Permits
Except for emergencies, encroachment permits must be taken out in advance of excavation work in accordance with Chapter 13.16 of the City Municipal Code. An emergency is considered to exist only when life or property is endangered or when an essential utility service is interrupted during weekends, holidays, or outside the hours of 8:30 a.m. and 4:30 p.m. of normal working days.

A copy of the approved encroachment permit shall be onsite at all times and available for city staff.

13.17 Moratorium
Permission to excavate in newly surfaced streets will not be granted for five years after completion of street surfacing. For those streets with chip seal or slurry seal coatings, the moratorium shall be for 3 years. Utilities shall determine alternate methods of making necessary repairs to avoid excavating in newly resurfaced streets. Exceptions to the above are as follows:
emergency which endangers life or property, interruption of essential utility service, work that is mandated by City, State or Federal legislation.

The city engineer may grant exemptions to the moratorium for emergency repairs and/or for the installation of critical infrastructure and/or facilities where other alternatives to installation are not practical or feasible, or for the installation of needed critical infrastructure or facilities (including but not limited to communications infrastructure) where no other alternatives to cutting a street subject to a moratorium exist. When granting exceptions, the city engineer may 23 Section 10, Item B.
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impose reasonable conditions, including requirements that installation occur utilizing methods such as directional drilling which have a lesser impact, to ensure the rapid and complete pavement restoration.

A list of streets currently under a moratorium and specific information including the date of repair and type of repair will be listed on the City of Sutter Creek website under the Public Works Department, which can be accessed at the following location:
https://www.cityofsuttercreek.org/public-works

13.18 Pavement Restoration
Pavement restoration shall be in accordance with the improvement standard plans ST-16 & ST17 and the State Standard Specifications. 24 Section 10, Item B.
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15.00 CONSTRUCTION STANDARDS - STORM DRAIN

15.01 Storm Drain Pipe
Storm drain pipe shall conform to the provisions in Section 64, "Plastic Pipe" of the State Standard Specifications. Storm drain pipe shall be SDR 35. All piping shall be backfilled in accordance with Section 15.04 of these Improvement Standards.

Backfill material shall conform to Section 18.00, Standard Details. Pavement restoration shall conform to improvement standard plans ST-16 & ST-17.

15.02 Installation
Pipe shall be laid in strict conformity with the prescribed alignment and grade specified in the plans and these Improvement Standards, or as directed by the City Engineer. Before any length of pipe is laid, it shall be carefully inspected for defects. No pipe or other material that shows defect shall be placed. Pipe laying shall proceed upgrade with the bell ends of the pipe placed upstream. Each section of pipe shall be laid in such a manner as to form a water tight concentric joint with the adjoining pipe. The interior of the pipe shall be kept clear of all dirt and debris during construction.

All pipe laying and joining, including the maximum deflection of joints in curved alignment shall be in accordance with the pipe manufacturer's specifications and as directed by the City Engineer.

Small diameter storm drain connections to 36" diameter storm drain shall be in accordance with 36" diameter pipe manufacturer’s recommendations and shall be water tight. No protrusion into large diameter pipe will be allowed.

Deflection for PVC pipe after installation shall not exceed manufacturer’s recommended maximum deflection at any location. Should the installed pipe exceed manufacturer’s recommended maximum deflection, each and every length of pipe so affected shall be removed and replaced.

15.03 Trenches and Backfill
This work shall consist of performing all operations necessary to excavate earth and rock or other material, of whatever nature, including water, regardless of character and subsurface conditions, necessary to excavate trenches for pipes and appurtenances; to place backfill for structure, pipes and appurtenances and other facilities; to backfill trenches and depressions resulting from the removal of obstructions; to remove and replace unsuitable material; to construct protection dikes; and to remove unstable material and slide material which may enter trenches. All such work shall be in conformance with the approved plans and these Improvement Standards or as directed by the City Engineer. Typical trench details shall be shown on the plans.
25 Section 10, Item B.
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SECTION 02701 - ROADWAY REPAIR
PART 1: GENERAL
1-1 DESCRIPTION: The work of this section consists of the backfilling, compaction, grading and repaving of roadways damaged or destroyed or removed during the construction of project elements and appurtenances.
1-2 RELATED WORK SPECIFIED ELSEWHERE: Section 02221 - Excavation, Trenching and Backfilling; Section 02233 - Watering; Encroachment Permits. 1-3 QUALITY ASSURANCE: California Business and Transportation Agency, Department of Transportation (Cal-Trans) Standard Specifications. Reference to Cal-Trans is for the purposes of specifying material requirements and methods only.

PART 2: MATERIALS
2-1 BACKFILL UNDER ROADWAYS: Shall be selected material approved by the Engineer and shall be free of humus, organic material and deleterious material. 2-2 AGGREGATE BASE COURSE: Shall comply with Standard Specifications Section 26-

1.02B, Class 2 Aggregate Base and shall be 3/4 inch maximum. 2-3 PRIME COAT: Shall conform to Standard Specifications Section 93, Liquid Asphalts and shall be grade MC-70.
2-4 ASPHALTIC PAVEMENT: Shall conform to Standard Specifications Section 39, Asphaltic Concrete and shall be Type B, gradation .75 inch maximum medium. Asphalt shall be grade AR 4000. An equivalent cold mix shall be used for temporary paving.

PART 3: EXECUTION
3-1 BACKFILL: Shall be placed in accordance with Section 02221. The uppermost two feet of backfill shall be compacted to ninety-five percent (95%) of optimum density at optimum moisture content as measured in the field using AASHTO T-191, or as specified in the applicable Encroachment Permit.
3-2 AGGREGATE BASE: Shall be in accordance with Standard Specifications Section 26.

Minimum depth shall be six inches for roadways.
3-3 PRIME COAT: Shall be in accordance with Standard Specifications Section 93 and shall be applied at the rate of .50 gallons per square yard, as directed for roadways. 3-4 ASPHALTIC PAVEMENT: Pavement restoration limits shall be in accordance with improvement standard plans ST-16 & ST-17. Asphalt concrete shall be in accordance with Standard Specifications Section 39. Finished pavement shall be spread and compacted in accordance with Standard Specifications Section 39-6 and 39-7.

At end of each day's work, temporary paving shall be placed in all areas where permanent paving will be placed.
26 Section 10, Item B.
18 Main St., Sutter Creek, CA 95685 • Telephone: (209)267-5647 • Fax: (209)267-0639 • TTY: 711 The City of Sutter Creek is an equal opportunity service provider and employer

IMPROVEMENT

STANDARDS
May 2018
27 Section 10, Item B.
i

TABLE OF CONTENTS

1.00 PURPOSE........................................................................................................................................................... 1

1.01 GENERAL ......................................................................................................................................................... 1

1.02 EXCEPTIONS ..................................................................................................................................................... 1

2.00 DEFINITIONS................................................................................................................................................... 2

2.01 GENERAL ......................................................................................................................................................... 2

3.00 GENERAL REQUIREMENTS........................................................................................................................ 4

3.01 PLANS AND SPECIFICATIONS REQUIRED........................................................................................................... 4

3.02 PHASED IMPROVEMENTS.................................................................................................................................. 4

3.03 STANDARD SPECIFICATIONS............................................................................................................................. 4

3.04 PLAN SUBMITTAL............................................................................................................................................. 4

3.05 CHANGE IN PLANS DURING CONSTRUCTION .................................................................................................... 5

3.06 CONTRACTOR AND DEVELOPER RESPONSIBILITY............................................................................................. 5

3.07 MAINTENANCE GUARANTEE ............................................................................................................................ 5

4.00 CONSTRUCTION STAKING ......................................................................................................................... 7

4.01 SCOPE............................................................................................................................................................... 7

4.02 CONTROL STAKES ............................................................................................................................................ 7

4.03 REQUIRED STAKING ......................................................................................................................................... 7

4.04 CONSTRUCTION STAKE CHECKING................................................................................................................... 9

4.05 CONSTRUCTION STAKING................................................................................................................................. 9

4.06 LINES AND GRADES.......................................................................................................................................... 9

4.07 UTILITIES ......................................................................................................................................................... 9

5.00 PLAN DETAILS..............................................................................................................................................10

5.01 GENERAL .......................................................................................................................................................10

5.02 PLAN CONTENT REQUIREMENTS ....................................................................................................................10

5.03 PLAN FORMAT REQUIREMENTS......................................................................................................................12

5.04 ADDITIONAL IMPROVEMENTS TO BE SHOWN ................................................................................................. 12

5.05 SIGN AND STRIPING PLAN ..............................................................................................................................13

5.06 COMPLIANCE..................................................................................................................................................13

6.00 INSPECTION DURING CONSTRUCTION................................................................................................14

6.01 GENERAL .......................................................................................................................................................14

6.02 NOTIFICATION................................................................................................................................................14

6.03 COMPLIANCE AND RESPONSIBILITY ...............................................................................................................14

6.04 INSPECTION FEES ...........................................................................................................................................14

6.05 INSPECTION DEPOSIT......................................................................................................................................14

7.00 FINAL INSPECTION.....................................................................................................................................15

7.01 CLEAN UP ......................................................................................................................................................15

7.02 CITY ENGINEER INSPECTION ..........................................................................................................................15

8.00 "AS-BUILT" PLAN ........................................................................................................................................15

8.01 "AS-BUILT" PLAN REQUIREMENTS ................................................................................................................15

9.00 IMPROVEMENT AGREEMENTS AND SECURITY................................................................................16

9.01 IMPROVEMENT AGREEMENT ..........................................................................................................................16

9.02 IMPROVEMENT AGREEMENT SECURITY..........................................................................................................16

9.03 TERMINATION ................................................................................................................................................16

9.04 DEPOSITS AND CERTIFICATES ........................................................................................................................16

9.05 LETTER OF CREDIT.........................................................................................................................................17 28 Section 10, Item B.
ii

9.06 PERFORMANCE AND LABOR/MATERIALS BOND.............................................................................................17

9.07 SECURITY RELEASE........................................................................................................................................17

9.08 TIME EXTENSION............................................................................................................................................17

10.00 DESIGN STANDARDS - STREETS ...........................................................................................................18

10.01 GENERAL .....................................................................................................................................................18

10.02 STREET CLASSIFICATIONS............................................................................................................................18

10.03 GRADES, CROSS SLOPE, AND INTERSECTIONS ..............................................................................................18

10.04 DESIGN SPEED..............................................................................................................................................19

10.05 GEOMETRIC AND STRUCTURAL SECTIONS....................................................................................................19

10.06 TESTING OF MATERIALS...............................................................................................................................21

10.07 RIGHT OF WAY.............................................................................................................................................21

10.08 SIGNING AND BARRICADES ..........................................................................................................................21

11.00 DESIGN STANDARDS - STORM DRAINAGE........................................................................................23

11.01 GENERAL .....................................................................................................................................................23

11.02 CLASSIFICATION OF STORM DRAINS ............................................................................................................23

11.03 ALIGNMENT .................................................................................................................................................24

11.04 LINES ...........................................................................................................................................................24

11.05 EASEMENTS..................................................................................................................................................24

11.06 NATURAL DRAINAGE COURSES....................................................................................................................24

11.07 DRAINAGE STUDY........................................................................................................................................25

11.08 DRAINAGE MAP ...........................................................................................................................................25

11.09 CALCULATIONS ............................................................................................................................................25

11.10 CLOSED STORM DRAIN SYSTEMS.................................................................................................................26

11.11 OPEN CHANNELS..........................................................................................................................................27

11.12 DRAINAGE STRUCTURES ..............................................................................................................................27

12.00 DESIGN STANDARDS – SEWER SYSTEMS...........................................................................................30

12.01 INTRODUCTION.............................................................................................................................................30

12.02 REGULATORY STANDARDS...........................................................................................................................30

12.03 DESIGN PROCEDURE.....................................................................................................................................30

12.04 BENEFITING AREAS INCLUDED WITHIN PROJECT BOUNDARIES ...................................................................32

12.05 CALCULATIONS ............................................................................................................................................32

12.06 AVERAGE FLOW DETERMINATION ...............................................................................................................32

12.07 DESIGN FLOW (PEAK FLOW, OR PF).............................................................................................................33

12.08 PUMPING STATION DESIGN..........................................................................................................................33

12.09 COLLECTION SYSTEM...................................................................................................................................34

12.10 TRENCH LOADING........................................................................................................................................35

12.11 SEWER STRUCTURES ....................................................................................................................................35

12.12 SEWER SERVICES .........................................................................................................................................36

12.13 CREEK CROSSINGS .......................................................................................................................................37

12.14 FORCE MAINS ..............................................................................................................................................38

12.15 REGULATIONS RELATING TO SANITARY HAZARDS ......................................................................................38

12.16 LOCATOR WIRE............................................................................................................................................38

13.00 CONSTRUCTION STANDARDS - STREETS ..........................................................................................39

13.01 LINES AND GRADES......................................................................................................................................39

13.02 ORDER OF WORK .........................................................................................................................................39

13.03 MAINTAINING TRAFFIC ................................................................................................................................39

13.04 CONSTRUCTION AREA SIGNS .......................................................................................................................40

13.05 TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE.........................................................................................40

13.06 OBSTRUCTIONS ............................................................................................................................................40

13.07 ADJUST UTILITIES TO GRADE.......................................................................................................................41

13.08 CLEARING AND GRUBBING...........................................................................................................................41

13.09 ASPHALT CONCRETE....................................................................................................................................41 29 Section 10, Item B.
iii

13.10 PAVEMENT REINFORCING FABRIC................................................................................................................41

13.11 FOG SEAL COAT...........................................................................................................................................41

13.12 STRIPING AND PAVEMENT MARKINGS..........................................................................................................41

13.13 SUBSURFACE DRAIN.....................................................................................................................................41

13.14 LOCATE AND PROTECT EXISTING UTILITIES................................................................................................. 42

14.00 CONSTRUCTION STANDARDS - STREET LIGHTING.......................................................................43 GENERAL................................................................................................................................................................. 43

14.01 MATERIALS AND CONSTRUCTION ................................................................................................................43

14.02 FOUNDATIONS..............................................................................................................................................43

14.03 ELECTROLIER STANDARDS...........................................................................................................................44

14.04 ELECTROLIER ARM......................................................................................................................................44

14.05 CONDUIT .....................................................................................................................................................44

14.06 PULL BOXES.................................................................................................................................................45

14.07 CONDUCTORS AND WIRING..........................................................................................................................45

14.08 LUMINAIRES.................................................................................................................................................45

14.09 LAMPS .........................................................................................................................................................46

14.10 PHOTOELECTRIC CONTROL..........................................................................................................................46

14.11 SERVICE CONNECTION (NON-SOLAR POWERED LIGHTS) ............................................................................46

15.00 CONSTRUCTION STANDARDS - STORM DRAIN................................................................................47

15.01 STORM DRAIN PIPE ......................................................................................................................................47

15.02 INSTALLATION..............................................................................................................................................47

15.03 TRENCHES AND BACKFILL ...........................................................................................................................47

15.04 COMPACTION TESTING................................................................................................................................. 51

15.05 MANHOLES...................................................................................................................................................51

15.06 CONCRETE STRUCTURES ..............................................................................................................................52

15.07 MISCELLANEOUS IRON AND STEEL ..............................................................................................................52

15.10 ADJUSTING UTILITIES TO GRADE .................................................................................................................52

16.00 CONSTRUCTION STANDARDS – SANITARY SEWER .......................................................................53 SECTION 01080 - STANDARD SPECIFICATIONS............................................................................................54 SECTION 01210 - PRECONSTRUCTION CONFERENCE .................................................................................55 SECTION 01220 - PROGRESS MEETINGS.........................................................................................................56 SECTION 01300 - SUBMITTALS.........................................................................................................................57 SECTION 01380 - PRECONSTRUCTION PHOTOGRAPHS ..............................................................................58 SECTION 01500 - TEMPORARY FACILITIES ...................................................................................................59 SECTION 01560 - SPECIAL CONTROLS............................................................................................................61 SECTION 01700 - CONTRACT CLOSEOUT.......................................................................................................63 SECTION 02102 - CLEARING AND GRUBBING...............................................................................................64 SECTION 02200 - EARTHWORK ........................................................................................................................65 SECTION 02221 - EXCAVATION, TRENCHING AND BACKFILLING ..........................................................66 SECTION 02540 - EROSION CONTROL.............................................................................................................70 SECTION 02701 - ROADWAY REPAIR ..............................................................................................................73 SECTION 03306 - CONCRETE.............................................................................................................................75 SECTION 15060 - PIPE AND PIPE FITTINGS.....................................................................................................77 SECTION 154030- GRAVITY SEWERS ..............................................................................................................78

17.00 DESIGN STANDARDS - LANDSCAPING ................................................................................................83

18.00 STANDARD DETAILS: STREETS, STORM DRAIN, SEWER.............................................................84 30 Section 10, Item B.
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1.00 PURPOSE

1.01 General
It is the purpose of these Improvement Standards to provide minimum standards to be applied to improvements and private development projects to be dedicated to the public and accepted by the City for maintenance or operation, as well as improvements to be installed within existing rights of way and easements. These standards provide for coordinated development of required facilities to be used by and for the protection of the public. These standards shall apply to and regulate the design and preparation of plans for construction of streets, highways, drainage, sewerage, street lighting, water system facilities and related public improvements.

Water system design criteria has been established by the water purveyor for Sutter Creek. For specific requirements or specifications contact:

Amador Water Agency (AWA)
12800 Ridge Rd
Sutter Creek, CA 95685
(209) 223-3018
Water lines shall be sized to meet the fire flow requirements of the Sutter Creek Fire Protection District. For specific fire requirements or specifications contact:

Sutter Creek Fire Protection District
350 Hanford St.

Sutter Creek, CA 95685
(209) 267-0285

1.02 Exceptions
It is not possible to anticipate all situations that arise or to prescribe standards applicable to every development. The intent of these Standards is to assist developers, engineers, and contractors toward completion of improvements that will comply with City requirements and be accepted by City for maintenance and operation. The Planning Commission or City Council may impose project specific requirements which may supercede the requirements and standards set forth herein. Any items or situation not included in these Improvement Standards shall be designed in accordance with accepted engineering practice, the applicable Standard Plans and Standard Specifications of the State of California Department of Transportation, and shall be subject to the approval of the City Engineer.
31 Section 10, Item B.
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2.00 DEFINITIONS

2.01 General
In these Improvement Standards, the intent and meaning of the terms that are used shall be as defined in State Standard Specifications and as herein specifically noted.

CITY - Shall mean City of Sutter Creek including any special districts administered by the City Council.

CITY ENGINEER - Shall mean the Engineer authorized by the City Council to represent City or their authorized representatives including City Building Official and inspectors under direction of the City Engineer.

CONTRACTOR - Shall mean any person or persons, firm, partnership, corporation, or combination thereof, licensed to perform the type of work involved, who has entered into a contract with any person, corporation, company, special district of the City of Sutter Creek, or his or their legal representative, for the construction of any improvement or portions of any improvement within the City.

DETENTION BASIN - A facility which stores storm water for a relatively short time designed with some type of metered outlet.

DEVELOPER - Shall mean any person or persons, firm, partnership, corporation, or combination thereof, financially responsible for the work involved.

DEVELOPMENT - Shall mean single properties as well as subdivision improvement.

INFILTRATION BASIN - A facility which stores storm water for a relatively short time and is designed to direct storm water to groundwater through permeable soils or ground cover.

LABORATORY - Shall mean any testing agency or testing firm which has been approved by the City Engineer.

SITE IMPROVEMENTS - Shall mean required improvements for projects other than subdivisions.

STATE - As used in the State Standard Specifications or State Standard Drawings, shall mean City of Sutter Creek.

STATE STANDARD DRAWINGS - Shall mean the most recent Standard Drawings and Plans of the State of California Department of Transportation. 32 Section 10, Item B.
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STATE STANDARD PLANS - Shall mean the most recent volume of the State of California Standard Plans as issued by the State of California Department of Transportation.

STATE STANDARD SPECIFICATIONS - Shall mean the most recent volume of the State of California Standard Specifications as issued by the State of California Department of Transportation.

ZONING CLASSIFICATIONS - Shall mean those zones established by and as listed in the Sutter Creek Development Code.
33 Section 10, Item B.
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3.00 GENERAL REQUIREMENTS

3.01 Plans and Specifications Required
Complete plans and specifications shall be prepared by an engineer for all proposed streets, drainage facilities, sewerage, street lighting, and water distribution system improvements. All plans and specifications for improvements to be accepted for maintenance by the City shall be prepared by an Engineer of the appropriate branch of engineering covering the work submitted.

All dedications and easements necessary to accommodate all improvements shall be submitted to the City Engineer for approval and offered for dedication to the City. Possession of a complete set of City approved plans and a valid encroachment permit shall constitute the necessary permits for a Contractor to perform work in the City right of ways or easements. Engineer or his representative shall order the Contractor to cease work on any project if said Contractor does not have properly approved plans in his possession. Contractor shall be duly licensed by the State of California and shall be bonded as required to meet the requirements of the City.

3.02 Phased Improvements
Where the buildout of a development project is divided into phases, land dedications and infrastructure development will be required on a pro rata basis as each phase is developed unless the applicant negotiates an alternative phasing schedule with the City. Each phase of a phased development project shall be designed to minimize the number of instances where streets, water, sewer, storm drain and other utilities will need to be extended for future phases. It is the intent of these standards to create standalone complete phases if possible in all phased development projects.

3.03 Standard Specifications
The Standard Specifications shall be made a part of contract documents by note or reference which shall appear in the Special Provisions and in the General Notes on the plans. The note or reference shall be as follows:
"The Standard Specifications are part of the contract documents of this project and all materials and construction shall be in strict conformance with said Standard Specifications or as authorized by these plans."

3.04 Plan Submittal
Two sets of plans for subdivisions and two sets of plans for site improvements, complete and in accordance with these Improvement Standards and the Standard Specifications, shall be submitted along with any required specifications, computations, test data, and other material required by the City for approval. When the plans are initially submitted to the City, a plan check fee will be required as a deposit to initiate checking of the plans by the City. 34 Section 10, Item B.
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Any portion of the required deposit over and above the accumulated costs expended by the City on the development will be refunded to the Developer. Should there be required alterations or revisions to the plans as submitted, one copy will be returned with the required corrections marked or indicated thereon. Plans not prepared in accordance with these Improvement Standards and the Standard Specifications or plans not prepared consistent with the standards of the profession, may be returned unmarked and unapproved.

No plans will be approved nor construction authorized until such times as all appropriate City Official(s) signify approval on the plans. All changes, corrections, or additions required shall be resubmitted to the City for approval as prescribed. At such times when the plans meet the requirements of the City and the plan check and inspection fees have been paid, the plans will be signed and stamped “Approved for Construction.” The Engineer shall deliver not less than three complete sets of plans to the City Engineer. Two sets will be retained by the City.

Excepted from approval are any features of the plans that are contrary to or in conflict with any California State Law, City ordinance or resolution, generally accepted sound engineering practice, or standards of the profession; even though such errors, omissions or conflict may have been overlooked in City review of the plans.

3.05 Change in Plans During Construction
Should changes become necessary during construction, the Engineer shall resubmit "red lined" plan sheet prints for approval by the City. Necessary changes shall be clearly shown and dated on the plans. Minor changes, which do not affect the basic design or contract, may be made upon the authorization of the City Engineer. All changes shall be shown on "as-built" plans when the work is completed.

3.06 Contractor and Developer Responsibility
Contractor and Developer are directed to the Construction Safety Orders of the Division of Industrial Safety. Contractor and Developer shall conduct all work in accordance with these standards. Contractor and Developer shall be responsible for all damage arising from any failure to comply with such orders regardless of any action taken by the City or its authorized agents.

Contractor and Developer are directed to the regulatory provisions of the State Standard Specifications. City will assume no costs or liability for complying with these provisions.

3.07 Maintenance Guarantee
Developer or Contractor shall guarantee the entire work required by City to be free of defects in materials and workmanship for a period of one (1) year following the date of acceptance of work by the City. Developer or Contractor shall make, at their expense, any repairs or replacements made necessary by defects in materials and workmanship which become evident within guarantee period. The Developer or Contractor shall indemnify and save harmless the City and officers, agents, and employees of the City against and from all claims and liability arising from damage and injury due to said defects. The Developer shall cause all repairs and replacements to be made promptly upon receipt of written order from the City. Should Developer fail to have 35 Section 10, Item B.
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repairs and replacements made promptly, City shall cause the work to be done, and the surety provided therefore shall be claimed for the cost of all such work.

Maintenance guarantee shall be a surety bond or other approved security which shall be delivered to City prior to recording of a final map or other approval requested of City. Said security shall be in an approved form and executed by a surety company or companies satisfactory to City in the amount of ten percent (10%) of approved engineer’s estimate of construction costs. Security shall remain in force for the duration of the guarantee period specified. In lieu of providing security as prescribed above, the Developer may provide for the Faithful Performance Bond under agreement to remain in force until the expiration of guarantee periods.

Specific guarantees for periods longer than one (1) year may be specified due to special conditions of materials or workmanship.
36 Section 10, Item B.
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4.00 CONSTRUCTION STAKING

4.01 Scope
It is the intent of this section to define the responsibilities of the Contractor regarding the use, maintenance, and replacement of construction stakes. The Developer's Engineer or Contractor shall furnish the stakes and reference points for the improvements relative to the work and shall provide restaking as required by the City as set forth in Section 3.03.

4.02 Control Stakes
Control and reference stakes for all construction work shall be conspicuously flagged.

Contractor shall be responsible for the preservation and perpetuation of these points, marks, and stakes. When removal of a control point, mark, or stake is required by construction operations, Contractor shall notify the Developer's Engineer at least two (2) working days in advance of such operations. Developer's Engineer shall perpetuate such control points subject to approval of City Engineer.

4.03 Required Staking
The Developer's Engineer shall provide the stakes and reference marks sufficient to control the work. Staking requirements shall be not less than:

A. Street Grading
One set of slope stakes will be set at fifty (50) foot intervals and twenty-five (25) foot intervals along vertical curves. Reference stakes will be set at an appropriate offset from the top of cut or toe of fill. The top of cut or toe of fill need not be staked. The reference stake will indicate the offset to the top of cut or toe of fill and indicate the cut or fill from the reference point to the top of cut or toe of fill.

The reference stakes will indicate the cuts or fills and distances from the top of cut or toe of fill to the subgrade hinge point and centerline subgrade elevation.

At street intersections, the radius points for pavement rounding will be staked.

The elevation of the top of the stake will be established and marked on witness lath.

B. Clearing
When slope stakes are not required, clearing stakes will be set on streets and roads. Lath marked "CLEAR" will be set at fifty (50) foot intervals at the clearing limits. Lath will be oriented so the marking faces the centerline of the street or the improvement.
37 Section 10, Item B.
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C. Sewer
Sewer trunk lines will be staked on an appropriate offset from centerline at fifty (50) foot intervals on tangents and twenty-five (25) foot intervals on horizontal and vertical curves. All manholes and curve points will be staked on an appropriate offset from the sewer centerline. Stakes will indicate offset to pipe centerline and the cut to the flow line of the sewer pipe. When a flow-line grade is indicated on the plans for a sewer service, a cut to the flow line at the end of the service will be marked on the offset stake or witness lath thereto.

D. Curb and Gutter
Stakes for curb and gutter will be set no more than five (5) feet from the proposed work and at twenty-five (25) foot intervals. Subgrade and forms shall be checked and approved by the City prior to placing curb and gutter.

E. Cross Culverts
The ends of all cross culverts will be staked by an offset stake set on the prolongation of the centerline of the culvert. Offset stakes will be marked with a cut or fill to the flow line at the ends of the culverts. The final length of cross culverts shall be determined in the field at the time of staking.

F. Underground Storm Drains
Underground storm drains will be staked in the same general manner as sewer trunk lines.

G. Drain Channels
The centerline of drainage channels will be marked with lath at fifty (50) foot intervals for horizontal alignment only. When vertical alignment is noted on the plans, offset grade stakes will be set at fifty (50) foot intervals and slope stakes will be at twenty-five (25) foot intervals along vertical curves.

H. Finish Subgrade
One set of finish subgrade stakes will be set on centerline at finished subgrade at fifty (50) foot intervals on tangent and twenty-five (25) foot intervals on vertical curve by the Developer's Engineer. An additional set of stakes will be set on hinge points at finished subgrade at fifty (50) foot intervals on tangents and twenty-five (25) feet on vertical curves by Contractor and checked by Developer's Engineer. Any realignment or adjustments of stakes on hinge points will be reset and rechecked as necessary. Developer will be responsible for staking base rock 38 Section 10, Item B.
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grade from the finished subgrade once the subgrade has been accepted by the City Engineer. The method of staking shall be approved by the City Engineer.

I. Additional Stakes
Any additional stakes required by the City will be set at the Developer's expense.

4.04 Construction Stake Checking
Should occasion arise where the validity of a stake is questionable, either as to its location, offset, cut or fill marked thereon, Contractor shall notify the City Engineer and Developer's Engineer, who will check the stake or stakes in question. It shall be the Contractor's responsibility to examine the stakes before commencing operations. Any stakes found to be in error shall be reset. The Developer shall be responsible for any error in the finished work resulting from questionable or erroneous stakes.

4.05 Construction Staking
When the Developer has a registered civil engineer or licensed land surveyor, other than the engineer who prepared the plans, provide construction staking, he shall provide the City Engineer, in writing, with the name of the individual or firm one week prior to staking of the project for construction. Developer shall be responsible for providing professional engineering services for any plan change which may be required during the construction phase, and for the preparation of revised plans, and preparation of "as-built" plans upon completion of the improvements.

4.06 Lines and Grades
At all points along any grade line shown on the drawings, between the points along any grade line shown on the drawings, and between the points at which the grade elevations are given, the grades shall conform to a straight line except that grading through a vertical curve shall conform to a smooth curvilinear alignment. In any case where grade variation exists, it shall be reported to the Developer and City Engineer.

Contractor shall preserve all stakes and points set for lines, grades, or measurements of the work in their proper place until authorized to remove them by the Developer and City Engineer. All expenses incurred in replacing stakes that have been removed without proper authority shall be paid by the Contractor.

4.07 Utilities
All utilities shall be shown on the plans. The Engineer shall contact utilities early in the planning stage. Prints with the utilities approval shall be submitted to the City. All utilities must be contacted so they can properly plan their relocation work and construction of additional facilities.

Engineer shall notify the City Engineer, by letter, when all utility companies have been so notified. Utility company approved plans for underground work in city streets shall be submitted to the City Engineer for review and approval prior to start of work. Utilities shall be clearly identified as existing or proposed.
39 Section 10, Item B.
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5.00 PLAN DETAILS

5.01 General
All plans submitted to the City shall be prepared in a manner that will produce legible prints. All line work must be clear, sharp and heavy. Letters and numerals shall be 1/8 inch minimum height, well formed, and sharp. Numerals showing profile elevations shall not be bisected by station grid lines. Computer drafting shall be by clear and legible lettering acceptable to City.

5.02 Plan Content Requirements
The following requirements shall apply to all plans submitted for approval. Engineer shall prepare plans neat, accurate, and comprehensive in keeping with the standards of the profession.

Engineers are directed to Caltrans Standard Plans.

A. Title Sheet
On subdivision or improvement plans, exceeding three sheets in the set, a title sheet shall be prepared showing the entire subdivision or project complete with subdivision or assessment district limits, city limits, street names, section lines, corners, and the location within the City. (Minimum scale 1"=500'.) The title sheet shall also include an index of the sheets; Engineer's name, license number, and signature; the date and scale of the drawing; north arrow; and the block for the necessary approval of the City Engineer and other officials. A sample of the City approval block may be obtained from the City Engineer. All sheets shall be 24" x 36".

B. Layout Sheet
The layout sheet (Sheet 2) shall contain thereon the entire subdivision unit on one sheet in skeleton form showing drainage features and sewer and water lines.

Drainage pipe, sewer pipe, water lines, and other underground utilities shall each be identifiable from other underground conduits. Appurtenances such as manholes, valves, and drop inlets shall be shown in their proper location. The scale of the project shall be 1" = 100' or 1" = 200'. An index of the plan and profiles sheets shall be shown on the layout sheet.

C. Title Blocks
Each sheet within the set of drawings shall show the sheet title, sheet number, date, scale, and the Engineer's name, signature, and license number.

D. Right of Way
Right-of-way lines, the boundaries of lots fronting on the street, drainage easements, utility easements, planting easements, section lines and corners, land 40 Section 10, Item B.
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grant lines, and temporary construction easements both existing and proposed shall be shown on the plans. All right-of-way and easement lines shall be properly dimensioned.

E. Topography
All pertinent topographic features shall be shown such as street lines, curbs, sidewalks, shoulders, location and size of storm and sanitary sewer lines, high water and frequent inundation levels, water lines, gas lines, telephone conduits, other underground utilities, existing structures, houses, trees (6" and larger) and other foliage, traffic signals, street lights, pull boxes, underground electrical conduits, drainage ditches, utility poles, fire hydrants, retaining walls, masonry structures, and all other features in the area which may affect the design requirements for the area. Any tree (6" and larger) which falls within the existing or proposed right of way or easement shall be shown on the cross section when requested by the City Engineer. Permission to remove any tree (not required to be removed by construction) in the City rights of way or easements shall be obtained from the City Engineer prior to removal.

F. Contours, Elevations, and Drainage Plan
Existing contours or supporting elevation data shall be shown on all plans. The Drainage Plan, if required, shall contain contours of the subdivision unit and the immediate vicinity sufficient to indicate the perimeter of areas to be drained by each structure. Calculations supporting the design of drainage facilities shall be submitted with the drainage plan. Scale of plan shall be of sufficient size to clearly show the drainage features and the location of major structures. FEMA established 100 year floodplains shall be identified when applicable.

G. Profiles
Plans shall show the profile of all existing roadway centerlines, existing edges of pavement, existing curb and gutter flow lines, drainage ditches, storm and sanitary sewers. All profiles of proposed improvement shall state centerline elevations at fifty (50) foot intervals and rate of grades, vertical curves and other vertical alignment data. Elevations of any warped surfaces and vertical curves shall be set at twenty-five (25) foot intervals. When required by the City Engineer, the Engineer shall provide centerline profiles and cross section information beyond the limits of the proposed development to facilitate setting proper vertical alignment within the proposed improvement limits.
41 Section 10, Item B.
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H. Stationing and Orientation
The stationing on plan and profiles sheets shall read from left to right. Plans shall be so arranged that the north arrow points toward the top or upper 180 degrees of the sheet, insofar as practical.

I. Bench Marks
The bench marks and datum shall be clearly noted on the plans both as to location, description, and elevations. The datum shall be U.S.G.S., NGVD29, NAVD88 or as otherwise approved by the City Engineer.

J. Typical Sections
A typical section, setting out the structural features for each type of facility within the improvement, shall be set forth on the plans.

K. Cross Sections
Cross sections, when required, shall be included with the plans. When, in limited areas, unusual topographic features or special conditions occur that would affect the work, individual cross sections or typical sections may be shown on the pertinent plan sheet.

L. Special Notes
Special notes shall be clearly indicated and it shall be conspicuously noted on the plans that all construction work and installation shall conform to the State Standard Specifications, the City of Sutter Creek Improvement Standards, and that all work is subject to the approval of the City Engineer.

5.03 Plan Format Requirements
All improvement plans shall be prepared on plan and profile sheets, 24" x 36". Scales:

Horizontal 1" = 20', 40', or 50'; Vertical 1" = 2', 5', or 10'. Design cross sections plotted on 1" = 5' scale, taken on maximum 50' intervals shall be submitted with preliminary improvement plans or cut and fill slopes shall be shown on the plans. Cross sections shall be plotted with background grid with reference to identifiable base line or centerline.

5.04 Additional Improvements to Be Shown
Storm drainage improvements shall be shown on the street plans. Sanitary sewer and water improvements may be shown on the street plans or separately as indicated above. Street lighting shall be shown separately. Street lighting plans shall be drawn to a scale of 1" = 100' with individual lot dimensions and street dimensions shown. Location of all utilities shall be shown on the "as-built" plans.
42 Section 10, Item B.
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5.05 Sign and Striping Plan
Sign and striping plan shall be set forth on a separate plan sheet or detail sheet. Signage and striping shall be consistent with State Standard Drawings, and plan sheets shall contain references thereto.

5.06 Compliance
Plans shall be checked for compliance with these standards and all conditions of approval by the City Engineer. Plan checking deposit shall be as set forth in Section 6.05 of these standards. 43 Section 10, Item B.
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6.00 INSPECTION DURING CONSTRUCTION

6.01 General
Any improvement which is intended for future City maintenance responsibility or required by City as a condition of approval shall be constructed to City requirements and inspected during construction by the City Engineer. Each phase of construction shall be inspected and approved prior to proceeding to subsequent phases.

Inspection includes field inspection during the course of construction and materials testing of those improvements over which no other public agency or utility exercises inspection responsibility.

6.02 Notification
The Engineer shall notify the City Engineer when the Contractor first calls for grades or staking.

Any improvements constructed without inspection as provided above or any construction contrary to the orders or instructions of the City Engineer shall be deemed not in compliance with City requirements and will not be accepted by City.

6.03 Compliance and Responsibility
The City will inspect the work for ultimate compliance with the specifications but will not be responsible for the conduct of the work itself or the manner in which it is performed.

Requirements of State or Federal agencies shall be verified by appropriate agency representatives.

6.04 Inspection Fees
The applicant shall deposit an estimated fee to cover the City's actual cost of plan checking and inspection of the project. This fee may be deposited in two installments. The first installment shall be paid when plans are submitted for checking. The balance of the inspection fee shall be deposited prior to approval of the plans. All other public agency or utility fees shall be paid separately by the developer. The inspection fee deposit shall be determined in accordance with the Fee Resolution adopted by the City Council in effect at the time application is made.

6.05 Inspection Deposit
Inspection deposits shall be placed in a plan check fund and all charges for inspection, as deemed necessary by the City shall be charged against that fund. No inspection work or construction work shall be undertaken when the cost of such inspection or work exceeds the funds remaining in the account for the project.

Whenever the inspection fee deposit is exhausted, the developer shall deposit additional funds for further inspection work. When the total inspection charges are less than the deposit, the balance will be returned to the applicant after the improvements have been certified as complete by the City Engineer and all conditions of approval complied with. 44 Section 10, Item B.
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7.00 FINAL INSPECTION

7.01 Clean Up
Upon completion of any improvements which are constructed under and in conformance with these Improvement Standards and prior to requesting a final inspection, the work area shall be thoroughly cleaned of all rubbish, excess material, and all portions of the work shall be left in a neat and orderly condition.

7.02 City Engineer Inspection
Within five (5) working days after receiving a request for final inspection, the City Engineer shall inspect the work. Contractor, Engineer, and Developer will be notified in writing as to any particular defects or deficiencies to be remedied. Contractor shall proceed to correct all defects or deficiencies at the earliest possible date. At such time as the work has been completed, an inspection shall be made by the City Engineer to determine if all defects have been repaired, altered, and completed in accordance with these Improvement Standards. At such time as the City Engineer finds the work acceptable, the City Clerk will be notified and the matter scheduled for City Council approval. The Contractor, Engineer, and Developer will be notified in writing as to the date of final approval and acceptance by the City Council.

8.00 "AS-BUILT" PLAN

8.01 "As-Built" Plan Requirements
One complete set of "as-built" reproducible plans, as prescribed by the City Engineer, shall be submitted to the City Engineer prior to acceptance of the improvements.

Developer's Engineer shall keep an accurate record of all approved deviations from the plans.

These are to be utilized with the Inspector's plans for preparing a complete and accurate set of "as-built" drawings for the permanent records of the City. "As-built" plans shall be prepared by the Engineer responsible for the work. Preparation of as-built plans, complete and in accordance with these standards, shall be the responsibility of the Developer. 45 Section 10, Item B.
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9.00 IMPROVEMENT AGREEMENTS AND SECURITY

9.01 Improvement Agreement
When project improvements are not completed at the time the Final or Parcel Map is ready for approval by the City Council, the applicant shall enter into an Improvement Agreement with the City. The agreement shall require the applicant to complete all conditions of approval and improvements as shown on the approved improvement plans within the time frame set forth therein.

9.02 Improvement Agreement Security
Applicant's performance under any such agreement shall be secured by a good and sufficient instrument of surety in an amount fixed by the estimated costs of the improvement in accordance with Table II. The estimate of construction costs shall be submitted to the City Engineer for review and approval. Security for City maintained street improvements shall provide that ten percent of the secured amount be withheld by the City for a period of one year after the completion of improvements. The ten percent retention may be used by the City to correct any defects in material or workmanship which become evident in the one year period following completion.

TABLE II

AMOUNT OF AGREEMENT SECURITY

TYPE OF SECURITY PERFORMANCE
LABOR/

MATERIALS TOTAL
Bonds
Letter of Credit
Bank Deposit (1)
Deposit with City (2)
100%
100%
100%
100%
100%
50%
50%
50%
200%
150%
150%
150%
(1) Savings account assigned to City.
(2) Deposit in a trust account or a negotiable certificate of deposit with principal payable to the City upon demand.

9.03 Termination
Termination date of any security shall extend beyond the termination date of the agreement or any extension thereof. Termination date shall be subject to the requirements of the City Council.

9.04 Deposits and Certificates
Bank deposits and certificates of deposit shall be purchased or an account opened so that the principal and interest are payable to the City of Sutter Creek.

When the account or certificate is made jointly payable to the developer and the City, the developer shall submit a negotiable order of withdrawal with the bank book or an endorsed certificate.
46 Section 10, Item B.
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9.05 Letter of Credit
The letter of credit shall be extended prior to its expiration date for any extension of time requested.

9.06 Performance and Labor/Materials Bond
Performance and Labor/Materials bonds shall be for the amount set forth in Table II.

Performance and Labor/Materials bonds shall be provided by an "admitted California surety."

9.07 Security Release
Security will be released upon request of the project proponent in accordance with the terms of these standards, the Sutter Creek City Code Chapter 17.26, “Improvement Security,” and the Improvement Agreement.

9.08 Time Extension
Upon written request by the developer, no less than thirty days prior to the expiration of the agreement, an extension of time may be requested from the City. To receive approval, the developer shall have made a good faith effort to complete improvement requirements, or conditions or circumstances beyond their control such as weather conditions or litigation shall have prevented completion of the improvements. An extension of time of up to one year may be approved, provided the improvement security is adjusted where required. 47 Section 10, Item B.
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10.00 DESIGN STANDARDS - STREETS

10.01 General
The Design Standards provide the minimum standards for the design, construction and alterations for all streets, roadways, drainage, utility placement, and all appurtenances thereto.

The Design Standards shall consist of the applicable provisions in the Highway Design Manual, the State Standard Plans, and this Chapter.

The City Engineer, at his discretion, may approve or require modifications to the minimum standards for a particular development whenever it appears necessary, reasonable, and proper.

Exceptions to these standards will not be allowed unless the request is accompanied by written justification and certification by a licensed engineer that traffic safety is not compromised.

The City Engineer shall be the final authority on all questions which may arise as to the interpretation of the Design Standards. The City Engineer's decision shall be final and he shall have authority to enforce and make effective such decisions. Appeals of the City Engineer's decisions shall be in writing to the City Clerk pursuant to Sutter Creek City Code Chapter 17.31, “Appeal.”

10.02 Street Classifications
Streets shall be classified as arterial, collector, local or private streets. Street classification shall be as follows:

Arterial: A through street collecting traffic from minor and collector streets and classified in the Circulation Element of the City as an "arterial" street.

Collector: A primary street that collects traffic from local streets and is classified in the Circulation Element of the City as a "collector" street.

Local: A local street that collects traffic along its frontage.

Private: A local street not accepted for maintenance by the City.

10.03 Grades, Cross Slope, and Intersections
The criteria for road grades and cross slopes shall be as follows:

A. Minimum grade on new streets shall be 1.00 percent.

B. Minimum grade of gutter section constructed on existing street shall be 0.50 percent with approval of City Engineer.

C. Standard cross slope on new streets shall be 2.0 percent.

D. Minimum cross slope on widening shall be 1.5 percent. 48 Section 10, Item B.
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E. Maximum cross slope of the traveled way shall be 3.0 percent.

F. The roadway minimum vertical curve length allowable at the intersection of two grades shall be fifty (50) feet. Vertical curves may be omitted at intersections where the algebraic difference in grades does not exceed 2.0 percent.

G. Streets shall have a desirable maximum grade of 15 percent. Steeper grades may be authorized where justified and approved by the City Engineer. Decision of the City Engineer concerning grades in excess of 15 percent shall be based upon local conditions.

H. When two streets intersect, the minor street shall not have a grade greater than 7.0 percent for a minimum distance of forty (40) feet measured from the curb line of the intersecting street, except in unusually rough terrain, as determined by the City Engineer. The centerline of the lesser intersecting street shall meet the crown slope at the projected lip of gutter. Crown slope of the major street may be reduced to 1.0 percent within the intersection when approved by the City Engineer.

10.04 Design Speed
Streets shall be based upon design speeds as follows:

Classification Design Speed
Arterial 45 MPH
Collector 35 MPH
Local and Private 25 MPH
Cul-de-sac streets, less than 300' in length, may be designed for 15 miles per hour.

Streets with grades in excess of 5 percent intersecting highways or arterial roads shall have a minimum of thirty (30) feet "storage" area from the edge of pavement of the primary road to the beginning of vertical curves (BVC).

10.05 Geometric and Structural Sections
Geometric and structural sections for proposed improvements shall comply with the following:

A. Cross gutters will be allowed only with the specific approval of the City Engineer.

Cross gutters shall be concrete with rebar reinforcement.

B. The curve data for all centerline curves shall be computed and shown on the plans. Where unusual alignment problems exist, less than minimum curve radii may be allowed when approved by the City Engineer. Property lines radius at curb returns for intersecting streets shall be not less than twenty (20) feet. 49 Section 10, Item B.
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C. The property line radius for cul-de-sacs shall be fifty (50) feet unless otherwise specified by the City Engineer. A curve of twenty (20) foot radius shall connect the tangent and the fifty (50) foot radius curve. (See Section 18.00, Standard Details.)
D. Cut and fill slopes: Fill slopes shall be 2:1 or flatter and cut slopes shall be 2:1 or flatter depending upon the material encountered. Desired slopes are 3:1 where compatible with other project design criteria. This condition may be modified when engineering studies indicate the need for flatter slopes or when stable slopes can be maintained on steeper grades and are approved by the City Engineer.

Slope rounding shall be provided where the height of cuts or fills exceeds six (6) feet.

E. Clearing Right of Way: All trees and all brush shall be removed from the road right of way when within a distance of seven (7) feet from the edge of the paved surface of the roadway regardless of the width of the paved section. The right of way shall be cleared to a minimum of three (3) feet beyond any cut or fill slope.

At intersections, clearing may be required to the property line for a distance of 100 feet from the centerline of the intersection when deemed necessary to provide safe sight distance for approaching traffic.

Tree removal shall be consistent with Sutter Creek City Code Chapter 13.24, “Trees and Landscaping,” and may be restricted by project specific conditions.

The clearing limits of this section may be modified to comply therewith.

F. Driveways: In areas where sidehill cuts and fills exceed three (3) feet or where damage may occur to public right of way during future driveway construction, driveways shall be graded into each lot at the time of grading for the roadway.

All material from driveway construction shall be disposed of consistent with the grading plan or applicable chapter of the California Building Code.

G. Access Roads: All roads to be accepted for dedication and maintenance by the City shall be paved to the boundary of the subdivision. Private road approaches that encroach into a City maintained street shall be constructed in accordance with these standards.

H. Minimum allowable roadbed structural section shall be in accordance with Standard Detail ST-1.

I. Pavement thickness and total structural section shall be designed on the basis of resistance factor "R" determined in accordance with State of California, Department of Transportation, California R-value determination or other approved method.
50 Section 10, Item B.
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J. The thickness of various structural components shall be determined by the tables, charts, formulas, and procedures contained in Chapter 600 of the State Highway Design Manual with a factor of safety of 1.2, and shall be approved by the City Engineer.

K. The minimum traffic index used for structural section design shall be as follows:

Street Type Traffic Index
Arterial 8
Collector 6
Local 5
Cul-De-Sac 4.5
L. Where new paving meets existing paving, all low areas shall be paved as directed by City to maintain a uniform cross slope and provide required drainage improvements.

10.06 Testing of Materials
Testing of materials for compliance with these Standards shall be performed in accordance with the methods set forth in the State Standard Specifications. Signed copies of all test results required shall be submitted to the City Engineer. Test results shall show clearly the name of the individual and the firm performing the tests, as well as the name of the project, the date of sampling, and the date of testing.

The tests indicated in the State Standard Specifications will be required at locations and frequencies determined by the City Engineer.

10.07 Right of Way
Minimum right-of-way widths, to be dedicated in fee title to the City for all newly constructed streets, shall be as set forth in these Standards for the type of street under consideration. (See Section 18.00, Standard Details.) In no instance, without specific approval of the City Council, shall a street have a right-of-way width which is less than fifty (50) feet. Right-of-way requirements for widening at intersections shall be as approved by the City Engineer.

All proposed utilities (including but not limited to water, sewer, and storm drain) shall be contained within said dedicated right of way. If utilities are proposed to be installed outside of the right of way, developer shall submit sufficient documentation why the facilities must be installed in their proposed location for City approval.

10.08 Signing and Barricades
Street name signs shall be furnished and erected at all intersections. Street name signs shall conform to requirements of these Standards. Street names shall appear on plans submitted for approval.
51 Section 10, Item B.
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Where phased improvement covers a portion of the ultimate improvement and where an improved street is proposed to be extended in the future, the improvements shall include a permanent-type barricade at the end of such a street to extend completely across the right of way to serve as a warning to the public. The barricade shall be constructed, painted, and signed in accordance with the Standard Specifications and Standard Plans. Gates may be required where streets stub into areas where ingress and egress is required. 52 Section 10, Item B.
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11.00 DESIGN STANDARDS - STORM DRAINAGE

11.01 General
These standards shall serve as a guideline for drainage system design and indicate minimum design standards acceptable to the City.

Improvement projects shall be protected from inundation, flood hazard, sheet overflow, and ponding of storm water, springs, and other surface waters. The design of improvements shall be such that water accumulating within the project will be carried away from the project without injury to adjacent improvements, residential sites, or residences to be constructed on sites within the project, or to adjoining areas. Water accumulating within the project shall be carried to storm drainage facilities or to a natural water course by closed conduit or open channel, shall not exceed pre-development flows, and shall meet the design standards herein set forth.

Drainage systems within the project shall accommodate anticipated future development (consistent with the General Plan) within the drainage basin. Off-site drainage facilities shall be adequate for ultimate development of the drainage basin. Diversion of natural drainage will be allowed only within the limits of the proposed improvement. All natural drainage must enter and leave the improvement area at its original horizontal and vertical alignment unless an agreement, approved by the City, has been executed with the adjoining property owners. All concentrated drainage leaving the boundaries of an improvement area shall be connected to existing drainage ways approved by the City Engineer.

Where a subdivision is subject to flood hazard, the developer shall provide flood control works, drainage facilities, or other improvements sufficient to provide all structures or building sites, both existing and proposed, with 100-year flood protection and compliance with the Sutter Creek City Code Chapter 15.20, “Flood Plain Management.”
Street improvements shall include adequate provisions for storm drainage. Adequate storm drainage shall consist of a system of underground piping, generating self-scouring velocities and leading to a disposal point which is workable under conditions of heavy rainfall and runoff.

Special design problems involving pump stations, infiltration basins, on-site retention, or other unusual features not covered herein, will require individual study and approval. Pump stations will not be allowed except where special circumstances warrant consideration.

11.02 Classification of Storm Drains
Cross Culverts - Drainage culverts transporting runoff across roadways into open ditches or natural drainage courses.

Driveway Culverts - Drainage culverts transporting runoff across driveways.

Onsite Drainage Facilities - All surface drains and underground drainage pipe within the development.
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Offsite Drainage Facilities - Facilities required to carry storm water from the proposed project to a natural drainage course or existing conduit.

Modification of storm drain classifications may be required by special conditions. Any modification of classifications will be resolved on an individual basis by the City Engineer.

11.03 Alignment
The location of storm drainage pipelines in new streets shall be under or adjacent to the curb and gutter parallel to roadway centerline. Pipes placed under curb and gutter shall have minimum clearance of 0.5 feet between the bottom of gutter section and top of pipe.

11.04 Lines
Lines shall be as near parallel with the centerline of streets as possible. Angular changes shall not exceed 90 degrees. Open ditches, lined channels, swales, and flood plain areas shall be maintained as nearly as possible in their existing alignment. When an open ditch, other than a roadside ditch, is to be constructed parallel to an existing roadway, the ditch shall be constructed outside the proposed right of way of the ultimate street development.

11.05 Easements
Drainage conduits and channels, when not located in a public street, road or alley, or within an existing public drainage easement, shall be located in a recorded or dedicated public utility / public facility easement (PUE/PFE).

Dedications necessary for construction on private property shall be completed prior to acceptance of improvements by the City. Where a minor improvement of a drainage channel falls on adjacent property, a right of entry shall be obtained from the property owners, and a copy of the right of entry shall be submitted to the City prior to approval of the improvement plans.

Easements for closed conduits shall have a minimum width of fifteen (15) feet. The centerline of the pipe shall be not less than five (5) feet from the easement limit. Pipe may reverse sides of the easement at angle points.

Easements shall provide sufficient widths for vehicle access and working space.

For pipes exceeding 24" in diameter or trenches exceeding five (5) feet in depth, the easement shall have additional width to provide working space as required by the City Engineer.

Easements shall be provided for all ditches, culverts, and conduit systems whether constructed as newly built improvements or as rebuilt improvements and shall adequately meet the minimum width specified herein.

11.06 Natural Drainage Courses
All natural drainage courses within the boundaries of an area to be improved shall be provided with drainage easements extending the full length of the drainage courses within the improved 54 Section 10, Item B.
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area. The width of such easement shall be determined from the limit of the 100-year flood plain.

A natural drainage course is defined as an existing drainage way having specific sides and bottom, but may not have year-round flow.

11.07 Drainage Study
A drainage study consisting of calculations and a drainage map shall be submitted with all improvement plans requiring storm drain improvements. The following information shall be included in the drainage study:

A. A drainage map that depicts onsite facilities, offsite drainage adjacent to the project, and all natural water courses within the project limits.

B. All existing drainage structures shall be checked to see that sufficient capacity exists to safely pass the increased runoff.

C. Calculations as set forth in Section 11.09.

11.08 Drainage Map
A drainage map shall be submitted with each set of improvement plans and shall reflect the following criteria:

A. Must be of adequate scale and accurately and clearly show contour lines and reference to the datum.

B. All individual watershed areas shall be clearly delineated on the plan.

C. Concentrated storm flow patterns shall be delineated on the plan.

D. The quantity of water arriving at each structure, pipe or ditch from a 10-year and a 100-year frequency storm shall be calculated and shown on the plan.

E. The size, type, and location of conduit proposed.

F. Channel dimensions and water surface profile computations for 100-year storm when required.

G. Detention facility details, size, location, and discharge structure location.

11.09 Calculations
One set of drainage calculations shall be submitted with each set of improvement plans. The calculations shall be submitted by a California registered civil engineer and shall conform to standard engineering practice.
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Drainage calculations shall be checked and approved by the City Engineer. Drainage calculations may be from any accepted engineering method. The City will check flow determinations by the rational method.

Storm drains shall be designed to pass a 10-year storm with no head. The 100-year storm must be carried within drainage facility or roadways with no potential for property damage. All major structures shall be designed to pass the 100-year storm.

Runoff factors for the rational method shall be not less than the following:

Land Use Runoff Factor "C"
Rural Residential 0.50
Single Family Residential 0.50 – 0.60
Multi-Family Residential 0.60 – 0.75
Commercial and Industrial 0.75 – 0.95
Time of concentration (tc) shall be determined by accepted methods. A 10 minute minimum may be used for unsurfaced basins.

Rainfall intensities shall be in accordance with the "Rainfall Intensity Chart," (See Standard Detail SD-6) and shall be not less than:
tc i10 (in/hr) i100 (in/hr)
10 minutes 2.5 3.4

11.10 Closed Storm Drain Systems
Closed conduits shall be of cast-in-place concrete pipe, precast reinforced concrete pipe, nonreinforced concrete pipe, or smooth wall PVC pipe as set forth in the Standard Specifications.

The specific type of pipe or alternate pipes to be used in the development shall be shown on the plans and be subject to approval of the City Engineer.

The minimum pipe diameter allowable on any storm drain trunk line shall be 15 inches for onsite development. The minimum pipe diameter allowable on any drop inlet laterals shall be 12 inches and laterals shall connect directly to a manhole or other drop inlet.

The minimum velocity in closed conduits shall be 2 f.p.s. when flowing at a depth of 0.8 D, (D = pipe diameter).

Minimum cover requirements are shown on Standard Drawings. At locations where the minimum cover requirements cannot feasibly be obtained, conduit shall be backfilled with cement slurry backfill or other method of pipe protection approved by the City Engineer. 56 Section 10, Item B.
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11.11 Open Channels
Open channels shall consist of concrete-lined channels, rock slope protection lined channels, or earth channels with approved fabric liners. Open channels shall be designed to the following criteria:

Minimum Velocity - 2 f.p.s.

Maximum Velocity

1. Unlined channels - 6 f.p.s.

2. Lined channels - 10 f.p.s.

3. Paved invert channels – 8 f.p.s.

All channels with earth sides shall have freeboard of not less than 1.5 feet at design capacity for a 10-year storm. All lined channels shall have freeboard of not less than 0.5 feet at design capacity for a 100-year storm.

In existing channels, all abrupt changes in alignment or profile and all underbrush and debris, which restricts flow, shall be removed, trimmed, or otherwise improved.

All open channels shall pass the 100-year storm without the potential for property damage.

11.12 Drainage Structures
Drainage structures shall comply with the following specifications:

Manholes - Manholes shall be standard precast concrete. Cast-in-place type manholes may be used where required. Where special manholes or junction boxes are required, the design shall be approved by the City Engineer. In no case will junction boxes be allowed which are less than twenty-four (24) inches (inside dimensions). Manholes shall have a forty-eight (48) inch inside diameter.

Manholes shall be located at junction points and changes in conduit size. Manholes shall be placed at the BC and EC of all curves and on 300-foot maximum intervals along the curve.

Manholes, junction boxes or inlets shall be placed at intervals not to exceed 400 feet. All manholes and junction boxes other than inlets shall have standard manhole covers, as shown in Standard Detail SD-2. Manholes will not be allowed in gutter flow lines.

Drop Inlets (DI) - Drop inlets shall be open curb-face types as shown in the Standard Drawings or other approved inlets.

Drop inlets shall be spaced so that the length of flow in the gutter does not exceed 600 feet. The depth of the flow in the gutter shall not exceed 0.35 feet for a 10-year storm. Outfall pipes shall accommodate the design runoff taking into consideration bypass flow from upstream inlets. 57 Section 10, Item B.
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Junction Boxes - Junction boxes shall be constructed of reinforced concrete or precast concrete.

Minimum wall thickness for reinforced concrete junction boxes shall be 6 inches.

The inside dimension of junction boxes shall be sufficient to provide a minimum of three inches clearance on the outside diameter of the largest pipe in each face. All junction boxes shall be rectangular in shape unless otherwise approved by the City Engineer. Junction boxes deeper than four feet shall have a minimum inside dimension of 48 inches.

Headwalls, Wingwalls, Endwalls, Trash Racks, and Railings - All headwalls, wing-walls, and endwalls shall be considered individually and shall be, in general, designed in accordance with the Standards and Specifications of the California Department of Transportation and the requirements of the City.

Trash racks shall be provided where, in the opinion of the City Engineer, they are necessary to prevent clogging of culverts and storm drains or eliminate hazards. Trash racks shall conform to the requirements of the City Engineer. Temporary trash racks will be allowed where pipe will be extended in the near future.

On cross culvert drains, flared-end sections shall be used where required by the City Engineer.

Guardrails may be required by the City Engineer at culverts, headwalls, and box culverts and on steep side slopes. When so required, the railing shall be installed in accordance with the requirements of the current edition of the California Building Code or State of California, Department of Transportation.

Pipe used as cross culverts to open ditches may be corrugated steel.

Detention Basins - Storm water detention basins shall be provided with any proposed development which would increase offsite flows in order to limit said flows to pre-development levels. Basins may be considered a permanent means for handling peak storm runoff flows. A plan outlining the proper maintenance and/or abandonment of the basin in the future shall be provided for approval.

Basins shall be constructed such that the collection system drains into the basin by gravity.

Design criteria shall be as follows:

Design Storm: 100 year, 24 hour
Basin volume shall be calculated by V = (CAR)/12 where:

V = Basin Volume in Acre Feet
C = Runoff Coefficient (Section 11.09)
A = Contributing Area in Acres
R = Total Rainfall in Inches for the Design Storm (100 Year, 24 hour event in inches) Freeboard = 2 ft minimum
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The volume shall account for a constant outflow not to exceed the pre-development peak runoff rate.

Alternate methods for volume calculations are subject to approval of the City Engineer. 59 Section 10, Item B.
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12.00 DESIGN STANDARDS – SEWER SYSTEMS

12.01 Introduction
These design criteria shall govern the engineering design of sanitary sewer systems which will be dedicated to the public and accepted by the City of Sutter Creek (COSC) for maintenance and operation and those systems designed for COSC by its consultants.

It is the intent of these criteria to provide a sewerage system that will dependably and safely convey the peak sewage flows by gravity, where possible, to a point of existing effluent disposal all with minimum maintenance and operational costs to COSC.

Developer shall furnish, without cost to COSC, all intrinsic and auxiliary components for maintenance and operation as necessary to provide said complete system.

12.02 Regulatory Standards
Pertinent requirements of the following agency standards, including all changes thereto, shall be considered and complied with, except that in the event of conflict, the stricter design criteria shall govern.

1. Laws and standards of the State of California Department of Public Health.

2. The Porter-Cologne Water Quality Control Act and the California Regional Water Quality Control Board, Central Valley Region.

3. Ordinances of the City of Sutter Creek

4. Others as appropriate.

12.03 Design Procedure
A design for each project proposed to be constructed under COSC Agreement shall be submitted to and approved by, the City Sanitary Sewer Engineer. In addition the following requirements are applicable.

1. An engineering report on the development of the site shall include, but not be limited to, soils survey, geology, ground and surface water hydrology, water supply, liquid waste disposal, probably population densities, effects of construction and other development activities on the existing environment and conformance with the master regional or City plans.

2. A Master Plan relating to the disposal of wastes anticipated from the ultimate development, shall conform to the regional or City Master Plan for sewage disposal.

Stage development may acceptable for some components of the system if such stage development can be proved financially feasible and if approved by COSC.

3. If treatment plant expansion is required to accommodate new development flows, a report shall be filed on the proposed waste discharge in COSC’s name by the Owner, 60 Section 10, Item B.
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accompanied by the appropriate filing fee and pursuant to Section 13260 of the State Water Code to the Regional Water Quality Control Board, Central Valley Region.

COSC will provide one CD containing Standard Details to the Design Engineer for development of the Design drawings.

Preliminary Design. A preliminary design shall be submitted for “Planning Approval” and shall be submitted in the form of a map and table relative to the sewerage system.

The Map shall show the following:

1. Location of project.

2. Tributary areas outside project.

3. Adjacent areas.

4. Contours over complete map (ten (10) foot minimum).

5. Line layout and preliminary pipe size, manholes.

6. Predicted average and peak flows at major junction points, including flow coming from outside the project area.

7. Direction of flow.

8. Zoning used to predict flows.

9. Special areas such as hospitals, schools, large office buildings, etc.

10. Boundaries of areas within the project which are tributary to points of major flow.

11. Location and sizing of major system components, including sewage pumping facilities if included in the project.

12. Electrical & telemetry details.

The Table shall include the following in Tabular Form:

1. Areas tributary to points of major flow.

2. Zoning within each area.

3. Predicted flow from each area.

4. Infiltration flow.

5. Peaking factors.

6. Cumulative flow.

7. Pipe size and slope.

8. Equations used and references.

9. Sludge disposal recommendations.

Final Design. The final design shall be an expansion of the “Planning Review” preliminary design in such detail as to verify all preliminary sizing of facilities and to size those facilities not included in the preliminary design. All such final design calculations shall accompany the construction plans and specifications for the review leading to the plans being “Released for Construction.”
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12.04 Benefiting Areas Included Within Project Boundaries A parcel or area which benefits and participates in a project, but is not included within the project boundaries shall have a note to this effect placed on the overall project map and on the plan and profile sheet if the parcel appears thereon. Parcels not so noted which make use of a project’s facilities after the project’s completion will be required to pay an “expansion fee” prior to such use.

12.05 Calculations
Gravity Pipeline Flow. The Manning formula shall be used in the hydraulic study of the system, using an “n” valve of 0.013 or the value recommended by the pipe manufacturer, whichever is higher.

Pressure Pipeline (Force Main) Flow. The Hazen-Williams formula shall be used in the hydraulic study of the system, using a “C” value of 140 or the value recommended by the pipe manufacturer, whichever is lower. Design shall provide for adequate aeration and odor control.

The minimum velocity at design flow shall be not less than three and one-half feet per second (3.5 fps).

12.06 Average Flow Determination
Zoning. Flow determination shall be based upon the most recent or proposed zoning. The minimum population density in areas of potential development shall be equivalent to that of single family zoning. The area shall be examined for trends toward population concentration and, if found, an estimate shall be made of the probable extent of such concentration. This estimate shall be used as the basis for determining flow. All calculations shall assume ultimate development, except where a stage concept has been specifically approved by COSC.

Residential Living Units.

1. Design population per living unit:
• Developments of 100 living units and less -3.5
• Developments of greater than 100 living units -3.0

2. Average flow: Residential living units – 75 gals. per person per day.

Commercial, Industrial Development. Every attempt should be made to base flow requirements on specific development plans in consultation with the City Sanitary Sewer Engineer.

Schools. The flow shall be determined by the following method:

Flow shall be based on ultimate design student population plus administration, teaching and operation personnel.
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Average Daily Flow (ADF). Average Daily Flow shall be determined for tributary areas by multiplying the sum of the area(s) design population by the per capita daily flow requirements, as determined above, plus any commercial, industrial, school, etc., contribution(s).

12.07 Design Flow (Peak Flow, or PF)
Average Daily Flow (ADF), as determined above, multiplied by peaking factors of 4.0 for laterals and 4.0 for outfall sewers. The recommended Infiltration Design Rate is 200 gallons per inch diameter per 5,000 feet per day or 40 gallons per inch per 1,000 feet per day or as approved by the City Sanitary Sewer Engineer.

12.08 Pumping Station Design
All phases of pumping station design shall be closely coordinated with COSC. In general, such facilities shall include all necessary components and amenities as required by COSC to ensure a complete, automated, operating facility which will lend itself to minimum maintenance and operational costs.

Auxiliary power shall be provided as required to prevent pump station overflow and operate pumping stations during power outages and shall automatically activate when a power outage occurs.

Pumping Unit. Shall approximately “pace” the expected flow pattern and shall be capable of providing the maximum design flow with the largest pumping unit out of service. All telemetry and electrical shall be compatible with existing COSC equipment.

Access. All weather, asphalt paved access with twelve (12) foot minimum width shall be provided to all pump stations. All pump stations shall be fenced with 6 foot high chain link fencing with 3 strand barbed wire at top. A ten (10) foot wide rolling, locking gate shall be provided in fence.

Structures. Shall provide protection against weather and vandalism, shall be designed to blend architecturally with the character of the Development and shall provide maximum efficiency and minimum operational and maintenance costs to COSC. Access to lower or higher structure levels shall be by inside stairways. Structures shall be multi-purpose wherever practicable. Toilet and sink facilities will be provided where required by the COSC.

Metering, Recording and Monitoring Equipment. Metering, recording and monitoring equipment shall be provided at all pumping stations. Auto-dialer and alarm equipment shall be required at all pumping stations and will be purchased and installed from COSC vendor.

Generally, but not necessarily limited to, requirements are as follows:

Pumping Stations

1. Flow meter and recorder.

2. Auto-dialer and alarm equipment.
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Design Flow Rate. Pumping stations shall be designed utilizing peak flow rate.

Odor Control. Pump stations shall be provided with odor control systems. The preferred system is an active air blower and odor bed absorption system.

12.09 Collection System
Design Flow Rate. Pipe capacity shall be adequate to carry the design flow rate from the entire tributary area (even though said area is not within the project boundary), at the design velocity and, unless the line is designated as a force main, without surcharge on the pipelines.

Pipeline Velocity. Minimum velocity shall be two (2) feet per second (fps) when the pipe is half full or full, unless the City Sanitary Sewer Engineer has approved a specific exemption.

Following is a table of slope vs. diameter when the velocity is two (2) fps with the pipe half full or full.

Diameter, inches Slope, foot per foot
6 0.0050
8 0.0035
10 0.0025
12 0.0020
15 0.0015
18 0.0012
Minimum Size Sewer Lines. Minimum size of collection lines which serve single family or duplex development shall be six (6) inches in diameter. Schools, commercial, industrial and multiple residential shall be served by lines eight (8) inches in diameter, minimum.

Exceptions: COSC approved Innovative and Alternative projects.

Sewer Line Location and Alignment.

1. Location. All sewer lines shall be designed to be installed within the paved portion of the roadway, normally six (6) feet from the right-of-way center line and parallel with the center line whenever possible, or in a public easement. All locations within existing road right-of-way shall be approved by the City Director of Public Works. If it is necessary to install a sewer line within a private road, the easement shall be the width of the paving plus one (1) foot on each side or fifteen (15) feet, whichever is larger.

2. Horizontal Alignment. Alignment shall be parallel to the street centerline wherever possible. Minimum radius for sanitary sewers six (6) inches through ten (10) inches in diameter shall be 200 feet unless a larger diameter is required by the proposed pipe material and/or pipe joint. A larger radius shall be used whenever practical. Pipe length/joint deflection 64 Section 10, Item B.
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shall not exceed manufactures’ recommendations. A manhole shall be placed at any abrupt change in alignment.

3. Vertical Alignment. Maximum deflection for vertical cures shall be ¼ inch per foot. A manhole shall be placed at any abrupt change in grade. Elevation shall be shown on the plans at twenty-five (25) foot intervals throughout the length of vertical curve.

4. Typical Cross Section. COSC Standard Details show typical pipe locations within roadways and minimum clearance between pipe lines.

12.10 Trench Loading
Deflection Equation. The Marston formula shall be used in determining pipe loading.

Deflection Limit. Design deflection of flexible pipelines shall be limited to five (5) percent.

Bedding Types. Bedding types shall be as per COSC Standard Details. Bedding type shall be as necessitated by height of cover over the pipe, trench width, pipe strength and other factors used to determine safe piping loading. Concrete bedding shall require specific approval of the City Sanitary Sewer Engineer before use. These bedding types are intended primarily for emergency field use and their use shall normally not be specified on the plans.

12.11 Sewer Structures
Manholes. Manholes shall be precast conforming to current ASTM Spec. No. C-478 with ASTM C-923 Resilient Connectors (See Standard Details). Manholes shall be placed at all intersections of sewer lines, other than sewer service connections and at the ends of all permanent lines 150 feet or more in length. Maximum spacing of manholes shall be 300 feet. All manholes, from which future sewer line extensions are anticipated, shall have a pipe stub planned and installed at the grade and direction of the anticipated sewer extension. Between manholes, the following combinations of vertical and horizontal curves will be allowed; two (2) horizontal and one (1) vertical curve or two (2) vertical curves and one (1) horizontal curve.

The average hydraulic grade line of any pipe which flows into a manhole shall be one-tenth (0.10) foot minimum above the average hydraulic grade line of the exit pipe. When the major conduit, based on flow, passes through a manhole with less than twenty (20) degrees deflection, the one-tenth (0.10) foot differential between hydraulic grade lines will not be required for the major conduit. The average hydraulic grade lines shall be derived from design flows based upon one hundred (100) percent development of the tributary areas. The crown of the exit pipe, when larger than twelve (12) inches, shall never be higher than the crown of pipes entering the manhole.

A manhole shall be required at the terminus of any collection line terminating within a cul-desac. 65 Section 10, Item B.
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The minimum inside diameter for manholes shall be:

HEIGHT IN FEET INSIDE DIAMETER IN FEET
≤8 4
>8 and ≤12 5
>12 6
Drop Connection. In general, the use of drop connections will be approved by the City Sanitary Sewer Engineer only. Free drops from an incoming collection line or service to the bottom of the manhole will not be permitted and shall be eliminated by use of a drop connection, vertical curve or increased slope of the incoming lateral.

Flushing Branches. A flushing branch (cleanout) may be used in-lieu of a manhole at the end of any line less than 150 feet long.

12.12 Sewer Services The sewer services shall extend from the collection line to the edge of public right-of-way or edge of easement. Sewer services shall extend one (1) foot beyond the edge of pavement of any private road. Easements of adequate width to accommodate the services shall be provided. A plan and profile of any sewer service shall be supplied to the City Sanitary Sewer Engineer upon request.

Minimum Size. Normal service sewer size to each lot is four (4) inches. Schools and other developments expected to contribute high sewage flows shall be served by six (6) inch or larger service sewers. In addition, sewer services shall be sized according to requirements of the Uniform Plumbing Code. A six (6) inch service sewer and larger services shall be connected to the collection line by use of a manhole.

Tapping Existing Lines. The Owner shall make all service sewer taps into existing collection lines upon application for permit and payment of required fees. COSC shall inspect all taps. A note of this effect shall be placed on all plan sheets which require such tapping.

Connection to Trunk Lines. Service sewers shall not connect to trunk sewers twelve (12) inches diameter and larger without the written approval of COSC.

Service Location and Depths. Unless specifically requested otherwise by the property owner, service sewers shall be placed on the low side of any typical subdivision lot. Consideration shall be given to trees, improvements, etc., so as to minimize interference when service sewer is extended to the proposed building.

The Consulting Engineer shall verify the adequacy of the normal service sewer depth at the edge of easement or right-of-way, to service the intended parcel at the point of anticipated structure location. The Consulting Engineer shall designate the invert elevation of the service sewer at the edge of the right-of-way or easement on the construction plans, whenever the required depth is greater than three (3) feet.
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Clean Out. A four (4) inch clean out will be placed at the property line on all sewer service laterals.

Backflow Device. A sewer backflow device shall be installed on all sewer services and shall be located at or near the property line.

Grease Traps. Grease traps will be installed at all service connections (commercial and industrial) as required and sized by the Uniform Plumbing Code. See City of Sutter Creek F.O.G.

Ordinance for additional requirements (SCMC 14.04.070).

Pumped Service. Pumped services will be permitted only on a very limited, individual basis.

Providing Service Sewers. When sanitary sewers are part of new subdivision construction, a service sewer shall be constructed to each parcel.

In developed areas, a sewer service shall be provided to each parcel which contains a source of sewage. A property owner’s request for service shall be honored whenever practical. Parcels which have two or more sources of sewage must have an independent service sewer provided for each sewage source which can be separated from the rest of the parcel and sold. A service sewer shall be provided to each subdivision lot or lot similar as to size and possible development. At an early stage of design, the Consulting Engineer shall send every property owner affected by the proposed work a questionnaire requesting, in writing, the owner’s preferred service sewer location. In absence of a response to this questionnaire, the Consulting Engineer shall provide a house service as required by this Section. In addition, when the service sewers are staked immediately prior to construction, each property owner shall be given notice that he should look at the staked location of his service sewer and, if not satisfactory, immediately notify the Consulting Engineer. The date of notification by the property owner, method of notification, nature of change and other pertinent information shall be furnished to COSC.

12.13 Creek Crossings
Crossing details of pipe, pier, anchorage, transition couplings, etc., shall be shown upon a detail sheet of the plans in large scales.

Ductile iron pipe shall be used under the full creek width plus ten (10) feet on each side. All soft or organic material shall be replaced with select imported backfill. Special care shall be used to provide a firm base for the pipe bedding. Full concrete encasement is required.

Any proposed crossing above the creek bed must be approved by the city Sanitary Sewer Engineer.

Calculations shall be submitted which clearly indicate the design of the pipe and supports regarding impact, horizontal and vertical forces, overturning, pier and anchorage reactions, etc. 67 Section 10, Item B.
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12.14 Force Mains
Design shall be closely coordinated with COSC. Design criteria generally shall be as contained in Section 12.05, with due regard for the characteristics of the sewage to be conveyed.

12.15 Regulations Relating to Sanitary Hazards
All construction shall conform to applicable regulations relative to safeguarding the public health, particularly the regulations relative to cross-connections as established by the California Administrative Code, Title 17.

In designing the collection system, it is intended that twelve (12) feet be the minimum horizontal distance between parallel water and sanitary sewer lines and that the water main be at least twelve (12) inches higher. When crossing a sanitary sewer force main, the water main shall be a minimum of twelve (12) inches above the sewer line.

Construction of sewers across areas that are frequently saturated or have springs or which are within 25 feet of the 100-year high water line of a lake, reservoir or stream, or within 25 feet of an irrigation canal, should be avoided whenever possible. Construction in these areas may be required to meet the standards of Section 12.13, Creek Crossings, or other special requirements may be required to protect the water quality.

12.16 Locator Wire
All runs of non-metallic pipe shall have a No. 10 AWG solid, soft drawn copper wire with Type UF insulation. Locator wire shall be grounded with a ground rod at the end of a pipe run. 68 Section 10, Item B.
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13.00 CONSTRUCTION STANDARDS - STREETS

13.01 Lines and Grades
Attention is directed to Section 4.00, “Construction Staking,” of these Improvement Standards.

Construction staking to be supplied by the Engineer shall consist of horizontal and vertical location of curb, gutters, valley gutters, and storm drains as determined by the Engineer. Flow line, and grate and rim elevations of drop inlets and junction boxes shall be staked with offsets.

All supplemental construction staking required by the Contractor shall be supplied by the Contractor. Engineer may revise curb and gutter alignment in the field to avoid tree root structure or conform to existing improvements.

13.02 Order of Work
Contractor shall provide City with a schedule of work, and Contractor shall perform all work in accordance therewith. Should circumstances cause Contractor to anticipate falling out of compliance with said schedule, Contractor shall notify City in advance and provide revised schedule for review and approval by the City.

13.03 Maintaining Traffic
Attention is directed to Sections 7-1.03, "Public Convenience," 7-1.04, "Public Safety," and Section 12, "Temporary Traffic Control," of the State Standard Specifications and these special provisions. Nothing in these special provisions shall be construed as relieving the Contractor from his responsibility as provided in said Section 7-1.04.

Lane closures shall conform to the provisions of Section 13.05, “Traffic Control System for Lane Closure" of these Improvement Standards.

The Contractor shall notify local authorities of his intent to begin work at least 5 days before work is begun. The Contractor shall cooperate with local authorities relative to handling traffic through the work area and shall make his own arrangements to keep the working area clear of parked vehicles.

Whenever construction vehicles or equipment are parked on the shoulder within 6 feet of a traffic lane, the shoulder area shall be closed with fluorescent traffic cones or portable delineators placed on a taper in advance of the parked vehicles or equipment and along the edge of the pavement at 25-foot intervals to a point not less than 25 feet past the last vehicle or piece of equipment. A minimum of 9 cones or portable delineators shall be used for the taper. A C23 (Road Work Ahead) or C24 (Shoulder Work Ahead) sign shall be mounted on a telescoping flag tree with flags. The flag tree shall be placed where directed by the Engineer.

Minor deviations from the requirements of this section concerning hours of work which do not significantly change the scope of the work may be permitted upon the written request of the Contractor if in the opinion of the City Engineer public traffic will be better served and the work expedited. Such deviations shall not be adopted until the City Engineer has indicated his written approval.

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13.04 Construction Area Signs
Construction area signs shall be furnished, installed, maintained, and removed when no longer required in accordance with the provisions in Section 12, "Construction Area Traffic Control Devices," of the State Standard Specifications.

Type IV reflective sheeting for sign panels for portable construction area signs shall conform to the requirements specified as "Pre-qualified and Tested Signing and Delineation Materials" by Caltrans.

13.05 Traffic Control System for Lane Closure
A traffic control system shall consist of closing traffic lanes in accordance with the provisions of Section 12, "Construction Area Traffic Control Devices," of the State Standard Specifications and the provisions under "Maintaining Traffic" elsewhere in these Improvement Standards.

The provisions in this section will not relieve the Contractor from his responsibility to provide such additional devices or take such measures as may be necessary to comply with the provisions in Section 7-1.04, "Public Safety," of the State Standard Specifications.

If any component in the traffic control system is displaced, or ceases to operate or function as specified, from any cause, during the progress of the work, the Contractor shall immediately repair said component to its original condition or replace said component and shall restore the component to its original location.

When lane closures are made for work periods only, at the end of each work period, all components of the traffic control system, except portable delineators placed along open trenches or excavation adjacent to the traveled way, shall be removed from the traveled way and shoulder.

When the Contractor so elects, said components may be stored at selected central locations approved by the Engineer, within the limits of the right of way.

Work areas adjacent to city streets shall be open to two-way traffic by 4:00 p.m. each work day.

One lane shall remain open to traffic during construction unless otherwise approved by the City.

Contractor shall submit a Traffic Control Plan for review and approval by the City Engineer and Police Chief prior to commencing work affecting city streets.

13.06 Obstructions
Attention is directed to Section 15, "Existing Facilities," of the State Standard Specifications.

The Contractor shall notify the City and the appropriate regional notification center for operators of subsurface installations at least 2 working days, but not more than 14 calendar days, prior to performing any excavation or other work close to any underground pipeline, conduit, duct, wire or other structure. Regional notification centers include but are not limited to the following:
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NOTIFICATION CENTER TELEPHONE NUMBER
City of Sutter Creek (209) 267-5647
Underground Service Alert
Northern California (USA) 811

13.07 Adjust Utilities to Grade
Contractor shall adjust all valve boxes, manhole frames, and meter boxes to grade in accordance with the approved plans and these Improvement Standards. (See Section 18.00, Standard Details)

13.08 Clearing and Grubbing
Clearing and grubbing shall conform to the provisions in Section 17-2, "Clearing and Grubbing," of the State Standard Specifications.

Contractor shall protect existing trees from damage caused by his operations. All work in drip line of trees shall be as directed by City Engineer. Pervious backfill shall be placed around all root structures exposed by Contractor’s operations. Attention is directed to Sutter Creek City Code Chapter 13.24, “Trees and Landscaping,” and specific project conditions of approval.

13.09 Asphalt Concrete
Asphalt concrete and pavement reinforcing fabric shall conform to the provisions in Section 39, "Asphalt Concrete," of the State Standard Specifications and shall be ½” or ¾” maximum, medium grade, Type B aggregate as directed by the City Engineer.

13.10 Pavement Reinforcing Fabric
Pavement reinforcing fabric shall conform to the provisions of Section 96, "Geosynthetics" of the State Standard Specifications. Reinforcing fabric shall be placed at location specified on the plans or in accordance with limits marked in the field.

13.11 Fog Seal Coat
Fog seal coat shall conform to the provisions in Section 37, "Bituminous Seals," of the State Standard Specifications. Fog seal shall be 60 percent asphalt emulsion and 40 percent water and shall be applied at the rate of 0.10 to 0.12 gallons per square yard. Contractor shall provide City Engineer verification of asphalt emulsion used.

13.12 Striping and Pavement Markings
Roadway striping shall conform to Section 84, "Markings," of the State Standard Specifications, Manual on Uniform Traffic Control Devices, the approved plans and these Improvement Standards.

13.13 Subsurface Drain
Contractor shall construct subsurface drain where required in accordance with Section 68, “Subsurface Drains,” of the State Standard Specifications, the approved plans and these Improvement Standards.
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72 Section 10, Item B.
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14.00 CONSTRUCTION STANDARDS - STREET LIGHTING
General
Street lighting improvements associated with new development shall be constructed in conformance with Section 86, Signals, Lighting and Electrical Systems, of the State Standard Specifications and the requirements of the National Electric Code (NEC) except as modified by the these improvement standards. The work shall consist of furnishing and installing luminaires with LED lamps, photoelectric cells; electrolier standards, electrolier arms and foundations, solar powered lights where feasible, conduit and conductor wiring and all other materials and appurtenances in accordance with the project plans and these standards.

14.01 Materials and Construction
All materials and construction shall be in compliance with this section of these Improvement Standards.

A. All materials delivered to the job shall be new and best quality of their respective grades in accordance with the following specifications and packed in their original sealed containers. All materials to be installed shall bear the Underwriters Laboratories, Inc. (U.L.) label.

B. The Contractor shall use materials mentioned in these Improvement Standards as standard, and in no case will a substitute be allowed without written approval of the City Engineer.

C. All work and material shall be protected at all times. Conduit openings shall be closed with protective caps during installation and all materials shall be covered and protected against dirt, water, and mechanical or other injury. All materials damaged during course of construction shall be replaced or repaired to original condition by the Contractor prior to acceptance of work.

D. The Contractor shall not allow or cause any of his work to be covered up or enclosed until it has been inspected and approved by the City Inspector. Should any of the work be enclosed or covered up before such inspection, the Contractor shall uncover the work at his own expense and after it has been inspected and approved make all repairs with such material as may be necessary to restore all work to its original and proper condition.

E. The Contractor shall furnish and install the street lighting equipment in accordance with these Improvement Standards.

14.02 Foundations
Foundations shall be cast-in-place and in conformance with Section 86-2.01 "Excavating and Backfilling," and Section 86-2.03, "Foundations," of the State Standard Specifications except as amended herein and on the Standard Details.
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14.03 Electrolier Standards
Electrolier standards shall be defined for the purpose of these Improvement Standards to include the pole, base, and base cover. Electrolier Standards shall conform to the Standard Details and the following requirements:

A. Each standard shall have an identification Street Light number sticker as assigned by PG&E.

B. The hand hole shall be oriented on the pole so that a technician facing oncoming traffic while facing the hand hole.

C. All electrolier standards shall be furnished with a grounding lug or nut installed opposite the hand hole/removable access door and inside the standard.

D. Electrolier standards shall conform to the Standard Details and the following criteria:

1. The pole shall consist of galvanized steel material with a minimum thickness of 11 gauge.

2. The poles shall be single-arm poles unless the Project Plans specify otherwise.

14.04 Electrolier Arm
Electrolier Arms shall conform to City Standard Details.

14.05 Conduit
Conduit shall be furnished and installed, conforming to the Standard Details, the requirements of Underwriters Laboratories Publication UL 543, and the following:

A. Conduit shall be 11
/2" PVC, Schedule 40 conduit.

B. Cutting and machining of conduit shall be in accordance with the manufacturer's recommendations. Pre-assembly of sections of conduit shall not be permitted except where jacking is required.

C. Pulling bells shall be installed on the ends of conduit terminating in pull boxes and electrolier standards.

D. The installation of conduit shall conform to the following:

1. Excavation and Backfill for conduit installation shall conform to Section

15.04 " Trenches & Backfill," of the City Improvement Standards except as amended by this Section 14, "Street Lighting," of the City Improvement Standards and the Standard Details.
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2. The conduit shall be laid over two inches of uniformly spread sand, and shall be covered by a minimum of 6 inches of sand.

14.06 Pull Boxes
Pull boxes shall conform to the provisions of Section 86-2.06, "Pull Boxes," of the State Standard Specifications as amended herein by this Section 14, "Street Lighting," of the City Improvement Standards and Standard Details.

A. Pull boxes shall be precast reinforced concrete, Caltrans #3 1/2 Box with brass hold down bolts.

B. The cover shall be marked "Street Lighting."
C. Grout shall not be placed in the bottom of the pull box.

14.07 Conductors and Wiring
Conductors and wiring shall conform to the provisions of Section 86-2.08, "Conductors," and Section 86-2.09, "Wiring," of the State Standard Specifications as amended herein by this Section 14, "Street Lighting," of the City Improvement Standards and Standard Details.

A. Conductors shall be AWG and THHN copper stranded conductor Underwriters Laboratory Approved.

B. The size of the conductors shall be as designated on the Project Plans.

C. Any NEC approved splice excluding wire nuts connections may be used for splice connections.

D. Splices shall be insulated in accordance with Section 86-2.09E, "Splice Insulation," type "B" method of the State Standard Specifications.

E. A fused disconnect splice connector shall be installed in each conductor between the line and ballast and shall be located and readily accessible within the hand hole of the electrolier standard. The fused disconnect splice shall consist of a Class CC (NEC) midget fuse holder with a 5 amp 250 volt non time delay midget fuse.

14.08 Luminaires
Luminaires shall conform to the Standard Details and the following requirements:

A. Luminaires shall consist of a housing, a reflector, a photoelectric control, and integral regular type ballast unless otherwise approved by the City Engineer. Luminaires, complete with LED lamps, shall be installed in the proper orientation to produce the desired light pattern and shall be completely assembled and connected to the conductor.

The operating voltage shall be 120 volts unless otherwise specified. 75 Section 10, Item B.
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The following shall be provided for City approval:

1. Maximum power in watts.

2. Maximum designed junction temperature.

3. Heat sink area in square inches.

4. Designed junction-to-ambient thermal resistance calculation with thermal resistance components clearly defined.

5. L70 in hours when extrapolated for the average nighttime operating temperature.

6. Life expectancy based on the junction temperature.

7. Manufacturer’s data sheet for the power supply, including the rated life.

Submit the manufacturer’s QC test data for LED luminaires as an informational submittal.

14.09 Lamps
Unless otherwise specified, LED lamps shall be installed in the luminaires. The wattage of the lamps shall be specified on the Project Plans.

14.10 Photoelectric Control
Photoelectric control shall be multi voltage photoelectric relay on a twist lock receptacle. A photoelectric cell shall be installed on each street light located on the top of the luminaire fixture.

14.11 Service Connection (Non-Solar Powered Lights)
Service connections for street lights served by underground electrical systems will be made at the Service Point Location designated on the Project Plans which is normally a PG&E secondary box. Service Connections shall conform to the following requirements:

A. The Contractor shall provide conduit and wire from the PG&E secondary box to and throughout the new street light system.

B. Wires shall be tagged at secondary box in accordance with the latest and applicable PG&E detail.

C. Service connections for electroliers served by the overhead electrical systems will be made at a junction box located at the base of the service riser pole. The Contractor shall provide the junction box, conduit and wire from the junction box to the pull box adjacent to the nearest street light.

D. All service connections will be made by PG&E. The Contractor/Developer shall bear all costs by PG&E for service connection(s).
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15.00 CONSTRUCTION STANDARDS - STORM DRAIN

Backfill material shall conform to Section 18.00, Standard Details.

All pipe laying and joining, including the maximum deflection of joints in curved alignment shall be in accordance with the pipe manufacturer's specifications and as directed by the City Engineer.

15.03 Trenches and Backfill
This work shall consist of performing all operations necessary to excavate earth and rock or other material, of whatever nature, including water, regardless of character and subsurface conditions, necessary to excavate trenches for pipes and appurtenances; to place backfill for structure, pipes and appurtenances and other facilities; to backfill trenches and depressions resulting from the removal of obstructions; to remove and replace unsuitable material; to construct protection dikes; and to remove unstable material and slide material which may enter trenches. All such work shall be in conformance with the approved plans and these Improvement Standards or as directed by the City Engineer. Typical trench details shall be shown on the plans.
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Backfill material shall conform to the provisions in Section 19, "Earthwork," of the State Standard Specifications. Pervious backfill material required by the plans and these specifications shall be considered structure backfill and full compensation therefore shall be included in the contract price paid for the various items of work, and no additional compensation will be allowed therefore.

When a firm foundation is not encountered due to soft, spongy, or other unsuitable material, such material shall be removed to the limits directed by the Engineer, and the resulting excavation shall be backfilled with approved washed drain rock compacted to ninety-five percent (95%).

When removal of unsuitable material requires excavation to a depth greater than 12” below pipe flow line grade, the Engineer will determine the limits of the required excavation. Excavation limits shall be trench width for the length specified by the Engineer.

Where pipes are to be installed above original ground or in new embankment fills, embankment shall first be constructed to the required height for a distance on each side of the pipeline of not less than five feet (5'). Embankment shall have relative compaction of not less than ninety-five percent (95%). Upon completion and approval of the embankment the trench shall be excavated with the sides nearly vertical and the pipelines installed in accordance with these Improvement Standards.

Materials excavated from trenches shall be placed and maintained so as to offer minimum obstruction to traffic.

Unsuitable materials shall become the property of the Contractor and disposed of in accordance with local regulations.

Ditches shall be kept clear for the purpose of handling road drainage. Drainage ways, walkways, and driveways shall be kept clear.

At the end of each working day, there shall be no open trench, unless otherwise permitted by the City Engineer.

In connection with earthwork, all tests shall be made in conformance with the following requirements set forth in the State Standard Specifications:

Tests Test Method No
Relative Compaction Cal 216 & 231
Sand Equivalent 217
Resistance (R-value) 301
Sieve Analysis 202
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Foreign material which falls into the trench prior to or during placement of the backfill shall be removed.

The trench widths set forth on the plans are minimum widths. Where excavation greater than the specified widths is necessary for execution of the work, machine or hand excavation to a stabilized slope will be permitted provided one-way traffic can be maintained. Minimum trench width is the distance face-to-face of trench walls or inside face to inside face of sheeting should solid sheeting be used. Maximum trench widths from the bottom of the trench to the top of the pipe shall be limited to six inches (6") outside the specified minimum trench width, except with specific approval by the City Engineer.

The Contractor shall furnish all materials and facilities required for trench excavation and shall make trenches and excavation dry throughout all pipe laying operations.

The location of underground utilities or other obstructions shall be determined by the Contractor sufficiently in advance of excavation so that pipe alignment can be confirmed or re- routed without delay. Contractor’s attention is directed to Section 13.14, "Locate and Protect Existing Utilities," of these Improvement Standards.

Material for backfill shall be placed in uniform horizontal layers not exceeding one foot (1') in thickness before compaction, and shall be brought up uniformly on all sides of the trench, structure or facility. When the Contractor can satisfactorily demonstrate to the City Engineer an alternative method of placing the backfill so that all requirements, other than the layer thickness, are met, the City Engineer may permit the Contractor to use the alternative method. Under no circumstance will the Contractor use the alternative method unless the City Engineer's approval is obtained in writing.

Each layer of backfill shall be compacted to a relative compaction indicated for the backfill involved.

Backfill shall not be placed until the pipe or other facility has been inspected by the City Engineer and approved for backfilling. The percentage composition by weight as determined by laboratory sieves shall conform to the following requirements:

Class 1 Backfill
Sieve Sizes % Passing Sieves*
No. 4 90-100
No. 200 <5
*Gradations requirements may be waived with written approval from the Engineer. 79 Section 10, Item B.
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"Crusher fines" are acceptable for Class 1 backfill. "Pervious backfill" shall be coarse or medium screenings in accordance with Section 37, "Bituminous Seals," of the State Standard Specifications or as otherwise approved by Engineer.

Class 2 Backfill
Class 2 Aggregate Base, 3/4" maximum, in accordance with Sections 26-1.02, 26-1.02B, 26-1.03 of the State Standard Specifications except that percentage of No. 200 material shall be 15-30% unless otherwise approved by the Engineer.

Class 3 Backfill
Material for Class 3 Backfill may consist of material from excavation free from rocks or lumps exceeding three inches (3") in greatest dimension, vegetable matter, and other unsatisfactory material. Backfill shall be compacted to the relative compaction shown on the plans or as set forth in these specifications.

Class 4 Backfill
Class 4 Backfill shall be cement-sand slurry comprised of aggregate, cement and water. The aggregate, cement and water shall be proportioned either by weight or volume. Cement used shall be 190 to 210 pounds for each cubic yard of material produced. The water content shall be sufficient to produce a fluid workable mix that will flow and can be pumped without segregation of the aggregate while being placed.

Materials shall be thoroughly machine mixed in a rotary drum mix truck and placed in the trench from a direct truck discharge unless otherwise approved.

Mixing shall continue until cement and water are thoroughly dispersed throughout the material.

All mixed slurry shall be placed within one hour of the introduction of water and cement to the material.

Aggregate shall be commercial-quality concrete sand. Aggregate shall be free of organic materials and other deleterious substances and have a minimum sand equivalent of 20.

Aggregate shall conform to the following grading:

Sieve Sizes % Passing Sieves*
½" 95-100%
3/8" 80-100%
#4 75-100%
#100 10-24%
The Contractor may use Class 4 backfill, slurry backfill, at locations approved by the Engineer as an alternative to Class 1 backfill. Slurry backfill shall be placed to neat line trench walls using 80 Section 10, Item B.
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care to completely envelope the pipe in the backfill. Road surfacing will not be permitted until the Engineer is satisfied that the set is sufficient to support traffic but in no case prior to setting four (4) hours. The Contractor shall include in all items of work using slurry backfill the full cost of all labor and equipment to prevent traffic from crossing any trench with slurry backfill prior to setting.

The Contractor may use sufficient amounts of additives for speeding the set of slurry backfill in accordance with manufacturer's recommendations. No additive shall be used without prior approval of the Engineer as to type and amount.

Slurry backfill shall be placed in a uniform manner that prevents voids in, or segregation of the backfill and will not float the pipe.

15.04 Compaction Testing
The Owner will provide compaction tests at various locations during the work as directed by the Engineer. In the event of a test failure, the Contractor shall remove and re-compact unacceptable backfill or fills in accordance with the plans and specifications.

THE COST OF RE-TESTING SHALL BE BORNE BY THE OWNER OR CONTRACTOR.

15.05 Manholes
All manholes shall be of concrete construction and shall be placed in accordance with the approved plans, and these Improvement Standards. The manhole base may be pre-cast or poured in place, conform to ASTM C-470, and shall be placed in accordance with the plans and these specifications. Control of water in excavations shall be to the satisfaction of the City Engineer.

Precautions shall be taken to assure that pipe entering and leaving manholes does not deviate from the installed alignment and grade during and after construction. Flex connectors at the inlet and outlet of manholes shall comply with ASTM C-923. Sufficient material shall be placed on said lines to prevent such movement. Ground beneath the manhole shall be compacted to 95% relative compaction prior to placing the base.

All manholes shall be precast concrete bases with precast reinforced concrete pipe sections, tapered sections, and adjustment rings. Reinforced concrete parts shall conform to ASTM designation C-478, and pipe sections shall be not less than 4 feet inside diameter.

Manhole joints shall be sealed against infiltration and exfiltration by means of sand-cement mortar between each joint, or by means of joint sealing compound as manufactured by the K.T.

Schneider Co., Houston, Texas under the brand name "Ram-Nek," or "Quick-Seal," as manufactured by Associated Concrete Products, Inc., or approved equal. Appropriate primers and preparation as specified by manufacturer shall be used.

Manholes shall be finished inside and out with sand-cement mortar to produce a water tight, smooth finish. Flow line channel through manhole shall have smooth trowel finish. 81 Section 10, Item B.
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Backfill shall be placed uniformly around the outside of the manhole so as to not create differential forces and the possibility of dislodging the manhole sections.

15.06 Concrete Structures
Concrete structures (drainage inlets and junction boxes, headwalls, inlet and outlet structures) shall be constructed of Class A concrete and shall conform to the plans, the provisions in Section 51, "Concrete Structures," of the State Standard Specifications, and these Improvement Standards. Concrete structure reinforcement, when not set forth on plans, shall conform to Caltrans Standard Plan details.

Box culvert invert elevations shall be as directed by the City Engineer to match existing conditions.

All concrete structures shall have smooth trowel finish and rounded inlets at all openings.

Drainage inlet, junction box combination structures shall pass full pipe flow in concrete channel.

Concrete structures in roadways shall be backfilled with Class 2 backfill compacted to not less than ninety-five percent (95%) relative compaction. Concrete structures off road or behind concrete curbs shall be backfilled with Class 3 backfill at not less than ninety percent (90%) relative compaction.

15.07 Miscellaneous Iron and Steel
Frames, grates, covers, and manhole riser rings shall conform to the provisions in Section 75, "Miscellaneous Metal," of the State Standard Specifications.

Manhole frames and covers shall be cast iron in accordance with ASTM A-48, Class 35B with H20 loading rating and shall be California Concrete Pipe Model A-640/A-1024 or approved equal.

Manhole covers shall have raised lettering not less than 1" spelling out "City of Sutter Creek," cast into cover and center of each manhole shall spell out "Sewer" or "Storm Drain" with 2" lettering or as approved by City Engineer.

15.10 Adjusting Utilities to Grade
Contractor shall adjust existing manhole frames, water valve boxes, and water meter boxes affected by his work to grade in accordance with these Improvement Standards.

Manholes shall be adjusted to grade with cast iron riser rings and asphalt concrete backfill. Riser rings shall conform to these Improvement Standards. Asphalt concrete shall conform with Section 13.09 except it can be hand placed.
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16.00 CONSTRUCTION STANDARDS – SANITARY SEWER

TITLE PAGE
SECTION 01080 – STANDARD SPECIFICATIONS 01080/1
SECTION 01210 – PRECONSTUCTION CONFERENCE 01210/1
SECTION 01220 – PROGRESS MEETING 01220/1
SECTION 01300 – SUBMITTALS 01300/1
SECTION 01380 – PRECONSTRUCTION PHOTGRAPHS 01380/1
SECTION 01500 – TEMPORARY FACILITIES 01500/1 – 01500/2
SECTION 01560 – SPECIAL CONTROLS 01560/1 – 01560/3
SECTION 01700 – CONTRACT CLOSEOUT 01700/1 – 01700/2
SECTION 02102 – CLEARING AND GRUBBING 02102/1
SECTION 02200 – EARTHWORK 02200/1
SECTION 02221 – EXCAVATION, TRENCHING AND
BACKFILLING 02221/1 – 02221/4
SECTION 02540 – EROSION CONTROL 02540/1 – 02540/3
SECTION 02701 – ROADWAY REPAIR 02701/1 – 02701/2
SECTION 03306 – CONCRETE 03306/1 – 03306/3
SECTION 15060 – PIPE AND PIPE FITTINGS 15060/1
SECTION 15403 – GRAVITY SEWERS 15403/1 – 15403/6

STANDARD PRACTICE FOR TESTING CONCRETE

SEWER MANHOLES BY THE NEGATIVE AIR

PRESSURE
(VACUUM) TEST

ATTACHMENT A

STANDARD DETAILS ATTACHMENT B
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SECTION 01080 - STANDARD SPECIFICATIONS
All items noted on the plans related to the installation of sewers not covered by these Technical Specifications shall be provided and installed per the Standard Specifications.

The Standard Specifications shall be as published by the State of California, Business and Transportation Agency, Department of Transportation, latest edition.

Whenever in the Standard Specifications the following terms are used, the intent and meaning shall be interpreted as follows:

1. Department of Transportation: City of Sutter Creek

2. Engineer of State Highway Engineer: Weatherby-Reynolds-Fritson Engineering and Design.

3. State: City of Sutter Creek

4. Special Provisions: These specifications and contract documents.

In case of conflict between the Standard Specifications and these Technical Specifications, these Technical Specifications shall take precedence over and be used in lieu of such conflicting portions.

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SECTION 01210 - PRECONSTRUCTION CONFERENCE
DESCRIPTION: Prior to start of construction, owner will arrange an on-site meeting with the contractor. The meeting agenda will include the following:
• Correspondence Procedures
• Designation of Responsible Personnel
• Labor Standards Provisions
• Payroll Reports
• Changes
• Payments to Contractor
• Subcontractors
• County and State Regulations
• Accident Prevention Program (including name of responsible supervisor) • Safety Program
• Tentative Construction Schedule
• Submittal of Shop Drawings, Project Data and Samples
The contractor shall designate a supervisory employee to carry out the Contractor's Accident Prevention Program and shall submit a proposed Safety Program, for approval by the owner, prior to commencing work under the contract.
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SECTION 01220 - PROGRESS MEETINGS
Once each month, the contractor and engineer shall arrange for an on-site meeting to discuss the following agenda items:

1. Review past months progress and update progress schedule submitted (Section 01300).

2. Determine and review next months’ progress.

3. Update record drawings.

4. Determine contract payment amount.

5. Review change order progress.

6. Determine need for additional change orders.

7. Review payroll records.

8. Submission of shop drawings, project data and samples.

9. Other items, as necessary.

The contractor shall be responsible for maintaining one complete set of plans and specifications at the job site for the progress meeting and shall be turned over to the engineer before final payment request.

Upon completion of all work and prior to final contract payment, the contractor shall furnish the engineer with three (3) sets of prints, catalog cuts, parts lists and operations and maintenance manuals for all mechanical and electrical items incorporated in the work. 86 Section 10, Item B.
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SECTION 01300 - SUBMITTALS

1. SUBMISSION PROCEDURES: At least ten (10) days before contractor's need for approval, submit three copies or two specimens (unless a different number is specified in the individual section) of all submittals required under this section to engineer. Identify all submittals.

When approved, one copy will be returned to contractor.

However, engineer reserves the right to request additional submittals. No materials requiring engineer's approval shall be delivered to the site until approval has been given.

2. ENGINEER'S APPROVAL: Engineer will indicate his approval or disapproval of the submittals and, if not approved as submitted, will indicate his reasons therefor. Any work done prior to such approval shall be at contractor's risk.

3. SHOP DRAWINGS:

A. Definition: The term "shop drawings" includes drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, and similar materials furnished by contractor to explain in detail specific portions of the work required by the contract.

B. Contractor's Review and Approval: Contractor shall coordinate all such drawings, and review them for legibility, accuracy, completeness and compliance with contract requirements and shall indicate his approval thereon as evidence of such coordination and review. Shop drawings submitted to engineer without evidence of contractor's approval shall be returned for resubmission.

C. Approval by Engineer: Such approval shall not relieve contractor from responsibility for any errors or omissions in such drawings, nor from responsibility for complying with the requirements of this contract, except with respect to variations described and approved in accordance with Paragraph D below.

D. If shop drawings show variations from the contract requirements, contractor shall describe such variations in writing, separate from the drawings, at the time of submission.

All such variations must be approved by the engineer.

4. PROGRESS SCHEDULE: Within five (5) days after receiving Notice to Proceed, submit a Progress Schedule (normally in bar chart form) showing estimated starting and completion dates for each part of the work.
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SECTION 01380 - PRECONSTRUCTION PHOTOGRAPHS
Prior to starting construction, contractor shall provide engineer with preconstruction photographs as follows:

Pipeline:
a) Public streets - 100 ft. intervals looking ahead.
b) Cross-Country - 200 ft. intervals looking ahead.
c) Fence Lines and Driveways - Two (2) required at each crossing to clearly show condition and materials of construction.
d) Minor Structures - Four (4) required, one (1) from each of the cardinal directions, such as: North, South, East and West; or, in the case of stream structures, upstream and downstream; and one (1) from each side of the stream.

Buildings and Major Structures:

At least ten (10) photographs from angles sufficient to show all aspects of the construction.

Photographs will be processed; identified for location and placed in a photo album; bound in hard-back, three ring (two-inch diameter) binders; and turned over to the owner within thirty (30) days after award of contract and prior to starting construction.

NO WORK SHALL BE ALLOWED TO START UNTIL PHOTO ALBUM HAS BEEN REVIEWED AND APPROVED BY THE ENGINEER.
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SECTION 01500 - TEMPORARY FACILITIES

1. SIGNS, SIGNALS, AND BARRICADES: Contractor to provide, erect and maintain barricades, lights, danger signals and warning signs, and take all necessary precautions for the protection of the work.

2. UTILITIES:

A. Power: The contractor shall arrange with the Pacific Gas and Electric Company for temporary and permanent electric power used for construction and operation. The cost of construction power shall be paid by the contractor. EXISTING UTILITY POLES ARE NOT TO BE MOVED.

B. Water: Water for all domestic consumption and construction will be provided by the contractor. Contact the Amador County Water Agency at 223-3018.

C. Temporary Heating: The contractor shall provide temporary heating, covering and portable enclosures as necessary to protect all work and material against damage by dampness and cold. The contractor shall supply all fuel, equipment and materials required for temporary heating.

3. STORAGE FACILITIES:

A. Confine storage of materials to contractor's office site.

B. Contractor to provide temporary sheds or other covered facilities for storage of materials subject to weather damage. Number and size of structures shall be subject to engineer's approval. Locate structures to avoid interference with work and relocate as required by progress of work.

C. Contractor to remove structures and surplus stored materials at completion of work.

4. SANITARY FACILITIES:

A. Contractor to provide and maintain facilities in compliance with applicable state and local laws, codes and ordinances.

B. Contractor to provide cool, potable water for construction personnel in locations convenient to work stations.

C. Contractor to provide sufficient lighted and ventilated toilet facilities in weatherproof, sightproof, sturdy enclosures. Place in approved locations where facilities will be secluded from public observation and convenient to work stations. Relocate as work progress requires.

D. Contractor to completely remove temporary facilities on completion of work.

5. CONSTRUCTION CAMP: No construction camp will be allowed on the project site. 89 Section 10, Item B.
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6. CONTRACTOR'S OFFICE: During the performance of the contract, the contractor may maintain a suitable office at the site of the work which shall be the headquarters of a representative of the contractor. If the contractor elects to provide office space, it shall be a subsidiary obligation of all other items of work.
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SECTION 01560 - SPECIAL CONTROLS

1. PRESERVATION OF NATURAL FEATURES: Confine all operations to within the work limits of the project. Exercise special care to maintain natural surroundings undamaged. Do not remove, injure or destroy trees or other planting without prior approval. Do not fasten ropes, cables or guys to existing trees for anchorage. Restore damaged trees or natural features as nearly as possible to original condition at no additional expense to the owner.

2. HOUSEKEEPING:

A. Keep project neat, orderly and in a safe condition at all times. Immediately remove all hazardous rubbish. Do not allow rubbish to accumulate. Provide on-site containers for collection of rubbish or dispose of it at weekly intervals during progress of work.

B. Wet down dry materials and rubbish to prevent blowing dust.

C. Keep volatile waste in covered containers.

D. Unless stated otherwise in permits, place cold mix surfacing where trench crosses areas where permanent paving is required at the end of each day's work.

3. DISPOSAL OF RUBBISH: Dispose of waste materials, legally, at county dump. Do not bury wastes inside the project site.

4. AIR AND WATER POLLUTION CONTROL:

A. Take all necessary reasonable measures to reduce air and water pollution by any material or equipment used during construction.

B. No burning of debris will be permitted inside the project unless a valid California Division of Forestry burning permit has been issued.

C. Do not dispose of volatile wastes or oils in storm or sanitary drains, nor allow such materials to reach streams.

D. Do not allow waste materials to be washed into the bed of a stream. Provide silt fences and hay bales, as required.

E. When excavations are made, immediately utilize resultant loose earth by filling and compacting in place, or dispose of it off the site.

5. FIRE PREVENTION AND PROTECTION:

A. Hazard Control: Take all necessary precautions to prevent fire during construction.

Provide adequate ventilation during use of volatile or noxious substances.

B. Spark Arrestors: Equip all gasoline or diesel powered equipment used in potential forest or grass fire locations with spark arrestors approved by the U.S. Forest Service. Written determinations of areas and periods of potential fire hazard will be issued by engineer. 91 Section 10, Item B.
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C. Building Safety: Smoking within buildings or temporary storage sheds is prohibited. No welding or cutting by torch shall be performed unless adequate fire protection is provided and maintained for the duration of the work in the area of operations.

D. Protection Equipment Required: Provide and maintain suitable fire protection equipment. Furnish a minimum of one UL Class 2A, 2.5 gallon water type, stored pressure extinguisher, and one UL Class 10, Type 1, 15 pound B:C carbon dioxide extinguisher for each 3,000 square feet of building area or major fraction thereof. Travel distance from any workstation to the nearest extinguisher shall not exceed 100 feet.

6. DUST CONTROL: The contractor shall be responsible for alleviation or prevention of any dust nuisance arising from the work on this project, but the use of water or dust palliative as required, and as directed by the Engineer, and as set forth in these specifications. No separate payment will be made for dust control. The cost for same shall be considered to be included in the unit bid prices for the items to which it may apply. No petroleum or asphalt dust palliative may be used.

7. OCCUPATIONAL SAFETY AND HEALTH REGULATIONS: All provisions of the California Occupational Safety and Health Act (OSHA) shall be adhered to.

8. TRENCH SAFETY PLAN: The contractor shall be responsible for meeting all requirements of the State Division of Industrial Safety for trench excavations. Prior to the starting of work, the contractor shall obtain, at his expense, any necessary permits.

Nothing herein shall be deemed to allow the use of shoring, sloping or protective system less effective than that required by the Construction Safety Orders of the Division of Industrial Safety. In particular, the contractor shall, within five (5) days of the Notice to Proceed and in advance of excavation of any trench or trenches five feet or more in depth, submit to the owner a detailed plan showing the design of shoring, bracing, sloping or other provisions to be made for worker protection from the hazard of caving ground during the excavation of trench or trenches, in accordance with Section 6705 of the Labor Code, for acceptance by the engineer, and shall not proceed with such trenching until the plan has been accepted by the engineer. If such plan varies from the shoring system standards established by the Construction Safety Orders, the plan shall be prepared by a registered civil or structural engineer. Attention is directed to Section 832 of the Civil Code of the State of California relating to lateral and subjacent support, and the contractor shall comply with this law.

9. RIGHT OF ACCESS: The right is reserved to the owner, their consultants, employees or authorized agents, and electric, telephone and telegraph companies, and other utility companies to enter upon the area for the purpose of making repairs, changes and new installations that have become necessary by the improvement thereof, or for necessary maintenance or for construction review.

10. UTILITIES: Prior to starting construction, call U.S.A. (800) 227-2600 for assistance in locating all existing underground utilities.
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SECTION 01700 - CONTRACT CLOSEOUT

1. FINAL CLEANING: Remove all tools, equipment, surplus materials, and rubbish. Repair marred surfaces and remove grease, dirt, stains, foreign materials, fingerprints, and labels from interior and exterior finished surfaces. Do any required waxing and polishing. At time of final inspection, project shall be thoroughly clean and ready for occupancy.

2. PROJECT RECORD DRAWINGS:

A. Using colored ink, make changes on a set of clean prints of original tracings. Indicate all changes and revisions to the original design, which affect the permanent structures and will exist in the completed work. Reference underground utilities to semi-permanent or permanent physical objects.

B. Keep record drawings current. Inspection will be made monthly. Certification of accuracy and completeness will be required on submitted monthly payment requisitions.

3. SUBSTANTIAL COMPLETION AND FINAL INSPECTION: Submit written certification that project, or designated portion of project, is substantially complete, and request, in writing, a final inspection within ten days of receipt of request.

Should owner determine that the work is substantially complete, he will prepare a punch list of deficiencies that need to be corrected before final acceptance, and issue a notice of substantial completion with the deficiencies noted. Should owner determine that the work is not substantially complete, he will immediately notify contractor, in writing, stating reasons.

After contractor completes work, he shall resubmit certification and request for final inspection.

4. ACCEPTANCE OF THE WORK: After all deficiencies have been corrected, a letter of final acceptance will be issued. If only designated portions of the project have been inspected, a letter of partial acceptance will be issued for that portion of the work.

Temporary use of facilities by the owner will not constitute acceptance of the facilities used.

5. CLOSEOUT SUBMITTALS: Submit before final payment request.

A. Project Record Drawings: As specified above.

6. POST-CONSTRUCTION INSPECTION: Prior to expiration of one year from date of final acceptance, owner will inspect project to determine whether corrective work is required.

Contractor will be notified, in writing, of all deficiencies. In accordance with terms of the Performance Bond, corrective work must start on noted deficiencies within ten days of receipt of notification to contractor or bonding company will be notified of forfeiture. 93 Section 10, Item B.
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SECTION 02102 - CLEARING AND GRUBBING
PART 1: GENERAL
1-1 DESCRIPTION: The work of this section consists of the clearing of vegetation; removal of foundations, culverts, stumps, roots and debris; disposal of unutilized materials; and related incidentals required to prepare the site for the contract work. 1-2 JOB CONDITIONS: Work Limits: Specific areas to be cleared and grubbed will be the areas necessary to do the contract work. However, in no case shall the area to be cleared extend beyond twenty feet from the centerline of the pipe work or twenty feet from any structure, unless shown otherwise on the plans.

PART 2: MATERIALS – None.

PART 3: EXECUTION
3-1 GRUBBING: When the height of the embankment is less than three feet from finish subgrade, removal all stumps, roots, and debris a minimum of twelve inches below the original ground. When the height of the embankment is three feet or more from finish subgrade, stumps may be cut flush and left in place. In embankment areas, backfill stump and root holes with approved material and compact before placing embankment material. In all excavation areas, remove stumps, roots, and debris a minimum of twelve inches below finish grade. All excess material shall be hauled to the County solid waste disposal site, unless an alternative is presented to the engineer and approved prior to the need for disposal.

PART 4: MEASUREMENT AND PAYMENT
4-1 Per project agreement.
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SECTION 02200 - EARTHWORK
PART 1: GENERAL
1-1 DESCRIPTION: Earthwork includes all labor, equipment, appliances, and materials as required or necessary to excavate, fill, backfill, and grade for the construction of all structures, ditches, dikes, embankments and graded areas, as shown on the plans and specified herein.

PART 2: MATERIALS
2-1 All materials for fill shall be native materials from the site unless all materials are found to be unusable. Material specifications shall be as noted in the Standard Specifications Section 19 and the California Building Code Appendix J, Latest Edition.

PART 3: EXECUTION
3-1 Earthwork shall conform to the provisions in section 19, "Earthwork", of the Standard Specifications, Appendix J of the California Building Code, Latest Edition, and these Special Provisions.

Compaction and placement dimensions shall meet the requirements of Section 19-6 (95% relative compaction) and the plans.
3-2 SURPLUS MATERIALS: All surplus materials may be stored at locations designated by the City of Sutter Creek Department of Public Works.

PART 4: MEASUREMENT AND PAYMENT
Measurement and payment shall conform to the provisions in Section 19-2 of the Standard Specifications (end-area method and cubic yards).
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SECTION 02221 - EXCAVATION, TRENCHING AND BACKFILLING
PART 1: GENERAL
1-1 DESCRIPTION: The work of this section consists of excavating, trenching, and backfilling for the construction and installation of pipelines and related structures. All excavation will be open cut. It includes all clearing and grubbing, drilling and blasting, construction of cribbing and cofferdams, dewatering and incidental work. 1-2 RELATED WORK SPECIFIED ELSEWHERE: Watering, Section 02233. 1-3 JOB CONDITIONS: If unauthorized overexcavation occurs, contractor shall be responsible for the repair of the area by backfilling with approved select material and compacting to 95 percent maximum density. (AASHO-T-191) 1-4 EXCAVATION CLASSIFICATION: Regardless of the nature of material excavated, all excavation will be considered unclassified.

PART 2: MATERIALS
2-1 GENERAL: All backfill material shall be approved before use and be free of roots, brush, debris, or other objectionable material.
2-2 EXCAVATED MATERIALS: Use only approved material for backfill and provide additional needs from approved sources outside of the project boundaries. Excess excavated material for backfill may be transported and used in areas of deficiency. 2-3 BACKFILL MATERIAL:

A. Initial Backfill: Shall be the material placed around the pipe to a point six inches below the top of the pipe and may be selected from job excavated material provided such material is finely divided and free from debris, organic matter and other deleterious substances and shall be classified such that 100 percent passes the No. 3/4 inch sieve. The material shall be placed immediately after pipe joints have been completed, inspected and passed by the Engineer. The material shall be carefully placed so as not to disturb or damage the pipe and shall be brought up evenly on both sides.

Where imported bedding material is used, initial backfill material may be selected from job excavated material, as described previously, if such suitable material is available.

B. Intermediate Backfill: Trench backfill above the initial backfill and to a point two feet below the top of the trench may be of job excavated material or imported backfill material, placed in any manner determined by the contractor. However, until the total backfill above the top of the pipe exceeds one (1) foot, machine-placed backfill material shall not be allowed to "free-fall" more than two feet. Jetting will not be allowed.
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C. Trench Excavated Intermediate Backfill Material: Shall be free from organic matter and other deleterious material and shall contain no concrete, stones or clods larger than three (3) inches in diameter and shall contain sufficient fines so that all voids will be filled when compacted, and shall be so constituted that compaction requirements can be met.

D. Imported Intermediate Backfill Material: Shall be identical with imported bedding material specified previously and shall be used where shown on the drawings. Jetting will not be allowed.

E. Top Backfill: The top two feet of backfill shall be job excavated material free from organic matter and other deleterious material and shall contain no concrete, stones, clods larger than three (3) inches in diameter and shall contain sufficient fines so that all voids will be filled when compacted, and shall be so constituted that compaction requirements can be met.
3-1 WATER: Clean, free from harmful substances.

PART 3: EXECUTION
3-1 STRUCTURE EXCAVATION:

A. Excavation Dimensions: Provide eighteen inches of clear working space, except as noted on the plans, between the exterior lines of the structure and the face of excavation or shoring. In all cases, extend to solid bearing and below frost line.

B. Foundation Treatment: Clean all rock or other foundation surface of loose material and cut to a firm surface either level, stepped, or serrated, as directed. Avoid excavation below the specified grade.

C. Excavation Approval: When excavation has been completed for a structure, the contractor shall notify the engineer, who will inspect the excavation. Place no concrete until the excavation is approved.
3-2 TRENCH EXCAVATION:

A. General: Excavate trenches to lines, grades and elevations indicated or staked in the field. Fine grade the trench bottom throughout and excavate to accommodate joints and connections so the barrel of the pipe will receive bearing pressure throughout from the trench bottom.

B. Trenching Guidelines: For excavation, trench width and depth shall be as follows:

Width, ample to allow a minimum free working space of one foot on each side of pipe barrel, except when hand dug; width of hand excavated trenches may be reduced providing approval is given, stability of soil is consistent with depth of trench required, and pipe can be satisfactorily installed to line and grade and properly backfilled; depth, at least four inches, but not exceeding twelve inches below pipe bottom; hand excavate placements for thrust blocks at grade and trim sides straight upward to original ground; pump off water which has accumulated in low ground; and keep excavation drained of water.
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C. If water is allowed to stand and the earth is softened, the earth must be completely dried or removed to firm material and the proper backfill placed before construction can proceed.
3-3 SHORING AND SHEETING:

A. Construct and maintain all shoring and sheeting necessary to protect the excavation, as needed for the safety of the employees and as required by applicable state and federal laws.

B. Do not disturb or remove timber or other sheeting driven to a depth below the elevation of the top of the pipe.

C. As directed, remove all other sheeting and shoring when safe to do so. Any portion wholly buried by earth and at a distance of at least eighteen inches from any timber members of permanent structures need not be stripped.

D. When shoring or sheeting is used in the trench, the fill shall be carried to a height sufficient to prevent the surrounding ground from cracking or caving into the trench before the shoring or sheeting is removed.
3-4 BACKFILL: As directed, mound at the surface to allow for settlement to adjacent finish grades. Prior to final inspection and acceptance, level areas of fill to surrounding ground surface. Do not backfill until all pipelines have been inspected and tested, and permission given to backfill. Place no backfill against foundation walls until concrete has thoroughly set.

A. Compaction of Backfill Material: May be accomplished by mechanical tamper, by vibrating, or by a combination of these methods, as required. 3-5 BACKFILL OF STRUCTURES: Place backfill material in horizontal uniform layers not to exceed eight inches. Bring each layer up uniformly on all sides of the structure and thoroughly compact using pneumatic compaction or other approved methods. Moisten backfill prior to placing to insure maximum compaction. Puddling or water flooding for consolidation of the backfill will not be permitted.
3-6 TRENCH BACKFILL WITHIN CITY ROADS: Trench backfill within City roads shall be concrete slurry per City Standard Detail.
3-7 TRENCH WORK WITHIN STATE RIGHT OF WAY: Same as above or per City permit.
3-8 TRENCH WORK WITHIN PRIVATE ROADWAYS, DRIVEWAYS AND/OR IN OTHER TRAFFIC AREAS: None.
3-9 TRENCH WORK WITHIN NON-TRAFFIC EASEMENTS LOCATIONS: Bedding and initial backfill portions of the trench shall be compacted to a minimum compactive effort of 90%, as measured by California Test Method No. 216. The intermediate portion of backfill shall be compacted sufficiently to prevent settling of the trench backfill. 98 Section 10, Item B.
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3-10 SHORING, SHEETING AND BRACING: When shoring or sheeting is used in the trench, the fill shall be carried to a height sufficient to prevent the surrounding ground from cracking or caving into the trench before the shoring or sheeting is removed. 3-11 CHECK DAMS: Check dams shall be constructed to reduce erosion along the surface of the new trench construction.
3-12 CLEANUP: Grade all areas disturbed to a finish ordinarily obtained from a blade grader with no abrupt changes in grade or irregularities that will hold water. Prior to final inspection and acceptance, remove all rubbish and excess material and leave area in a neat, satisfactory condition.

PART 4: MEASUREMENT AND PAYMENT
4-1 Per project agreement.
99 Section 10, Item B.
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SECTION 02540 - EROSION CONTROL
PART 1: GENERAL
1-1 DESCRIPTION: This work shall consist of performing, erosion control, planting and other work necessary for improving the appearance of the disturbed areas and preserving the owner's investment.

Erosion control and planting shall be performed in accordance with these technical specifications, the Cal-Trans Standard Specifications, Section 21 (Latest Edition), the details shown on the plans, and as directed by the engineer.

PART 2: MATERIALS
2-1 TOPSOIL: Shall consist of fertile, friable soil of loamy character and shall contain an amount of organic matter normal to the region. it shall be obtained from well drained arable land and shall be reasonably free from subsoil, refuse, roots, heavy or stiff clay, stones larger than one inch in size, coarse sand, noxious seeds, sticks, brush, litter and other deleterious substances. Topsoil shall be capable of sustaining healthy plant life. 2-2 COMMERCIAL FERTILIZER: Shall conform to the requirements of the California Food and Agricultural Code. Commercial fertilizer for erosion control work shall be in pelleted or granular form and shall have a minimum guaranteed chemical analysis of sixteen percent (16%) nitrogen and twenty percent (20%) phosphoric acid. The fertilizer for erosion control work need not contain water-soluble potash. 2-3 FIBER: Unless otherwise specified, fiber shall be produced from non-recycled wood, such as wood chips or similar wood materials and shall not be produced from sawdust or from paper, cardboard, or other such materials. Fiber shall be of such character that the fiber will disperse into a uniform slurry when mixed with water. Water content of the fiber, before mixing into a slurry, shall not exceed fifteen percent (15%) of the dry weight of the fiber. The percentage of water in the fiber shall be determined by California Test 226. Commercially packaged fiber shall have the moisture content of the fiber marked on the package. Fiber shall be colored to contrast with the area on which the fiber is to be applied, shall be non-toxic to plant or animal life, and shall not stain concrete or painted surfaces.
2-4 SEED: All seed that is required to be labeled under the California Food and Agricultural Code, shall be labeled in accordance with said Code.

Before seeding, the contractor shall furnish written evidence (seed label or letter) to the engineer that seed, not required to be labeled under the California Food and Agricultural Code, conforms to the purity and germination requirements in the special provisions.

The percentage of seed germination shall include the germination percentage of any hard seed.

If seed conforming to the specified purity or germination is not readily available, seed with less than the specified purity or germination may be used under the following conditions:
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A. The application rate for such seed shall be increased to compensate for the less than specified purity or germination.

B. Prior to using such seed, the contractor shall submit to the engineer the purity and germination percentages, and the proposed increased application rate for such seed.

C. No such seed shall be used before the engineer has approved, in writing, the use of such seed and the increased application rate.

D. The additional seed required because of the increased application rate shall be furnished and applied at the contractor's expense.

Seed specified without a purity or germination requirement shall be labeled to include the name, date (month and year) collected, and the name and address of the seed supplier.

Said seed, at the time of sowing, shall be from the previous or current year's harvest.

All shipments of seed not accompanied by a valid California Nursery Stock Certificate shall be reported to the County Agricultural Commissioner at the point of destination for inspection and shall be held until released by the Commissioner.

Seed treated with mercury compounds shall not be used.
2-5 SEED SPECIES: The seed used for all outside of yard areas shall consist of 50% Blando Brome and 50% Annual Rye. Contractor to contact the Amador County Agricultural Commissioner for verification of seed mixture. Seed for yard areas shall be an approved lawn seed selected by the contractor and approved by the engineer. 2-6 Twelve (12) straw hay bales shall be kept on the site at all times when rainfall and runoff are eminent. Steel rods (three feet long) shall be used (two per bale) to hold bales down.

PART 3: EXECUTION
3-1 DESCRIPTION: This work shall consist of furnishing erosion Control materials; preparing slopes and planting areas; placing topsoil where necessary; applying fertilizer, seed, fiber; and planting all areas disturbed by construction. Erosion control work shall consist of mixing seed, fertilizer, fiber and water and applying said mixture by hand or with hydro-seeding equipment, at the contractor's option. 3-2 PREPARATION: Preparation shall include all work required to make ready the areas for erosion control materials.

Loose rocks larger than 2.5 inches in maximum dimension and debris on the surface of the ground shall be removed and disposed of outside the project. 3-3 SEEDING AND FERTILIZING: Hand-seeding or hydro-seeding shall consist of mixing and applying seed and commercial fertilizer with fiber and water.

The materials shall be applied uniformly at the following rates:

Seed: 100 pounds per acre
Fertilizer: 100 pounds per acre
Fiber: 500 pounds per acre
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The quantity of water shall be as need for application.

Mixing of materials with hydro-seeding equipment shall be performed in a tank with a built-in continuous agitation system of sufficient operating capacity to produce a homogeneous mixture and a discharge system which will apply the mixture at a continuous and uniform rate.
3-4 PLACING STRAW BALES: Three (3) bales shall be placed at locations identified by the engineer if runoff occurs.

PART 4: MEASUREMENT AND PAYMENT
4-1 Per project agreement.
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SECTION 02701 - ROADWAY REPAIR
PART 1: GENERAL
1-1 DESCRIPTION: The work of this section consists of the backfilling, compaction, grading and repaving of roadways damaged or destroyed during the construction of project elements and appurtenances.
1-2 RELATED WORK SPECIFIED ELSEWHERE: Section 02221 - Excavation, Trenching and Backfilling; Section 02233 - Watering; Encroachment Permits. 1-3 QUALITY ASSURANCE: California Business and Transportation Agency, Department of Transportation (Cal-Trans) Standard Specifications. Reference to Cal-Trans is for the purposes of specifying material requirements and methods only.

Minimum depth shall be six inches for roadways.
3-3 PRIME COAT: Shall be in accordance with Standard Specifications Section 93 and shall be applied at the rate of .50 gallons per square yard, as directed for roadways. 3-4 ASPHALTIC PAVEMENT: All disturbed areas which were originally paved shall be repaved with minimum of two inches of asphalt concrete pavement for roadways.

Asphalt concrete shall be in accordance with Standard Specifications Section 39.

Finished pavement shall be spread and compacted in accordance with Standard Specifications Section 39-6 and 39-7.

At end of each day's work, temporary paving shall be placed in all areas where permanent paving will be placed.
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PART 4: MEASUREMENT AND PAYMENT
4-1 Per project agreement.
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SECTION 03306 - CONCRETE
PART 1: GENERAL
1-1 QUALITY ASSURANCE: Standards, American Concrete Institute (ACI), American Society for Testing and Materials (ASTM), and Federal Specifications (FS). 1-2 Coordinate these specifications with Section 90 of the Standard Specifications.

PART 2: MATERIALS
2-1 CEMENT: FS SS-CI92, Type I, Portland Cement, free from lumps. 2-2 AGGREGATE: Free from oil, alkali, organic matter, or other deleterious substances.

Aggregate may consist of sand and gravel separately batched at construction site, central batching plant combined sand and gravel, or pit-run gravel, as approved, and well graded in accordance with Section 90-3.04 of the Standard Specifications, one inch maximum. 2-3 WATER: Potable.
2-4 REINFORCING STEEL BARS: FS QQ-S-632, Type II, Class B40, Intermediate, billetsteel, free from rust, scale or oil. 2-5 REINFORCING STEEL MESH: Welded steel fabric, ASTM A185, free from rust, scale or oil. Fabric, steel wire, FS RR-W- 375.
2-6 FORMS: Steel, plywood, or other approved material.
2-7 CURING COMPOUNDS: In accordance with Section 90-7 of the Standard Specifications.
2-8 ADMIXTURES: In accordance with Section 90-4 of the Standard Specifications.

PART 3: EXECUTION
3-1 FORMS: Construct true to lime and grade, sufficiently rigid to prevent deformation under load or vibration placement of concrete. Clean and oil forms before placing concrete.
3-2 REINFORCING STEEL: Clean, place and secure, using metal chairs, spacers, or other approved devices. Tie wire, eighteen-gauge minimum, black annealed wire. Bending, splicing, and protection, ACI 318. Provide dowels in foundations for all vertical bars.

Place reinforcement as indicated or directed.
3-3 PROPORTIONING AND CONTROL: Concrete, minimum of six 94-pound sacks (I. 5 barrels) of cement per cubic yard of concrete. Maximum allowable net water content, including water in aggregate, 6.5 gallons of water per sack of cement. Roadway deck slabs shall have a minimum of seven 94 pound sacks of cement per cubic yard of concrete.
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A. Consistencv: Determine consistency in the field by the slump test, ASTM C143.

Slump for vibrated concrete, two to four inches; for non-vibrated concrete, two to five inches.

B. Strength: During pouring of the concrete, the contractor shall prepare standard test cylinders, which shall accurately represent the concrete placed in the forms. For each 75 cubic yards, or portions, poured each day in each separate structure, four standard cylinders shall be cast. Casting, handling, and curing of all cylinders shall be in accordance with ASTM C31. Additional cylinders may be required if an error in batching is suspected. The engineer may require that the test cylinders be prepared by inspection personnel.

Cylinders shall be tested for strength by a recognized testing laboratory at the contractor's expense and certified copies of the results shall be submitted to the engineer. One test cylinder from each group of four shall be tested at the end of seven days and three shall be tested at the end of twenty-eight days, all in accordance with ASTM C39. The minimum compressive strength for slabs and walls shall be 3000 pounds per square inch and all other structure shall be minimum 2400 pounds per square inch.
3-4 MIXING: Mix cement, aggregate, and water in an approved mechanical mixer for a minimum of 1.5 minutes before concrete placement. For small quantities, hand mixing may be permitted with approval. Remove entire content of drum before filling with materials for a succeeding batch. Mix concrete only in quantities required for immediate use. Retempering of concrete will not be permitted.
3-5 PLACING: With minimum handling, place concrete within thirty minutes after mixing.

Do not drop freely more than five feet. Place concrete footings on surfaces free of mud, loose or unsound rock, or other detrimental substances. Thoroughly tamp or vibrate concrete in forms.
3-6 FORMS REMOVAL: After concrete has set, minimum twelve hours, remove forms when and as directed.
3-7 CURING: Prevent rapid drying by covering exposed surfaces with craft paper, mats, earth, wet burlap, or an approved membrane curing compound for at least seven days. 3-8 PROTECTION: After placement in forms, maintain concrete at a temperature of fifty degrees Fahrenheit for a period of seventy-two hours, and at a temperature above thirtytwo degrees Fahrenheit for an additional period of three days.

PART 4: MEASUREMENT AND PAYMENT
4-1 Per project agreement.
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SECTION 15060 - PIPE AND PIPE FITTINGS
PART 1: GENERAL
1-1 DESCRIPTION: The work of this section includes furnishing and installing all pipe, fittings and other appurtenances where replacement is found to be the most cost effective means of rehabilitation.
1-2 QUALITY ASSURANCE: See individual sections in Division 15. 1-3 RELATED WORK SPECIFIED ELSEWHERE: Excavation, Trenching and Backfilling - Section 02221; Concrete - Section 03306; Gravity Sewer - Section 15403.

PART 2: MATERIALS
2-1 PIPING: Cast iron, ductile iron or plastic pipe may be used. Alternative materials will be reviewed on a case by case basis.
2-2 PIPE FITTINGS: Fittings to be manufactured by the pipe manufacturer or to their specifications. Other appurtenances shall have special adapters which are compatible with both fittings and pipes. All metal fittings shall be bituminous coated and lined.

PART 3: EXECUTION
3-1 INSTALLATION: Shall be in accordance with the pipe manufacturer's recommendations, these specifications and the engineer's direction.
3-2 CLEANING: All cleaning shall be accomplished prior to testing and shall be in accordance with individual pipe sections.
3-3 TESTING: According to Section 15403 for the respective pipe. 3-4 DISINFECTION: No disinfection is required for any pipeline work.

PART 4: MEASUREMENT AND PAYMENT
4-1 Per project agreement.
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SECTION 154030- GRAVITY SEWERS
PART 1: GENERAL
1-1 DESCRIPTION: The work of this section consists of furnishing and installing PVC pipe for the gravity flow sewer lines and furnishing and installing ductile iron pipe at locations where shown on and detailed in the plans.
1-2 RELATED WORK SPECIFIED ELSEWHERE: Excavation, Trenching and Backfilling, Section 02221; Watering, Section 02233; Clearing and Grubbing, Section 02102; Concrete, Section 03306; Pipe and Pipe Fittings, Section 15060; Roadway Repair, Section 02701.
1-3 QUALITY ASSURANCE: References, American National Standards Institute (ANSI); American Water Works Association (AWWA); and manufacturer's printed recommendations.

PART 2: MATERIALS
2-1 PIPE: Pipe and pipe fittings of the type, class and size shown on the plans shall conform to the respective specifications and other requirements specified below.

PVC sewer pipe shall conform to the requirements of ASTM Designation D3034, Type PSM of the size as shown on the plans. Pipe joints shall be an integral part of the pipe, joining with an 0-ring.
2-2 At locations where shown on and detailed in the plans, the contractor shall install the below listed pipe.

A. Ductile iron pipe shall conform to the requirements of ANSI Standards A21.50 and A21.51, thickness Class 5. The pipe shall be bell and spigot with a tyton joint conforming to the requirements of ANSI Standards A21.11. Pipe shall have a coal-tar epoxy lining in conformance with AWWA Standards C210. 2-3 At locations shown on the plans, furnish and install casing of the size shown, meeting the requirements of the State Department of Transportation. 2-4 PRECAST CONCRETE MANHOLES:

A. Precast concrete manhole parts shall conform to the requirements of ASTM Designation C478 or AASHO Designation M199, using Type II cement conforming to ASTM Designation C150.

B. Manhole Joints: Precast manhole shall be a commercial joint compound. Cement mortar shall consist of one part Portland cement and two parts sand by volume.

Sand shall be well-graded and of such size as will pass a No. 8 sieve and shall conform to the strength requirements of AASHO Designation M45.

C. Miscellaneous Iron and Steel Items: Shall conform to the dimensions and details shown on the plans, and as specified herein:
108
Section 10, Item B.
79 of 110
Cast iron for manhole frames and covers and cleanout frames and covers shall conform to the requirements for Class 30 gray iron castings, as specified in ASTM Designation A48. The castings shall be thoroughly cleaned and coated with commercial quality, asphaltum paint. Frames and covers shall fit into their frames without rocking.
2-5 FLEXIBLE COUPLINGS: Shall be Smith-Blair flexible cast iron couplings series 411, Dresser Style 38, or equal or in locations where no evidence of high ground water exists, flexible couplings made of virgin poly-vinyl chloride installed with stainless steel clamps may be used.

PART 3: EXECUTION
3-1 EXCAVATION, TRENCHING AND BACKFILLING: Excavation of trenches, backfilling and compacting for gravity sewers shall be in accordance with the applicable requirements of Section 02221 - Excavation, Trenching and Backfilling. 3-2 PIPE LAYING: Shall proceed upgrade with the spigot ends of bell and spigot pipe painting in the direction of the flow. If the maximum width of the trench at the top of the pipe, specified in Section 02221, is exceeded for any reason other than by direction, the contractor shall install, at no additional cost to the owner, such higher strength pipe or improved bedding as may be required to satisfactorily support the added load of the backfill. Trenches shall be kept free from water, and pipe shall not be laid when the condition of the trench or the weather is unsuitable for such work. As work progresses, a 9 gage galvanized steel locator wire shall be installed under the centerline of all nonmetallic pipe in the trench.

A. Alignment: Each pipe shall be laid true to line and grade and in such manner as to form a close concentric joint with the adjoining pipe and to prevent sudden offsets of the flow line. Alignment and grade shall be obtained by plumbing and measuring from a tightly stretched wire or line running parallel with the flow line grade, and supported over the center line of the sewer by batterboards or bars accurately placed and firmly fastened in place across the trench.

B. Pipe Cleaning: As the work progresses, the interior of the sewer pipe shall be cleared of all dirt and superfluous materials of every description. At times when work is not in progress, or where pipe stub-outs have been constructed, open ends of pipe and fittings shall be securely and satisfactorily closed so that no trench water, earth or other substances will enter the pipe or fittings. 3-3 JOINTING: The inside of bells or couplings, gasket grooves, gaskets and spigot ends shall be cleaned prior to joining pipe. All jointing surfaces shall be lubricated and the joint assembled as recommended by the respective pipe manufacturer. 3-4 MANHOLES: Manholes shall be constructed in the location and to the dimensions shown on the plans. The precast units shall be assembled accurately, with full-bed commercial joint compound. All manhole bases shall be four way precast units.

The top of the manhole covers shall be accurately brought to the elevations indicated on the plans, or if no elevations are indicated, they shall be brought flush with the surface of the surrounding pavement. Manholes located outside paved areas shall be constructed to a cover grade six inches above the surrounding ground. Manholes shall be constructed 109
Section 10, Item B.
80 of 110
with not more than twelve inches of throat section between the top of the cone and the base of the frame.

All precast concrete manhole parts and cast iron frames and covers, which are removed per plans, shall be returned to the owner. All precast concrete manhole parts and cast iron frames and covers, which are removed, shall be shipped to suitable storage site, as specified by the owner.
3-5 AREAS REQUIRING FILL: Areas requiring fill so as to provide protection for the pipe or manholes shall be filled with import or select excavated material similar to normal backfill material to the required grade as shown on the plans. Grading, spreading and compacting shall be as approved by the engineer.
3-6 PAVEMENT RESTORATION: Pavement, bases and subgrade cut or damaged during the construction of sewer facilities, shall be replaced as specified in Section 02701.

Where permanent pavement cannot be placed within 24 hours after backfilling, temporary pavement shall be placed and then removed when permanent paving is installed.
3-7 CLEANING SEWER LINES: Pressure sewer shall be flushed with water and "balled" to ensure that all dirt, debris and obstructions are removed. Such work shall be performed in the presence of and to the satisfaction of the engineer; and the contractor shall notify said party at least one working day in advance of starting the cleaning work. Water for flushing shall be furnished and paid for by the contractor. 3-8 LEAKAGE TESTS: Gravity sewers and manholes shall be initially tested by the contractor for tightness after they have been completed and backfill has been placed.

All tests shall be witnessed and approved by the engineer. Water, air and equipment for tests shall be furnished and paid for by the contractor.

A. Air Test for Gravity Sewer Lines: Shall be performed in accordance with the following:

Before this test is performed, the pipe installation shall be cleaned in the following manner:

The contractor shall furnish an inflatable rubber ball of a size that will inflate to fit snuggly into the pipe to be tested. The ball may, at the option of the contractor, be used without a tag line; or a rope or cord may be fastened to the ball to enable the contractor to know and control its position at all times. The ball shall be placed in the last cleanout or manhole on the pipe to be cleaned, and water shall be introduced behind it. The ball shall pass through the pipe with only the force of the water impelling it. All debris flushed out ahead of the ball shall be removed at the first manhole where its presence is noted. In the event cemented or wedged debris, or a damaged pipe shall stop the ball, the contractor shall remove the obstruction.

Test: The contractor shall furnish test plugs; an air compressor; and personnel for conducting the acceptance test under the direction of the owner. The owner shall furnish the test gauge; stopwatch; and the supervision of the test. 110
Section 10, Item B.
81 of 110
Immediately following the pipe cleaning described, the pipe installation shall be tested with low-pressure air. Air shall be slowly supplied to the plugged pipe installation until the internal air pressure reaches 4.0 pounds per square inch greater than the average back pressure of any ground water that may submerge the pipe. At least two minutes shall be allowed for temperature stabilization before proceeding further.

The rate of air loss shall then be determined by measuring the time interval required for the internal pressure to decrease from 3.5 to 3.0 pounds per square inch greater than the average back pressure of any ground water that may submerge the pipe.

The pipeline shall be considered acceptable, when the time interval for the decrease in pressure exceeds that shown in the table below:

Pipe Size (Inches) Time
4 2 min. 32 sec.
6 3 min. 50 sec.
8 5 min. 6 sec.
10 6 min. 22 sec.
12 7 min. 39 sec.

If leakage is greater than that specified above, the defective joints shall be located and repaired until the leakage is within the specified allowance, without additional cost to the owner.

B. Manhole Leakage: All manholes shall be tested for leakage. This test shall be made by plugging all openings in the manholes, filling same with water and checking the loss in a one-hour period. The loss shall not exceed 0.25 gallons, per foot of depth, per hour. Manhole leakage in excess of the allowable maximum shall be corrected by repairs and retesting, as required.

C. Alternate Manhole Leakage Test Method: An acceptable leakage test method for the manholes shall be by the negative air pressure (vacuum) test method. Testing shall be per ASTM Standard C924 and “Standard Practice for Testing Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test”’ as prepared by Mel C. Marshall Industrial Consultants, Inc. Testing apparatus and printed detailed testing procedures are available from Teichert Precast (916) 386-6964. 3-9 Following completion of each line, connect new line to old line with the least amount of disturbance to existing customers. Notify City maintenance and cooperate in determining an appropriate time for the changeover.
111
Section 10, Item B.
82 of 110
PART 4: MEASUREMENT AND PAYMENT
4-1 MEASUREMENT:

A. General: Work covered by this section will not be accepted until backfilling and tests connected with the work have been completed satisfactorily. Any section of the sewer that is found defective in material, alignment, grade or joints before acceptance shall be satisfactorily corrected by the contractor at no additional cost to the owner.

B. Gravity Pipe: Gravity pipe of the respective sizes and types will be measured in place along the surface of the pipe by the linear foot. The measurement will be continuous through all manholes, except that said measurement will be taken to center only of manholes where sewer lines terminate.

C. Manholes: Will be measured on the basis of each manhole type completely installed.

The cost of plugged sewer stubs shall be included in the unit price bid for manholes.

D. Casing: Will be measured for the respective sizes in place. 4-2 PAYMENT:

Per project agreement.
112
Section 10, Item B.
83 of 110

17.00 DESIGN STANDARDS - LANDSCAPING
Project specific tree, landscaping, and irrigation plans shall be provided in accordance with the requirements of City of Sutter Creek Municipal Code Section 13.24. All plans are to be prepared by a qualified landscape person and submitted to the City for approval. Upon plan approval, all trees, landscaping, and irrigation system defined therein shall be constructed by the project proponent. All landscaping must be installed prior to issuance of a building permit certificate of occupancy.
113
Section 10, Item B.
84 of 110

18.00 STANDARD DETAILS: STREETS, STORM DRAIN, SEWER
Index of Standard Detail Drawings
STREET DETAILS:

Typical Street Sections ..............................................................................................................ST-1 Typical Locations of Underground Utilities ..............................................................................ST-2 Curb, Gutter, & Sidewalk ..........................................................................................................ST-3 Typical Ramp Driveways ..........................................................................................................ST-4 Standard Residential Driveway Approach .................................................................................ST-5 Driveway Profile ........................................................................................................................ST-6 Standard Driveway for Hillside Lots .........................................................................................ST-7 Standard Cul-De-Sac .................................................................................................................ST-8 Intersection Bulb ........................................................................................................................ST-9 Standard Street Sign Detail ......................................................................................................ST-10 Standard Street and Stop Sign Post Detail ...............................................................................ST-11 Standard Cross Gutter ..............................................................................................................ST-12 Standard Guard Panel ..............................................................................................................ST-13 Trench Restoration ...................................................................................................................ST-14 Street Light……………………………………………………………………...……………ST-15
STORM DRAIN DETAILS:

Drain Inlet Box ...................................................................................................................... SD-1 Storm Drain Manhole ............................................................................................................... SD-2 Curb & Grate Inlet .................................................................................................................... SD-3 Under Walk Drain ..................................................................................................................... SD-4 Storm Drain Outfall .................................................................................................................. SD-5 Rainfall Intensity Chart ............................................................................................................. SD-6 SANITARY SEWER DETAILS:

Standard Sewer Manhole Detail ................................................................................................ SS-1 Sewer Service Detail .................................................................................................................. SS-2 Cleanout to Grade ...................................................................................................................... SS-3 Trench Detail ............................................................................................................................. SS-4 Minimum Coverage Section ...................................................................................................... SS-5 Water Main Crossing Detail ...................................................................................................... SS-6 Sewer Notes ............................................................................................................................... SS-7 114
Section 10, Item B.

CITY OF SUTTER CREEK ST
TYPICAL STREET SECTIONS 1
6"
NOTE 1
44'
6"
NOTE 1
2% 2%
℄

ARTERIAL
12" CLASS II, A.B. (SEE NOTE 2)

1. 6' COMMERCIAL 4' RESIDENTIAL

2. MINIMUM STRUCTURAL SECTION, PER CITY STANDARDS, ACTUAL STRUCTURAL SECTI

3. SUBGRADE AND A.B. UNDER CURB, GUTTER & A.C., SHALL BE COMPACTED TO 95% R NOTES:
6"
NOTE 1
40'
6"
NOTE 1
2% 2%
℄

COLLECTOR
8" CLASS II, A.B. (SEE NOTE 2)
2-1/2" A.C.
2" A.C.
6"
NOTE 1
32'
6"
NOTE 1
2% 2%
℄
LOCAL
8" CLASS II, A.B. (SEE NOTE 2)
2" A.C.
4'
3'
24'
2% 2%
℄

LOCAL RURAL
8" CLASS II, A.B. (SEE NOTE 2)
2" A.C.
4' 1' MIN.
5% 5%
SEE DETAIL, ST-3
115
Section 10, Item B.

CITY OF SUTTER CREEK ST

TYPICAL LOCATION OF
UNDERGROUND UTILITIES 2

1. DEVIATIONS FROM THE STANDARD LOCATIONS SHOWN SHALL BE APPROVED BY TH NOTES:

SS
SD
SS
SD
SS

SD SDSS SDSS SDSS
5'
5' 5' 5'

PROPERTY LINE
MANHOLE, (TYP.)
SS

STORM DRAIN, (SD) SD

SANITARY SEWER, (SS)

STREET CENTERLINE

PROPERTY LINE
LEGEND:
116
Section 10, Item B.

CITY OF SUTTER CREEK ST
CURB, GUTTER, AND SIDEWALK 3

1. VERTICAL CURB AND GUTTER SHALL BE USED AT ALL CURB RETURNS.

2. 12" EXPANSION JOINT AT BOTH ENDS & MIDPOINT OF CURB RETURN

3. 12" WIDE EXPANSION JOINTS MAXIMUM INTERVAL 60'

4. 18" SCORED CONTROL JOINTS MAXIMUM INTERVAL 10'

5. GUTTER PAN WIDTH MAY BE REDUCED WITH APPROVAL OF CITY ENGINEER NOTES:

TRANSITION FROM ROLLED CURB & GUTTER TO

VERTICAL CURB & GUTTER AT CURB RETURNS

FLOWLINE
10' TOE BOARD SLOPE - UNIFORM 6" 4"
2% FACE OF CURB FLOW LINE 1.5" 6"
1'-11"
4' 6" 2' 12" VARIES 4"

CONCRETE SIDEWALK
CLASS II, A.B. @ 95% R.C.

CLASS II, A.B. @ 95% R.C., UNDER SIDEWALK
R=1"
R=1" TOP SOIL @ 80% R.C., FILL SLOPE = 3:1 CUT SLOPE = 2:1

1. CURB REQUIRED UNLESS OTHERWISE SPECIFIED.

2. LOCATE 1
2" TRANSVERSE EXPANSION JOINTS OF ASPHALT IMPREGNATED CELOTEX IN SI

3. ALL CONCRETE TO BE CLASS "B" OR BETTER.

4. FORMS SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO PLACEMENT OF CUR NOTES:

ROLLED CURB & GUTTER 10"
6" 6" 18" 1" BATTER 1-1/4" 6"
R=10"6"
R=10" FLOWLINE
R=1"
31" FACE OF CURB 4" DPTH 1.5"
2'-6" 2'-6" FLOWLINE
12"Ø REINFORCING BAR 4" A.B. @ 95% R.C
6" CONC.

V-GUTTER
117
Section 10, Item B.

CITY OF SUTTER CREEK ST
TYPICAL RAMP DRIVEWAYS 4
SECTION "A" - "A"

1. MINIMUM DRIVEWAY WIDTH SHALL BE 16' FOR RESIDENTIAL AND 24' FOR COMMERC

2. DRIVEWAY TO CONFORM WITH EXISTING SIDEWALK UNLESS OTHERWISE DIRECTED B

3. IF SIDEWALK EXISTS, IT SHALL BE REMOVED AND REPLACED WITH PORTLAND CONC

4. WHERE HIGH STREET CROWN EXISTS, DRIVEWAY RAMP MAY BE EXTENDED TO BACK

5. WHERE DRIVEWAY PROVIDES ACCESS TO A ONE-WAY STREET, APPROPRIATE SIGNS ENGINEER WILL BE REQUIRED.

6. DRIVEWAY RAMP SHALL BE AS WIDE AS EXISTING DRIVEWAY INTO YARD, ROUNDED

7. IN EVENT OF OBSTRUCTIONS IN PARKWAY, (E.G. POWER POLES ETC.), WIDTH MAY BE

8. PARKWAY WARP WINGS SHALL BE 3' FOR 6" OR HIGHER CURB. FOR 4-1/2" CURB, W

9. WHEN IT IS NOT POSSIBLE TO PROVIDE 2 LINEAL FEET OF FULL CURB HEIGHT, (WITH BETWEEN ADJACENT DRIVEWAYS, A COMMON DRIVEWAY SHALL BE INSTALLED.

10.FINE HAIR BROOM FINISH ON ALL DRIVEWAYS
NOTES:

8.33% MAX. 8.33% MAX.

A
A
5' MAX.
6' MIN. SEE NOTE 1 6' MIN.

AS REQUIRED

SCORE MARK

WEAKENED PLANE JOINT, (TYPICAL)

FACE OF CURB
4" CLASS II, A.B. @ 95% R.C.
1" MAX. CLASS "A" P.C.C.

PLAN
2% MAX.

AS REQUIRED 24" SIDEWALK SLOPE 2% MAX. 24" 6"
118
Section 10, Item B.

CITY OF SUTTER CREEK ST

STANDARD RESIDENTIAL
DRIVEWAY APPROACH 5 10' MIN. TO 20' MAX. (SINGLE DRIVEWAY) 24' MIN. TO 32' MAX., (COMMON DRIVEWAY) 4' MIN.
18" A.C. BUFFER, (IF REQ'D. ON CONC. DRIVEWAYS
25' FROM EDGE OF PAVING OR PROPERTY LINE, WHICHEVER IS GREATER CITY STREET 12" MIN. CULVERT OR VALLEY DRAIN. GRADE DITCH TO CONFORM R = 25'

RESIDENTIAL DRIVEWAY
12" CULVERT FLOWLINE

1. APPROACH SHALL BE CONSTRUCTED FROM ONE OF THE FOLLOWING: A) 2" A.C. OVER 4" CLASS II A.B. B) 6" CONCRETE w/6" x 6" x 10GA MESH OVER 2" CLASS II A.B. c) ALTERNATE DESIGN SUGGESTED AND APPROVED BY THE CITY.

2. SUBGRADE INSPECTION IS REQUIRED BEFORE PLACING A.B.

3. A BASE ROCK OR SAND LEVELING COURSE INSPECTION IS REQUIRED BEFORE PLACIN

4. ALL WORK SHALL BE IN CONFORMANCE WITH CITY STANDARDS.

5. DRIVEWAY APPROACH SHALL BE AT 90° OR AS NEAR AS 90° AS POSSIBLE.

6. PERPETUAL MAINTENANCE IS THE RESPONSIBILITY OF THE PERMITTEE.

NOTES:

EDGE OF EXISTING PAVEMENT

CUT EDGE TO VERTICAL AND TACK

CENTERLINE
90°'
119
Section 10, Item B.

CITY OF SUTTER CREEK ST

DRIVEWAY PROFILE
6 12" 9"
5' VERT. CURVE 5' VERT. CURVE * AS REQ'D.5' VERT. CURVE * 10% MAX.

EG
EG
5' VERT. CURVE 5' VERT. CURVE 10' VERT. * AS REQ'D. CURVE

2.5' * 10% MAX. 10"

2.5'
* GRADE CHANGE OF 8% MAX. IN 10'. 4"

DESCENDING DRIVEWAY

ASCENDING DRIVEWAY
℄
CONFORM EDGE OF PAVEMENT OR TOP OF DEPRESSED CURB, 1" LIP 2%
℄

CONFORM
EDGE OF PAVEMENT OR TOP OF DEPRESSED CURB, 1" LIP
2%
EG
EG
120
Section 10, Item B.

CITY OF SUTTER CREEK ST

STANDARD DRIVEWAYS
FOR HILLSIDE LOTS 7
60'
72'
12'
12' * 5'
R/W

HINGE POINT

GARAGE GARAGE
12' PROPERTY LINE
R=5'
R=18'
R=5'
R=18'
EDGE OF PAVEMENT 5% MAX OR DETAIL ST-6

1. PROPERTY LINE AT CENTERLINE OF DRIVEWAY ONLY WHEN BOTH OWN

2. * DEPENDS ON SETBACK REQUIREMENT
NOTES:
28' 20' MIN. 5' MIN.
12'
R=5' R=5' HINGE POINT

EDGE OF PAVEMENT
R/W R=3'
R=3' R=19.3'
28' MIN. TURNING
RADIUS

8.7' 1.5'

LEFT FRONT WHEEL PATH

RIGHT REAR WHEEL PATH

OVERHANG PATH
6' 6.5'

1. THESE STANDARDS APPLY ONLY WHEN GARAGE AND TURNING AREA ARE NEAR NOTE:

OTHER DRIVEWAY DESIGNS MAY BE APPROVED BASED ON THIS STANDARD 19'4' 3' 12' SEE DETAIL ST-6

DESIGN PASSENGER VEHICLE
121
Section 10, Item B.

CITY OF SUTTER CREEK ST
STANDARD CUL-DE-SAC 8

TABLE OF DIMENSIONS
50'
A
40'
B D
32' 20'
C
R/W
R/W
R/W
R/W
B

FACE OF CURB
A
1% MIN.

C
B
A
1% MIN.

FACE OF CURB

GRADE BREAK

1. NO MORE THAN 20 SINGLE FAMILY RESIDENCES MAY BE SERVED BY A CUL-DE-SAC (OR A TEMPORARY DEAD-END STUBBED STREET).

2. DIMENSION "E" & "F" SUBJECT TO SPECIFIC PROJECT APPROVAL.

3. 500' MAXIMUM LENGTH TO CENTERLINE OF INTERSECTING STREET.

4. GUTTER SLOPE AROUND CUL-DE-SAC SHALL BE 0.005 FT./FT. MINIMUM

5. BULB DIAMETER TO BE 104' AT PROPERTY LINE.

NOTES:

E
F
E
F
122
Section 10, Item B.

CITY OF SUTTER CREEK ST
INTERSECTION BULB 9
50' 32' 25'

R/W WIDTH PAVEMENT
40'
WIDTH
60'
CURB
35'
R1

FACE OF CURB

FACE OF CURB
R/W
R/W
P1 2
P
60' 79' 85' 62.91' 47.10' 15.81'
CL
60' 85'
CURB
R2 R3 a R/W
95' 52.91'
R 4 P TO P

15.81'
b 1

37.10'
2 P = CENTER FOR CURB & R/W ARCS
P = CENTER FOR ARC 2
1 CL

1. KNUCKLE DIMENSIONS TO VARY PROPORTIONALLY WITH OTHER R/W AND PA

2. OTHER R/W AND PAVEMENT WIDTHS SUBJECT TO APPROVAL BY CITY ENGIN NOTES:

R4
R3
R2
R1
R=25'

R/W WIDTH

PAVEMENT WIDTH
b
a
R=50'
CL
CL
R=50'
123
Section 10, Item B.

CITY OF SUTTER CREEK ST
STANDARD STREET SIGN DETAIL 10
ALTA ST. 2" 4"6" 1" 1"
24" MIN. - 36" MAX.
"BLACK", HIGH INTENSITY PRISMATIC REFLECTIVE SHEETING WITH UPPER CASE LETTERS "WHITE", HIGH INTENSITY PRISMATIC REFLECTIVE SHEETING ALUMALITE SIGN (0.125" THICK) R=1
2" (TYP.)

1. SIGNS SHALL BE PRINTED ON BOTH SIDES.

2. ALLEN HEAD SCREWS AFFIXING THE SIGN TO THE HARDWARE & CAP TO THE PIPE BEING FILLED WITH A "LIQUID METAL", IN SUCH A MANNER THAT THEIR REMOVAL

3. SEE STANDARD SIGN POST DETAIL ST-11..

4. CENTER LETTERS ON SIGN AND LEAVE 12" MIN. MARGIN ON BOTH ENDS.

5. 8-1/2" WITH BLOCK NUMBERS, BLOCK NUMBERS MAY BE REQUIRED BY CITY OR FI SHALL BE LOCATED AT THE TOP CENTER OF THE SIGN.

NOTES:
124
Section 10, Item B.

CITY OF SUTTER CREEK ST

STANDARD STREET AND STOP SIGN
POST DETAIL 11
STOP
STOP

1. STOP SIGN SHALL BE 30" FOR ALL STREET TYPES.

2. HIGH INTENSITY PRISMATIC REFLECTIVE SHEETING SHALL BE USED ON ALUMINUM 0

3. USE STANDARD 2" I.D. GALVANIZED IRON PIPE.

4. STOP BAR & "STOP" PER CALTRANS STANDARD DETAIL.

NOTES:

STOP AND STREET NAME SIGN ON SAME POLE
5 SACK CONCRETE
6" 3" 30" MIN. 10' MINIMUM 3"
SEE DETAIL, ST-10

BOTTOM SIGN IS MAJOR STREET
2' 7' MIN.
125
Section 10, Item B.

CITY OF SUTTER CREEK ST
STANDARD CROSS GUTTER 12 2"
2'-6" 2'-6" FLOWLINE
95% R.C. 8" P.C.C. CLASS II

TYPICAL SECTION
6" CLASS II, A.B.
5'
R=1"
2" BATTER

1. ENTIRE APRON SHALL BE CLASS II, (6 SACKS / CU. YD.) CONCRETE 8" THICK THROUG

2. VERTICAL CURB SHALL BE USED ON ALL CURB RETURNS.

3. EXPANSION JOINTS SHALL BE PLACED AT EACH END OF CROSS GUTTERS AND AT MI LONGITUDINAL AXIS.

4. CROSS GUTTERS MAY BE USED ONLY WHEN OTHER DRAINAGE SOLUTIONS ARE UNAV LIMITS OF CROSS GUTTER.

NOTES:
2' 10' TRANS. FROM VERT. CURB TO ROLLED CURB2' 10'
VARIES

FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW

GUTTER LIP

BACK OF ROLLED CURB

BACK OF VERTICAL CURB
1 4" EXPANSION JOINTS, (TYP.)
1 4" EXPANSION JOINTS, (TYP.) 1
4" EXPANSION JOINTS, (TYP.)

APRON APRON

CURB FACE FOR VERTICAL CURB

VARIES CROSS GUTTER

PLAN VIEW
126
Section 10, Item B.

CITY OF SUTTER CREEK ST
STANDARD GUARD PANEL 13

1. RAILS TO BE 2" x 8" CLEAR DOUGLAS FIR S4S, AND POSTS TO BE 6" x 6" PRESSURE T

2. BUTT ALL RAIL JOINTS ON CENTER OF POSTS, AND ADD ADDITIONAL SCREWS AS DI

3. ALL EXPOSED WOOD SHALL BE PAINTED WHITE, 2 COATS OF EXTERIOR ALKYD RESI

4. STANDARD TYPE N-5, 18" x 18" REFLECTOR TO BE CENTERED BETWEEN BARRICADE NOTES:

FRONT ELEVATION
SECTION "A" - "A"

ISOMETRIC
8' 8' 8'

PAVEMENT WIDTH
TYPE N-5, 18"x18", RED REFLECTOR (TYPICAL OF 3)
2" x 8" RAILS. ANCHORED 5 EACH SCREWS AT EACH POST, (TYP.) BEVEL BACK EDGE OF POST, (TYP.) 4" 8" 3'-6" MIN. 3' MIN. 10" 1' MIN.

EXISTING OR PROPOSED EDGE OF PAVEMENT
VARIES, 2' MAX. 3'-6" MIN. 10"
A
A

REFLECTOR
SET 1' MIN OUTSIDE E.P.
127
Section 10, Item B.

CITY OF SUTTER CREEK ST
TRENCH RESTORATION 14 6" 4" 30" MIN. 6" MIN. A.B. 3" MIN A.C.. 6" 4" 30" MIN. 6" MIN. A.B. 2" MIN. A.C. 24" (TYP.) 6" 4" 36" MIN.

CLASS II BACKFILL, AT 95% R.C.

CLASS I BACKFILL AT 90%R.C.

CLASS 4, BACKFILL
CLASS I BACKFILL AT 90%R.C.

CLASS III BACKFILL, AT 90% R.C.

CLASS II BACKFILL, AT 95% R.C.
24" (TYP.) 6" 4" 36" MIN.

LOCATOR WIRE, (TYPICAL) SEE DETAIL
TYPE "C" TYPE "D"
(OFF ROAD)
TYPE "A" TYPE "B"
12" (TYP.)12" (TYP.)
128
Section 10, Item B.

CITY OF SUTTER CREEK
15 ST

STREET LIGHT

1. ASTM A307 ANCHOR BOLTS ARE REQUIRED FOR EACH POLE. PROVIDE A HEX NUT, LEVELING

2. HAND HOLES SHALL BE ORIENTED ON THE POLE SO THAT A TECHNICIAN FACING THE HAND

3. CAP SCREWS SHALL BE TIGHTENED BY THE TURN-OFF-NUT METHOD, 1/3 TURN TO FORM A

4. DURING POLE ERECTION, THE POST SHALL BE RAKED AS NECESSARY WITH THE LEVELING N

5. ELECTROLIER IDENTIFICATION DECALS TO BE ASSIGNED BY PG&E.

6. OUTSIDE DIAMETER WALL THICKNESS AND CORRESPONDING SECTION PROPERTIES AS SHOW

OTHERWISE SPECIFIED, ALTERNATIVE SECTIONS REQUIRE APPROVAL BY THE CITY ENGINEER

7. STREET LIGHT LUMINAIRE SHALL BE LED AND SOLAR POWER WHERE POSSIBLE.

NOTES:
(4) 3/4" x 36" x 4" GALVANIZ
ANCHOR BOLTS w/ (2) HEX N
AND (2) FLAT WASHERS, (PER

BRACKET ARM,
(PHILADELPHIA)

TEARDROP LUMINAIRE,
(MEMPHIS)

CHARLESTON,
STYLE 5" EXTRUDED ALUMINUM POLE

FOUNDATION DETAIL
FOR CITY DECORATIVE STREETLIGHT 48"
24" 3" CLR.
2" CLR.
16" 18' TO 22' (SEE PLANS)
18" 1'-7" 1'-2" 1'-8"
#6 (8 TOTAL)

CONCRETE FOUNDATION
#3 @ 6" O.C. OR SPIRAL @ 6" PITCH

FINISHED GRADE
POLE
129
Section 10, Item B.

CITY OF SUTTER CREEK SD
DRAIN INLET BOX 1 6" OR 1' VARIES 6' 6" 2' 6"
6" 2' 6"
6" 2' 6"

END VIEW

PLAN VIEW
18"Ø x 31" (4 SIDES)
24" x 24", CAST-IN GALVANIZ

FRAME AND GRATE

GRATE INLET TOP
130
Section 10, Item B.

CITY OF SUTTER CREEK SD
STORM DRAIN MANHOLE 2
CL

1. ALL JOINTS BETWEEN PRECAST SECTIONS S
INSIDE AND OUTSIDE.

2. INTERIOR OF THE MANHOLE SHALL HAVE A
SURFACE.

3. MANHOLE COVER SHALL HAVE THE WORDS

MOLDED INTO THE COVER, WITH PICK HOLE AND EDGE

4. PIPES LARGER THAN 24" REQUIRE A SPECIA

5. CONSTRUCT STORM DRAIN BOX WITH DECK

TAPERED CONE, FOR A FULL DECK BEARING

JOINTS TO BE APPROVED BY CITY ENGINEER

6. REINFORCED CONCRETE GRADE RINGS, CON

APPROVED PRECAST MANHOLE SECTIONS S
CURRENT A.S.T.M. SPEC. No. C-478.

NOTES:

ELEVATION VIEW

PLAN VIEW
FLOW LINE - MATCH FLOOR TO FLOW LINE OF OUTLET PIPE w/0.10' MIN. DROP BASE
RISER

TOP SLAB
GRADE RINGS, (3" OR 6")
OPENING ECCENTRIC/CONCENTRIC LOCATION AS REQ'D.

CONE 18" MAX. VARIES
4'-0" Ø
24"Ø
WHEN GROUND WATER IS PRESENT, PLACE 6" MIN. THK. OF 1" DRAIN ROCK PLACE CLASS "B" CONCRETE BASE OR PRECAST BASE
INVERT AS REQ'D. (1/4, 1/2, 3/4 FULL
CLASS II, AGG. BASE
6" MIN.

SAWCUT PAVEMENT

FRAME & COVER SET TO FINISH GRADE
131
Section 10, Item B.

A
A
8" 3'
3'
45°' 4'
4' 12" 12" 24" GUTTER PAN 6" CURB

CITY OF SUTTER CREEK SD

CURB AND GRATE INLET
3 SECTION "A" - "A"
PLAN VIEW 6" VARIES
6" 3' 6"
12" 6" 15"
GALV. STEEL ANGLE
24" x 3' GALVANIZED FRAME AND GRATE
FL FL
132
Section 10, Item B.

CITY OF SUTTER CREEK SD
UNDER WALK DRAIN 4
FLOW
4" CLASS 2 AB @ 90% R.C. UNDER SIDEWALK

PROVIDE A DEEP TOOL JOINT IN THE CON

ON BOTH SIDES OF THE CHECKER PLATE

SECTION A-A
2% MAX
WALK
FLOW

SIDEWALK

WELDED STEEL STUD (TYP)

PLAN VIEW
NOTES: 1. GALVANIZE AFTER FABRICATION.

SECTION B-B
4" CLASS 2 AB @ 90% R.C. UNDER SIDEWALK
4"X3"X 1
4" STEEL TUBE
18" CHAMFER BOTH ENDS
1 4"X0'-5" CHECKER PLATE
12"X0'-2" WELDED STEEL STUD. 2 REQUIRED EACH SIDE
316" 1" @ 6"
316" 1" @ 6" 2'-6" 9"
B B
A
A
12" 2"
133
Section 10, Item B.

CITY OF SUTTER CREEK SD
STORM DRAIN OUTFALL 5

SYMMETRICAL ABOUT C/L

MATCH EXIST FILL SLOPE

HALF SECTION A-A

ELEVATION
PLAN

FLAP GATE
NOTES: 1. REINFORCING BAR SPACING & HEAD WALL DIMENSIONS SHALL COMPLY WITH CALTRANS DETAIL RSP D89 OR AS APPROVED BY CITY ENGINEER.

A
A
Ø 4"
T 1'
6"
H

W (MAX) T
L/2
T
30°
134
Section 10, Item B.

CITY OF SUTTER CREEK SD
RAINFALL INTENSITY CHART 6

MINUTES HOURS

1. SELECT VELOCITY FROM TABLE AT L

2. Tc = L/Vx60, SEE FIGURE I-6 OF STR

AND HIGHWAY DRAINAGE VOLUMNE

3. IN CHART, GO VERTICAL TO STORM

CURVE DESIRED, THEN HORIZONTAL
THE INTENSITY.

INSTRUCTIONS:

CURVES ARE BASED ON DATA FROM P.G.&E. RAINFALL RECORDS & U

DEPARTMENT OF COMMERCE PRECIPITATION FREQUENCY ATLAS FOR NOTES:

SLOPEVELOCITY - FT. / SEC

OVERLAND UNPAVED CHANNEL PAVED GUTTER
< - .005 .25 2 - 31.0 - 1.7
.005 - .015 .50 3 - 61.7 - 3.0
.015 - .030 .75 6 - 83.0 - 4.2
.030 - .0601.00 8 - 104.2 - 5.4
.060 - .10 1.50 10 - 135.4 - 7.8
.10 - .15 2.00 13 - 147.8 - 10
.15 - < 3.00 15 10
tc = DURATION (TIME OF CONCENTRATION)
135
Section 10, Item B.

SLOPE
SLOPE

PLAN VIEW
FLOW
FLOW
S
FLOW
S
1 SECTION A-A

PRECAST CONCRETE BASE
NOTES:

A
A
3 2
1 4
5 DROP CONNECTION DETAIL
<8
>8 AND <12
>12
-
-
-
4 5
6 CITY OF SUTTER CREEK
1 SS

STANDARD SEWER MANHOLE DETAIL

REINFORCED CONCRETE GRADE R

PIPE RISERS OR APPROVED PRECA

SECTIONS SHALL CONFORM TO CU
SPEC. NO. C-478 (TEICHERT PREC

ALL INLETS AND OUTLETS FROM

STRUCTURES SHALL HAVE A FACT
"KOR-N-TEE" RUBBER BOOT AS P

TEICHERT PRECAST OR EQUIVALE
RUBBER GASKETS SHALL BE "RAM

PRIMER SHALL BE USED AT ALL J

SEE SPECIFICATIONS FOR REQUIRE

WATER-TIGHTNESS TESTING AT J

MANHOLE LIDS SHALL BE SIZED A
DIA. MANHOLE = 2' DIA. LID, 5' DI
2' DIA. LID, AND 6' DIA. MANHOLE
1" DRAIN ROCK
6" 5" 20"
ECCENTRIC CONE SEE NOTE 1
ADJUST FRAME TO STREET SLOPE w/MORTAR
#4 RING

CONCRETE COLLAR

FRAME & COVER
GRADE RINGS 1/2" 12"
OUTSIDE OF ROADWAY "H" VARIES COMPACTION AND MATERIALS PER TRENCH DETAIL OUTSIDE OF ROADWAY 12" 5" 30" 12"

SEE CHART

SEE CHART
RUBBER GASKET SEAL ALL JOINTS 3
RUBBER BOOT TYPICAL 2
MANHOLE RISER TYPICAL, 1
3:1

HEIGHT IN FEET INSIDE DIAMETER IN FEET

MANHOLE HEIGHT / DIAMETER CHART
SEE DETAIL SS-7 FOR ADDITIONAL INFORMATION
SEE NOTE 21 FOR ADDITIONAL INFORMATION.

PVC COUPLING w/12 GA. STAINLESS STEEL STRAP w/(2) STAINLESS STEEL EXPANSION ANCHORS TO MANHOLE WALL PVC ELL 0.1' PVC PIPE SIZE PER PLAN

PVC COUPLING

PVC TEE
"KOR-N-TEE" RUBBER BOOT AS SUPPLIED BY TEICHERT PRECAST 45°'
136
Section 10, Item B.

CITY OF SUTTER CREEK SS
SEWER SERVICE DETAIL 2

LONG RADIUS BEND
TO 6' MAX.

TO 9' MAX.
+ 9' MAX.
2% MIN. 2% MIN. 3' 2'-6"

LONG RADIUS BEND
2" x 2" REDWOOD STAKE

RIGHT OF WAY, OR EASEMENT (WIDTH VARIES, SEE PLAN)
PL PL

LONG RADIUS BEND
WYE
* TYPE "A" * TYPE "B" * TYPE "C"
10° MIN.
45° MIN.

TEE TEE
45° BEND
60° MIN.
15° MIN.

A
B
EG

CONNECTION DETAILS
C
EG

1. ALL SERVICE LINES SHALL BE 4" I.D. U.N.O.

2. SERVICES SHALL HAVE SAME BEDDING AND BACKFILL AS LATERAL SEWER.

3. CONTRACTOR SHALL USE THE MOST APPROPRIATE TYPE OF CONNECTION, (A, B OR C ENCOUNTERED.

4. SERVICE SEWER SHALL HAVE A MINIMUM 3' COVER AT PROPERTY LINE.

5. PLACE CONCRETE 12" WIDE OR WELL COMPACTED BEDDING MATERIAL 18" WIDE UN UNSUPPORTED PIPE. WHEN BEDDING MATERIAL IS USED, PLACE ADDITIONAL MATER OF THE TRENCH.

6. INSTALL OSCAR VALVE OR APPROVED BACKFLOW PREVENTION DEVICE AS REQUIRED

7. WHERE REQUIRED PLACE CHRISTY B-5 UTILITY BOX WITH COVER MARKED "SEWER" O NOTES:
137
Section 10, Item B.

CITY OF SUTTER CREEK
CLEANOUT TO GRADE 3
SS
S
S
S
S

ALL PIPE AND FITTINGS SHALL BE THE SAME SIZE AND MATERIAL AS THE HO THEY CONNECT. JOINT SHALL BE AS SPECIFIED FOR THE TYPE OF PIPE USED.

NOTES:

CLASS 'B" CONCRETE COLLAR, 6" WIDE x 12" DEEP w/(2)- #4 REBARS

INTERNAL THREADED CAP
WYE

MAIN LINE OR SERVICE SEWER

BEDDING MATERIAL MAIN LINE OR BUILDING SEWER

TEMPORARY PLUG, (CAP WHERE REQUIRED)
45° ELL
95% COMPACTED BACKFILL

IN ROADWAY OFF ROADWAY
6" MIN. MAIN LINE 4" MIN. SERVICE FLOW
138
Section 10, Item B.

CITY OF SUTTER CREEK
4 SS

TRENCH DETAIL

1. TOP BACKFILL SHALL BE IN ACCORDANCE WITH "SPEC. 19-5" STATE

2.INTERMEDIATE BACKFILL (CLASS III) MAY BE FROM NATIVE MATERIAL SCREEN INSIDE ROADWAY, HAND PICK OUTSIDE ROADWAY. (MAY BE

ROADWAY STRUCTURAL SECTION)

3. EXCAVATE 4" BELOW PIPE AND BACKFILL WITH SAND.

4.IN EXISTING ROADWAYS, TOP AND INTERMEDIATE BACKFILL SHALL B (CLASS IV) IF MIN. COVER IS LESS THAN 36". IF COVER EXCEEDS 36" R

SAND SHALL BE AGGREGATE BASE (CLASS II)

5. PROVIDE LOCATOR WIRE NO. 10 AWG COATED SOFT DRAWN COPPER FEET.

NOTES:

SAWCUT (E) PAVEMENT BEFORE EXCAVATINGREPLACE A.C. TO (E) DEPTH, MIN. 2" 12" MIN. 12" VARIES BACKFILL WITH SAND (CLASS 1) 4"

OPTIONAL EXCAVATION LINE
D + 12"MIN. D + 24" MAX. D + 16"
D
CLASS II AGGREGATE BASE TO (E) DEPTH, 6" MIN.

GREEN METALLIC TAPE LABELED "SEWER LINE BELOW" 36" MIN. COVER

OUTSIDE ROADWAY WITHIN ROADWAY
FOR WORK WITHIN EXISTING ROADWAY SEE NOTE 4.
3 1
90% 95%
90% 90%
2 95%
5 4
AND4
139
Section 10, Item B.

CITY OF SUTTER CREEK
5 SS

MINIMUM COVERAGE SECTION
NOTES:

CREEK BOTTOM

PROVIDE FLEXIBLE CONNECTION AT EACH END OF ENCASEMENT T

CONTRACTOR TO PROVIDE CONNECTOR SUBMITTAL FOR APPROVA
#2 TIE BAR @ 4' O.C.
(4) #4 REBARS CLASS "B" CONCRETE
6" MIN. 6" MIN.

D + 6" 12" 6"
D
140
Section 10, Item B.

ZONE 'D'

ZONE 'P'

ZONE 'C'

CITY OF SUTTER CREEK
6 SS

WATER MAIN CROSSING DETAIL

IF A SEWER LINE CROSSES A WATER MAIN IN ZONE 'C' OR 'D', THE SE PIPE Cl. 50, COMPRESSION JOINT, OR PVC Cl. 200 (4:1 SAFETY FACTO RUBBER GASKET JOINT, WITHIN 10 FEET OF WATER MAIN.
10'
4' 4"
PROHIBITED 1'
ZONE
(E) WATER MAIN
10'
4'
NOTES:
141
Section 10, Item B.

1. ALL CONSTRUCTION SHALL CONFORM TO THESE PLANS AND CALTRANS STAN

EDITION) AND TO THE STANDARD SPECIFICATIONS OF THE CITY OF SUTTER C

2. THE CONTRACTOR SHALL NOTIFY THE CITY 48 HOURS BEFORE STARTING CON

3. ALL SEWER SYSTEM CONSTRUCTION SHALL CONFORM TO THE CITY OF SUTTE DETAILS.

4. ALL SEWER SERVICES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER

TERMINATE AT THE PROPERTY LINE WITH PLUG AND CLEANOUT, AS PER THE

5. A MINIMUM OF 36" COVER BELOW FINISH GRADE FOR SEWER LINE.

6. ALL GRAVITY SEWER PIPE SHALL BE ASTM D-3034, SDR-35, PVC UNLESS RE WATER MAIN CROSSINGS. ALL PRESSURE SEWER PIPE SHALL BE PVC CLASS 2 AWWA C900 PIPE IS USED, THE PIPE SHALL BE COLORED GREEN OR A GREEN THE TOP OF THE PIPE ALONG ITS ENTIRE LENGTH.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATING AND PROTECTING

AFFECTED BY THE WORK AND SHALL CONTACT UNDERGROUND SERVICES ALE

EXCAVATION WORK FOR DETERMINATION AND LOCATION OF UNDERGROUND

8. WHERE EXCAVATION FOR ANY FACILITIES CONSTRUCTION EXCEEDS 5 FEET IN EXCAVATION PERMIT FROM CAL/OSHA.

9. ALL SEWER SERVICES TO BE 4" INSIDE DIAMETER UNLESS OTHERWISE NOTED

10.SERVICES SHALL HAVE SAME BEDDING AND BACKFILL AS LATERAL SEWER.

11.SERVICE SEWER SHALL HAVE MINIMUM 3'-0" COVER AT PROPERTY LINE WHE SEWER SLOPE OF 1/4" PER FOOT PERMITS. CONTRACTOR SHALL VERIFY THE

SHALL NOTIFY THE ENGINEER IF ANY SERVICES CANNOT HAVE THE REQUIRED INSTALLATION. ALL WATER AND SEWER LINES SHALL MAINTAIN A 10'-0" HO VERTICAL CLEARANCE.

12.AT SERVICES, PLACE CONCRETE 12" WIDE OR WELL COMPACTED BEDDING MA BRANCH, THE FITTING, AND UNSUPPORTED PIPE. WHEN BEDDING MATERIAL MATERIAL TO TOP OF BEND, THE FULL WIDTH OF THE TRENCH.

13.MINIMUM COVER 3'-0" AT THE PROPERTY LINE SHALL BE MEASURED FROM T EDGE OF ADJACENT ROADWAY, WHICHEVER IS LOWER.

14.ALL MANHOLE BARREL SECTIONS, K CONES, AND GRADE RISING SHALL BE RE REQUIREMENTS OF THE REINFORCED CONCRETE SECTION, A.S.T.M. DESIG. C 4

15.PREFORMED, ROPE-LIKE, READY TO USE, COLD-APPLIED, PERMANENTLY ADH SEALING COMPOUND, (K.T. SNYDER CO. INC., RAM-NEK) OR EQUAL SHALL BE

16.ALL SEWER MAINS AND SEWER LATERALS SHALL BE BALLED, MANDRELLED, PRIOR TO ACCEPTANCE BY THE CITY. SEE CITY STANDARD FOR AIR TESTING R

17.ALL MANHOLES SHALL BE VACUUM TESTED PRIOR TO ACCEPTANCE BY THE C FOR VACUUM TESTING REQUIREMENTS.

18.ALL MANHOLE LIDS SHALL HAVE BLIND HOLES FOR LIFTING. PICK HOLES WIL SHALL BE GASKETED USING FLAT GASKETS. "O" RINGS WILL NOT BE ALLOWE

19.SEWER LINE INSTALLATIONS ON A RADIUS SHALL BE ACCOMPLISHED BY BEN MANUFACTURER'S MINIMUM RADIUS OR BY USING FITTINGS. AXIAL DEFLECTI ALLOWED.

20.MANHOLE LIDS SHALL BE SIZED AS FOLLOWS: 4' DIA. MANHOLE = 2' DIA. LID, DIA. MANHOLE = 2' DIA. LID.

21.AT DEEP DROP SERVICE LINES AT MANHOLES, PROVIDE PVC COUPLING WITH STAINLESS STEEL ANCHORS WITHIN 6" OF THE TOP AND BOTTOM AND 4'-0"

CITY OF SUTTER CREEK SS
SEWER NOTES 7
NOTES:
142
Section 10, Item B.

STAFF REPORT
TO: THE HONORABLE MAYOR AND MEMBERS OF THE

CITY COUNCIL
MEETING DATE: OCTOBER 6, 2025
FROM: ERIN VENTURA, CONTRACT PLANNER
SUBJECT: TREE REMOVAL
RECOMMENDATION:

Staff recommends that the City Council receive this report and provide direction to staff regarding potential updates or amendments to the City’s Tree Removal Ordinance (Sutter Creek Municipal Code [SCMC] Chapter 13.24)
BACKGROUND:

Sutter Creek Municipal Code (SCMC) Chapter 13.24 establishes the City’s regulations pertaining to tree removal within City limits. The purpose of this Chapter is to provide a method for beautifying the city, to enhance air quality, and to do so in a water-efficient manner.

Sutter Creek Municipal Code (SCMC) Chapter 13.24 establishes basic regulations related to tree protection and removal.

However, Chapter 13.24 is limited in scope. It does not clearly define which trees are protected, when a permit is required, other than on undeveloped lots, or what standards should apply to removal requests. As a result, the ordinance provides minimal guidance to property owners and staff when tree removal questions arise. Because of lack of clarity in the ordinance, staff believes tree removals are occurring within City approval.

It states the following on undeveloped parcels:

13.24.100 - Tree removal prohibited.

Removal from an undeveloped parcel of any tree having a minimum trunk diameter of six inches measured forty-eight inches above the adjacent ground level is prohibited unless a tree removal permit is first obtained from the city.

Enforcement is subject to 13.24.170. If the Council wishes to protect larger trees, they should also consider updating the penalties code section. Below is the current violations and penalties code section:
143
Section 10, Item C.

13.24.170 - Violations and penalties.

Any person violating any provision of this chapter shall be for each violation, guilty of a misdemeanor punishable by a fine of up to five hundred dollars and six months in county jail. Provided, however, that any such violation may be charged as an infraction in the prosecutorial discretion of the city or district attorney with a fine not to exceed two hundred fifty dollars. This chapter may also be enforced using any and all other remedies available in law or equity.

Additionally, and without limitation, the city manager or his designee may order a halt to any development or activity subject to this chapter until the violation is corrected or appropriate remedial actions implemented. The city manager or his designee may also convene an administrative hearing, after reasonable written notice to the alleged violator, to determine if a violation has occurred. If it is determined that a violation has occurred an administrative penalty shall be imposed which requires replacement on site of any tree cut or damaged with a tree of equal size and maturity as well as guarantees of future care and maintenance of the replaced tree(s) or payment of an equivalent cash amount to the city for offsite tree planting replacement and care.

DISCUSSION:

The following are suggestions as to how the City can improve the tree removal process:
● Create a process for removals on developed lots.
● Clearly define categories of trees such as “heritage trees” and “protected trees” and specify which removals require permits.
● Provide an expedited process for hazardous or diseased trees. ● Establish replacement planting requirements or in-lieu fees to maintain canopy cover. ● Require a tree removal permit with clear penalties for removing trees without a permit is common in many cities.

Cities often define “heritage trees” as particularly exemplary trees and maintain a list of those specific trees in the City.
“Protected trees” could be defined by the diameter of trees over a certain size, such as 12 or 18 inches as measured six feet above the ground. The ordinance could be even more specific by using different diameters for different tree species.

Here is an example of Native Protected Tree Species from another jurisdiction:
● Big Leaf Maple (Acer macrophyllum) 11.5" or more DBH (Diameter at Breast Height,

4.5 feet above ground)
● California Incense Cedar (Calocedrus decurrens) 11.5" or more DBH ● Coast Live Oak (Quercus agrifolia) 11.5" or more DBH
● Blue Oak (Quercus douglasii) 11.5" or more DBH
144
Section 10, Item C.
● California Black Oak (Quercus kelloggii) 11.5" or more DBH ● Valley Oak (Quercus lobata) 11.5" or more DBH
● Coast Redwood (Sequoia sempervirens) 18" or more DBH
Protected Mature Trees
● Any mature tree measuring 15" or more DBH
● Invasive species trees and high water use trees are excluded. See our list of excluded trees included on this page.

Designated Trees
● Any tree designated for protection during review and approval of a development project.

Staff requests the council discuss the following and provide direction, through a motion, to staff; 1) Does a majority of Council want to protect trees on developed lots? 2) If so, are there certain tree species or sizes that Council feels should be protected? 3) Are there known trees which the Council believes should be Heritage trees? Should residents be able to propose trees to be considered as heritage trees? 4) Should penalties be updated to be commensurate with the value of development? Here is an example from another City that is far greater than Sutter Creek’s current $500 fine.

Given the cost of developing a new building, this other sample ordinance sets a $10,000 fine.

EXAMPLE: Remedies for violation.

In addition to all other remedies set forth in this code or otherwise provided by law, the following remedies shall be available to the city for violation of this chapter:
(a) Stop Work - Temporary Moratorium.
(1) If a violation occurs in the absence of proposed development pursuant to Section

8.10.050(a)(1), or while an application for a building permit or discretionary development approval for the lot upon which the tree is located is pending, the director of planning and development services in consultation with the urban forester shall issue a temporary moratorium on development of the subject property, not to exceed five years from the date the violation occurred. The purpose of the moratorium is to provide the city an opportunity to study and determine appropriate mitigation measures for the tree removal, and to ensure measures are incorporated into any future development approvals for the property. Mitigation measures as determined by the urban forester shall be imposed as a condition of any subsequent permits for development on the subject property. (2) If a violation occurs during development pursuant to Section 8.10.050(b), (c), (d), or (e), the city shall issue a stop work order suspending and prohibiting further activity on the property pursuant to the grading, demolition, and/or building permit(s) (including construction, inspection, and issuance of certificates of occupancy) until a mitigation plan has been filed with and approved by the director of planning and development services in consultation with the urban forester, agreed to in writing by the property owner(s), and 145
Section 10, Item C.
either implemented or guaranteed by the posting of adequate security. The mitigation plan shall include measures for protection or repair of any remaining trees on the property, and shall provide for replacement of each tree removed on the property or at locations approved by the urban forester. The replacement ratio shall be in accordance with the standards set forth in the Tree and Landscape Technical Manual, and shall be at least twice the prescribed ratio required where tree removal is permitted pursuant to the provisions of this chapter.
(b) Civil penalties.
(1) As part of a civil action brought by the city, a court may assess against any person who commits, allows, or maintains a violation of any provision of this chapter a civil penalty in the following amount:
(i) Ten thousand dollars per tree, or twice the reproduction cost of each tree, whichever amount is higher, for the complete removal of a tree, as defined in Section

8.10.020(n)(1).
(ii) Ten thousand dollars per tree, or the reproduction cost of each tree, whichever amount is higher, for any of the actions set forth in Section 8.10.020(n)(2). (iii) Ten thousand dollars per tree, or twice the repair cost of each tree, whichever amount is higher, for damage to a tree protected or regulated by this chapter which can be rehabilitated.
(2) Penalties shall be payable to the city.
(3) Reproduction or repair cost for the purposes of this chapter shall be determined utilizing the most recent edition of the Guide for Plant Appraisal, published by the Council of Tree and Landscape Appraisers.
(c) Administrative penalties. Persons listed in Section 8.10.100(b) may issue citations for violations of this chapter that level fines under the city's administrative penalty authority.
(d) Injunctive relief. A civil action may be commenced to abate, enjoin, or otherwise compel the cessation of such violation.
(e) Costs. In any civil action brought pursuant to this chapter in which the city prevails, the court shall award to the city all costs of investigation and preparation for trial, the costs of trial, reasonable expenses including overhead and administrative costs incurred in prosecuting the action, and reasonable attorney fees. (f) The remedies and penalties provided in this section are cumulative and not exclusive.

Staff is also requesting direction on the process, for example having the Planning Commission review a draft, and timing for an ordinance update, if they desire to go that direction. 146
Section 10, Item C.
18 Main St., Sutter Creek, CA 95685 • Telephone: (209)267-5647 • Fax: (209)267-1655 • TTY: 711 The City of Sutter Creek is an equal opportunity service provider and employer _________________________________________________________________________

STAFF REPORT
TO: HONORABLE MAYOR AND COUNCILMEMBERS
MEETING DATE: OCTOBER 20, 2025
FROM: MASON PETERS, FINANCE SUPERVISOR, TOM DUBOIS, CM
SUBJECT: 2025-26 FISCAL YEAR Q1 BUDGET PERFORMANCE UPDATE RECOMMENDATION:

For Information.No Budget Amendments recommended at this time.

BACKGROUND:

Historically, the Finance Supervisor provides a fiscal update each quarter of the fiscal year to educate the Council on what our financial performance looks like when compared to the approved budget. It is key to remember that accounts experience different levels of activity throughout the fiscal year; some see very regular charges/receipts, others see activity once per year. Please keep this in mind as you go through the data.

DISCUSSION:

This update will review performance for July 2025 through September 2025. In general, as of the end of September each year, we can expect to see year-to-date totals for revenues and expenses being in the ballpark of 25% of budgeted annual totals. However, there are many instances where revenues and expenses are incurred irregularly throughout the year (quarterly, annually, etc.).

Given economic uncertainty, staff are closely watching revenue and expenses, and are prepared to react quickly if necessary. On Revenue side, the key variable income are the various types of taxes. Other sources like fees and permits, are somewhat neutral, as a lot of the corresponding expense is paid to consultants performing the work - so if there is no revenue, there is no expenses.

We continue to manage expenses tightly against the budget, so the primary risk is that anticipated tax revenue doesn’t materialize.

Variable Revenues
Property Taxes – In total, we budgeted to receive $1,083,000 in total Property Taxes across all categories in FY26, which is 37% of our total General Fund revenues. We receive the bulk of our property tax revenues in December and April of each year. This line item for our budgeted General Fund revenues is a significant one, but it is also very consistent year to year since property taxes rarely decrease. Last year, for Secured Property Tax, we received $696,716 in 147
Section 10, Item D.
actual revenues and our budgeted figure was $700,400, which means we received 99.47% of budgeted revenues in that area. Similarly, for Property Tax in Lieu of Motor Vehicle License Fees, we budgeted $316,210 last year and we received $311,966 - 98.66% of expected revenues.

We assumed a 3% growth rate between FY25 and FY26 for this revenue growth, which has been a standard growth assumption we use each year. After speaking with Jim Rooney, our County Assessor, he let me know that Sutter Creek property assessment values went up 4.44%, so I am confident that we will see budgeted revenues materialize in full this year. The Assessor cautioned that it may slow down, he felt we shouldn’t expect to come in above or below, our budget forecast was valid and should remain the target
TOT – These revenues are monthly and are paid a month behind (September rental TOT is paid in October after the month is over), however some rental owners can be a bit late on payments and that can make the attached report not show the true month by month revenue activity in an easily consumable way. We keep an external spreadsheet that tracks each rental and their payments by rental month to have a clearer picture of the month to month revenue activity. Since we only have July and August payments at this time, let’s compare June, July, and August of 2025 and 2024 to see any trends.
2025 2024
June $29,355.49 $39,218.38
July $27,887.31 $27,930.74
August $38,723.08 $32,853.05
Total $95,965.88 $100,002.17
Between June 2025 and 2024, we see a decrease of 25.15%, July 2025 and 2024, a plateau, and between August 2025 and 2024, we see an increase of 17.88%. Between the 2 3-month periods, we see a decrease of 4.04% year-over-year, or a difference of $4,036.29. This overall fluctuation is not significant enough to cause much concern yet, but it is certainly an item we will want to monitor as we progress through the fiscal year. Some other cities in CA are reporting a slowdown in TOT, but we have not seen any in Sutter Creek beyond expected seasonality.

General Sales Tax – The sales tax process looks like this: taxpayers work through a month (i.e.

June), they have the next month to report those earnings and/or pay their taxes to the state (some payers are monthly, some are quarterly), and the state takes a month to process that data and send us funds. This two month lag time impacts our ability to stay on top of current tax activity, but we can analyze previous trends and try to anticipate future activity. Due to this process, as of September 30, 2025, we have only received sales tax data for July 2025. In order to analyze the health of the sales tax revenue as best as we can, we will look at this year’s sales tax data for May, June, and July compared to last year’s May, June, and July. 2025 2024
May $44,574.78 $38,944.46
June $58,274.72 $57,598.11
July $32,592.39 $30,547.45
148
Section 10, Item D.
18 Main St., Sutter Creek, CA 95685 • Telephone: (209)267-5647 • Fax: (209)267-1655 • TTY: 711 The City of Sutter Creek is an equal opportunity service provider and employer Total $135,441.89 $127,090.02
Based on these data points, we see a 14.46% increase between years in May, a 1.17% increase in June, and a 6.69% increase in July. The numbers are a bit scattered when looked at separately, but between each 3 month span in total, we are seeing a 6.57% increase year-over-year. There is a slight seasonality with sales tax where there is a bump in Q2 for holidays and a lull in Q3, but we won’t see that info come through until the end of the fiscal year. As of now, these growth trends are encouraging and we will continue to monitor these revenues. Sales tax is a key indicator for tourist activity in Sutter Creek and tourist traffic appears to be strong.

TUT Sales Tax - The sales tax rules that we discussed above apply for the Measure P funds as well. We do not have any historical data to apply to this revenue stream as it is brand new to Sutter Creek as of April, but the data follows a similar pattern to the Bradley Burns General Sales Tax Data: May 2025, we received $34,710.51 - June 2025, we received $77,902.61 - and July 2025, we received $37,954.86. In total, we have received $150,567.98 for the 3 month period. Due to the nature of this tax which permits taxation outside of the locality as long as the transaction traces back to an address in Sutter Creek city limits, it has more scope to collect taxes and therefore is outperforming our Bradley Burns sales tax. There is certainly a relationship between the two sales taxes, but due to the more broad scope of Measure P, I think it will bring in more actual dollars to Sutter Creek than Bradley Burns is able to. After some review, this stream of revenue looks on pace to meet our budgeted expectations.

Fees
Franchise Fees – We receive Republic Waste Services and Comcast franchise fees consistently throughout the year. As of the end of Q1, the revenue performance on these two accounts at expectations. PG&E sends us their franchise fee payment in April each year in one lump sum, so we will see no activity in that account until Q3/Q4 of this fiscal year.

In the previous year, we exceeded budgeted amounts: Republic (surplus of $4,500) and PG&E (surplus of $6,000) but came in $10,000 short for Comcast, as people shift to streaming services.

We will monitor the cable franchise fees but are seeing strong performance again from the other franchise fee payors. We should expect to see a continued drop in Cable TV Franchise Fees.

Business Licenses/Building Permits – We are seeing very strong performance in this area, we had a lot of renewals this summer that go through the end of the fiscal year. We will do additional renewals in December, so we will keep you posted on additional activity at that time.

Other Permits/Licenses – We have been issuing a lot of encroachment permits so far this year, and with a significant one coming soon, this will jump up quickly again. I expect this category to exceed budgeted expectations this year, however it will be offset by increased expense to process those permits. No activity from garage sale permits and sign permits, but it is still early in the year.

Grants – We received $112,500 to upgrade the Bryson Park Bathroom, and that work is going out to bid very soon. We also got notice that we will be receiving a grant to do repairs on Sutter Hill Rd next fiscal year.
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Section 10, Item D.

Facility Rental Fees – The Community Center continues to be the leading revenue generator for facility rentals, already at 45% of annual budgeted earnings. It is followed by the Auditorium, which is right on target at 25% on the year, and lastly with the Historic Grammar School and the Snack Shack. In terms of dollar earnings, the Grammar School and the Auditorium are fairly close in revenue generated, but with the loss of Amador Arts Council, expected revenue from the Grammar School will be lower than forecast.

Enterprise Funds
Streets Revenues – We are right on target for our usual Road Maintenance & Rehabilitation funds from the state, as well as our Highway User Tax funds that we receive monthly.

Sewer Service Revenues – There is a lag in these revenues that we are looking into - the current hypothesis is that after adjusting commercial sewer rates based on AWA water usage in July, people have not immediately adjusted. The variance is not too significant, but based on the budgeted amount we expect to receive this fiscal year, a small amount of late payment can be a significant amount of dollars.

Effluent Disposal – Revenues we receive as reimbursement from ARSA for labor provided by Sutter Creek and other operating expenses on budget.

Late Fees - Due to the inability to transfer autopay and ebill services from our previous financial software (MOMs) to our new billing system (Tyler ERP Pro 10), we informed citizens that we would pause any late fees and give them a few months to get familiarized with the new system and get their autopay and ebilling set back up again. We plan on resuming late fees in the November billing cycle, and this figure will begin to increase.

Sewer Connection Fees - An agreement was made with a local business owner to pay us for a connection fee total that was not paid in full for many years. The agreement is to pay it monthly until the total sum of the unpaid connection fees is covered. You will see this figure increase monthly over the next couple of years, as well as any new construction that occurs. This item was not budgeted to expect any revenue, so any activity in this account is revenue we had not accounted for during the budgeting process. This is in the Enterprise Fund Investment Revenue
All Interest Earnings Accounts – I am waiting for LAIF interest to reach us at the end of October, and I will be transferring interest funds from the General Fund interest account to the other interest accounts based on activity in each fund. I do this transfer of interest funds each quarter once all interest payments have been received for that quarte Expenses
Overtime - Police staffing is under budget with an open position and Police overtime is over budget with current staff needing to cover the shifts of a vacant officer position, currently a wash. Interviews are being held and background checks are being run, so hopefully soon we can fill the vacancy and reduce the overtime spending.

Public Works / ARSA overtime is high as well due to weekend coverage needed to check the system each day plus Henderson project management.

Planner Fees – An explanation for why it is showing $0 - The last payment we remitted for planning services in August 2025 was accrued back to FY25 because the invoice was for services rendered in June 2025. After our Google conversion a month or two ago, the July 2025 invoice got lost and we are remitting payment for July and August services this month. I am in communication with the vendor and we have gotten it straightened out. Planning is on budget. 150
Section 10, Item D.
18 Main St., Sutter Creek, CA 95685 • Telephone: (209)267-5647 • Fax: (209)267-1655 • TTY: 711 The City of Sutter Creek is an equal opportunity service provider and employer LAFCO Expense – The Amador Local Agency Formation Commission invoices us once per year, and this year it came in under what we had budgeted, which is good news.

Engineering – Wastewater engineering costs are high due to the work being done for the Miscellaneous Main Collections System Repairs as well as the work being done at Henderson.

General Fund engineering costs are steady at this time.

Risk Management – We pay a significant chunk of our property insurance premiums during Q1 to our risk JPA, Central San Joaquin Valley Risk Management Authority (CSJVRMA). We get Worker’s Comp invoices quarterly and are reflected elsewhere in this report, and much smaller quarterly invoices for remaining balances of our liability coverage premiums. On Budget.

Overall Performance
Revenues are promising, but we will continue to monitor the single-time revenues that are the big sources of our income to make sure we are staying on track with budgeted figures. In particular, for significant annual payments, we need to be paying attention to when we receive the property tax revenues and PG&E franchise fees. Almost everything else comes in either quarterly or monthly, so we can monitor those as time progresses and get a more ‘real-time’ idea of how actual revenues are performing against budget.

We have access to the state’s detailed sales tax data and we are monitoring that to see if we think there are any taxpayers that are having their sales tax funds being funneled elsewhere by mistake.

We are able to monitor this data for both Bradley Burns as well as TUT (Measure P).

TOT performance is strong, alongside sales tax performance, which signals that tourist activity remains high and we are optimistic that the holiday events coming up will increase tourist traffic even more, hopefully boosting sales tax and TOT revenues even more. We’ve had a few new businesses in town, and they are performing well.

With regards to expenses, we will monitor the overtime charges as we begin to wrap up some city projects and as PD hopefully fills their officer vacancy soon. Engineering costs will slow down as the major projects wrap up as well. We are evaluating shifting public works schedules to cover the weekend without overtime. Depending on when we are able to fill the City Clerk position, we might experience some savings on that position’s budgeted expenses but we will see. The impact a vacancy has on surrounding staff is large and hurts productivity, which is never good for serving our citizens.

BUDGET IMPACT
None at this time.
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10/9/2025 10:52:19 AM Page 1 of 17
Detail vs Budget Report
Account Summary
Date Range: 09/01/2025 - 09/30/2025
Account Name Fiscal Budget Beginning Balance Total Activity Ending Balance Budget Remaining % Remaining 001 - GeneralFund
Department: 000 - NonDepartmental
001-000-40061 PERSUnfunded-NonDepartment 303,211.00 302,744.00 0.00 302,744.00 467.00 0.15% 001-000-70000 SecuredPropertytaxes -725,000.00 0.00 0.00 0.00 -725,000.00 -100.00% 001-000-70001 UnsecuredPropertytaxes -15,000.00 0.00 -927.10 -927.10 -14,072.90 -93.82% 001-000-70002 PropTax-CurrSupple(Co -17,000.00 0.00 -5,182.47 -5,182.47 -11,817.53 -69.51% 001-000-70003 PropertyTaxinLieuofM -326,000.00 0.00 0.00 0.00 -326,000.00 -100.00% 001-000-70004 UnsecuredSupplemental 0.00 0.00 -381.03 -381.03 381.03 0.00% 001-000-70006 Propertytaxes-Prior 0.00 0.00 -185.06 -185.06 185.06 0.00% 001-000-70008 DELINQUENTSUPPLEMENTAL -2,100.00 0.00 -3,987.06 -3,987.06 1,887.06 89.86% 001-000-70009 DelinqtUnsecuredSupplem 0.00 0.00 -53.83 -53.83 53.83 0.00% 001-000-70100 UtilityUserstax 0.00 -174.17 -95.86 -270.03 270.03 0.00% 001-000-70300 TransientLodgingTaxes -316,854.00 -50,660.87 -31,663.01 -82,323.88 -234,530.12 -74.02% 001-000-70400 Tax-Gen'lRetailSales -484,654.00 -102,849.50 -32,592.39 -135,441.89 -349,212.11 -72.05% 001-000-70410 SalesTax-PublicSafety -16,000.00 -2,406.77 0.00 -2,406.77 -13,593.23 -84.96% 001-000-70420 Measure P Sales Tax -484,654.00 -112,613.12 -37,954.86 -150,567.98 -334,086.02 -68.93% 001-000-71000 Tax,Franchise-Republic Waste -69,987.00 -5,857.43 -9,115.57 -14,973.00 -55,014.00 -78.61% 001-000-71100 Tax,Franchise-Comcast -27,000.00 -6,390.22 0.00 -6,390.22 -20,609.78 -76.33% 001-000-71200 Tax,Franchise-PG&E -68,000.00 0.00 0.00 0.00 -68,000.00 -100.00% 001-000-71300 Tax,Transfer-RealProp -20,000.00 -2,717.28 0.00 -2,717.28 -17,282.72 -86.41% 001-000-72000 License-Business -55,000.00 -22,270.00 0.00 -22,270.00 -32,730.00 -59.51% 001-000-72105 Permit-Encroachments -6,000.00 -2,730.00 -481.50 -3,211.50 -2,788.50 -46.48% 001-000-72110 Permit-Banner -150.00 -100.00 0.00 -100.00 -50.00 -33.33% 001-000-72115 Permit-GarageSale -50.00 0.00 0.00 0.00 -50.00 -100.00% 001-000-72120 Permit/Licenses-Other -2,300.00 -485.00 -300.00 -785.00 -1,515.00 -65.87% 001-000-72125 SignPermits -1,000.00 0.00 0.00 0.00 -1,000.00 -100.00% 001-000-72200 PlanningFees -67,000.00 -8,477.40 -5,650.02 -14,127.42 -52,872.58 -78.91% 001-000-72205 ZoningApplicationFees -150.00 0.00 0.00 0.00 -150.00 -100.00% 001-000-72210 Subdivisionfees -5,500.00 0.00 0.00 0.00 -5,500.00 -100.00% 001-000-72215 Variance&ConditionalUs -37,000.00 -2,365.50 -2,404.00 -4,769.50 -32,230.50 -87.11% 001-000-72220 SitePlans -37,000.00 -300.50 -446.90 -747.40 -36,252.60 -97.98% 001-000-72225 BuildingPermitFees -120,000.00 -7,813.88 -13,339.00 -21,152.88 -98,847.12 -82.37% 001-000-73000 VehicleCodeFines -5,000.00 -668.57 -322.33 -990.90 -4,009.10 -80.18% 001-000-74120 LeaseRevenue-CingularWi -41,000.00 -6,235.00 0.00 -6,235.00 -34,765.00 -84.79% 001-000-74200 Fees-PDServices -350.00 -75.40 -35.75 -111.15 -238.85 -68.24% 001-000-74215 PoliceReport -500.00 -60.00 -15.00 -75.00 -425.00 -85.00% 001-000-74225 CONCEALEDWEAPON -400.00 0.00 0.00 0.00 -400.00 -100.00% 001-000-74230 P.D.&Legalrestitution -1,200.00 0.00 0.00 0.00 -1,200.00 -100.00% 152
Section 10, Item D.

Detail vs Budget Report Date Range: 09/01/2025 - 09/30/2025 10/9/2025 10:52:19 AM Page 2 of 17
Account Name Fiscal Budget Beginning Balance Total Activity Ending Balance Budget Remaining % Remaining 001-000-74235 SpecialPoliceServices -1,800.00 -100.00 0.00 -100.00 -1,700.00 -94.44% 001-000-74400 CemeteryRevenues -1,000.00 0.00 0.00 0.00 -1,000.00 -100.00% 001-000-74415 HistoricalGrammerSchool -17,000.00 -1,200.00 -720.00 -1,920.00 -15,080.00 -88.71% 001-000-74420 CribbsField/SnackShack 0.00 0.00 -80.00 -80.00 80.00 0.00% 001-000-74425 Cribbs/SnackUtilities -300.00 0.00 -25.00 -25.00 -275.00 -91.67% 001-000-74430 Fees-CommunityCtrUtil -2,400.00 -950.00 -125.00 -1,075.00 -1,325.00 -55.21% 001-000-74435 Fees-CommunityCenter -6,000.00 -2,485.00 -260.00 -2,745.00 -3,255.00 -54.25% 001-000-74440 Fees-AuditoriumUse -8,000.00 -1,975.00 0.00 -1,975.00 -6,025.00 -75.31% 001-000-74445 Fees-AuditoriumUtilitie -2,450.00 -600.00 0.00 -600.00 -1,850.00 -75.51% 001-000-74450 Fees-JazzerciseRentalIn -10,350.00 -1,770.00 -870.00 -2,640.00 -7,710.00 -74.49% 001-000-75000 InterestEarnings -25,000.00 -33,318.23 -7,521.80 -40,840.03 15,840.03 63.36% 001-000-75125 HomeownersPropertyTaxR -5,250.00 0.00 0.00 0.00 -5,250.00 -100.00% 001-000-75200 StateCopsGrant -165,000.00 0.00 0.00 0.00 -165,000.00 -100.00% 001-000-77135 Income-Donations,Priva -1,500.00 -364.00 0.00 -364.00 -1,136.00 -75.73% 000 - NonDepartmental Totals: -2,894,688.00 -75,268.84 -154,734.54 -230,003.38 -2,664,684.62 Department: 001 - NonDepartmental1
001-001-75200 Rents,Royalties&Commis -3,900.00 -685.00 -382.50 -1,067.50 -2,832.50 -72.63% 001 - NonDepartmental1 Totals: -3,900.00 -685.00 -382.50 -1,067.50 -2,832.50 -72.63% Department: 101 - CityCouncil
001-101-40005 Part-TimeWages-CityCouncil 0.00 453.60 0.00 453.60 -453.60 0.00% 001-101-40006 Sal/Wages-Elect-CityCouncil 15,120.00 1,260.00 1,260.00 2,520.00 12,600.00 83.33% 001-101-40050 FICA-CityCouncil 940.00 106.24 78.12 184.36 755.64 80.39% 001-101-40051 Medicare-CityCouncil 220.00 24.85 18.27 43.12 176.88 80.40% 001-101-40055 SUI-CityCouncil 250.00 8.45 0.00 8.45 241.55 96.62% 001-101-42015 Gen.Supplies-CityCouncil 150.00 0.00 0.00 0.00 150.00 100.00% 001-101-42756 Membership/Dues-CityCouncil 2,150.00 0.00 0.00 0.00 2,150.00 100.00% 101 - CityCouncil Totals: 18,830.00 1,853.14 1,356.39 3,209.53 15,620.47 82.96% Department: 102 - CityClerk
001-102-40000 Salaries-CityClerk 39,975.00 6,614.24 4,238.00 10,852.24 29,122.76 72.85% 001-102-40015 VacationPayout-CityClerk 1,500.00 0.00 0.00 0.00 1,500.00 100.00% 001-102-40050 FICA-CityClerk 2,478.00 410.09 262.75 672.84 1,805.16 72.85% 001-102-40051 Medicare-CityClerk 580.00 95.91 61.45 157.36 422.64 72.87% 001-102-40055 SUI-CityClerk 126.00 0.00 0.00 0.00 126.00 100.00% 001-102-40060 PERS-CityClerk 3,182.00 526.51 337.34 863.85 2,318.15 72.85% 001-102-40065 Health/LifeIns-CityClerk 14,939.00 3,685.91 1,793.01 5,478.92 9,460.08 63.32% 001-102-40070 WorkersComp.-CityClerk 3,612.00 941.00 0.00 941.00 2,671.00 73.95% 001-102-42015 Gen.Supplies-CityClerk 600.00 11.95 0.00 11.95 588.05 98.01% 001-102-42445 MUNICODEWEB-CityClerk 4,200.00 0.00 0.00 0.00 4,200.00 100.00% 001-102-42760 Travel,Conf,Trg-CityClerk 900.00 0.00 0.00 0.00 900.00 100.00% 001-102-42805 WaterUtilities-CityClerk 480.00 0.00 0.00 0.00 480.00 100.00% 001-102-42810 PG&EUtilities-CityClerk 720.00 6.82 7.05 13.87 706.13 98.07% 001-102-43650 Contracts-Other-CityClerk 600.00 0.00 0.00 0.00 600.00 100.00% 153
Section 10, Item D.

Detail vs Budget Report Date Range: 09/01/2025 - 09/30/2025 10/9/2025 10:52:19 AM Page 3 of 17
Account Name Fiscal Budget Beginning Balance Total Activity Ending Balance Budget Remaining % Remaining 102 - CityClerk Totals: 73,892.00 12,292.43 6,699.60 18,992.03 54,899.97 74.30% Department: 103 - CityTreasurer
001-103-40005 Sal/Wages-Elect-CityTreasurer 2,250.00 255.00 187.50 442.50 1,807.50 80.33% 001-103-40050 FICA-CityTreasurer 140.00 15.81 11.63 27.44 112.56 80.40% 001-103-40051 Medicare-CityTreasurer 33.00 3.70 2.72 6.42 26.58 80.55% 001-103-40055 SUI-CityTreasurer 47.00 0.00 0.00 0.00 47.00 100.00% 103 - CityTreasurer Totals: 2,470.00 274.51 201.85 476.36 1,993.64 80.71% Department: 104 - CityManager
001-104-40000 Salaries-CityManager 89,976.00 19,586.32 10,040.76 29,627.08 60,348.92 67.07% 001-104-40015 VacationPayout-CityManager 3,325.00 0.00 0.00 0.00 3,325.00 100.00% 001-104-40050 FICA-CITYMANAGER 5,579.00 1,195.27 616.29 1,811.56 3,767.44 67.53% 001-104-40051 Medicare-CITYMANAGER 1,305.00 278.57 144.14 422.71 882.29 67.61% 001-104-40055 SUI-CITYMANAGER 147.00 20.77 0.00 20.77 126.23 85.87% 001-104-40060 PERS-CITYMANAGER 6,091.00 1,433.68 789.69 2,223.37 3,867.63 63.50% 001-104-40065 Health/LifeIns-CITYMANAGER 17,429.00 6,250.32 2,075.07 8,325.39 9,103.61 52.23% 001-104-40070 WorkersComp.-CITYMANAGER 4,214.00 1,098.00 0.00 1,098.00 3,116.00 73.94% 001-104-42015 Gen.Supplies-CityManager 350.00 0.00 0.00 0.00 350.00 100.00% 001-104-42710 Communications-CityManager 0.00 0.00 36.03 36.03 -36.03 0.00% 001-104-42760 Travel,Conf,Trg-CityManager 875.00 0.00 0.00 0.00 875.00 100.00% 001-104-42805 WaterUtilities-CityManager 208.00 0.00 0.00 0.00 208.00 100.00% 001-104-42810 PG&EUtilities-CityManager 420.00 4.01 4.14 8.15 411.85 98.06% 001-104-42995 CONTINGENCY-CityManager 7,000.00 0.00 0.00 0.00 7,000.00 100.00% 001-104-43600 ProfServices-CityManager 2,625.00 0.00 0.00 0.00 2,625.00 100.00% 104 - CityManager Totals: 139,544.00 29,866.94 13,706.12 43,573.06 95,970.94 68.77% Department: 105 - Finance
001-105-40000 Salaries-Finance 78,186.00 13,567.33 8,532.90 22,100.23 56,085.77 71.73% 001-105-40015 VACATIONPAYOUT-Finance 1,860.00 0.00 0.00 0.00 1,860.00 100.00% 001-105-40050 FICA-Finance 4,848.00 799.53 493.97 1,293.50 3,554.50 73.32% 001-105-40051 Medicare-Finance 1,134.00 185.49 115.54 301.03 832.97 73.45% 001-105-40055 SUI-Finance 307.00 19.56 0.00 19.56 287.44 93.63% 001-105-40060 PERS-Finance 4,868.00 786.76 492.29 1,279.05 3,588.95 73.73% 001-105-40065 Health/LifeIns-Finance 18,183.00 8,359.28 4,393.95 12,753.23 5,429.77 29.86% 001-105-40070 WorkersComp.-Finance 8,792.00 2,572.00 0.00 2,572.00 6,220.00 70.75% 001-105-42015 Gen.Supplies-Finance 9,129.00 200.10 281.73 481.83 8,647.17 94.72% 001-105-42435 NetworkSvcsCo-Finance 20,083.00 446.25 446.25 892.50 19,190.50 95.56% 001-105-42760 Travel,Conf,Trg-Finance 548.00 0.00 0.00 0.00 548.00 100.00% 001-105-42805 WaterUtilities-Finance 219.00 0.00 0.00 0.00 219.00 100.00% 001-105-42810 PG&EUtilities-Finance 2,373.00 325.99 341.34 667.33 1,705.67 71.88% 001-105-42955 PayChex&Bank-Finance 2,921.00 370.02 0.00 370.02 2,550.98 87.33% 001-105-43100 Audit&Acctg-Finance 14,788.00 0.00 0.00 0.00 14,788.00 100.00% 001-105-43600 ProfServices-Finance 1,826.00 0.00 0.00 0.00 1,826.00 100.00% 001-105-43650 Contracts-Other-Finance 730.00 0.00 300.00 300.00 430.00 58.90% 001-105-69400 O&MEquipment-Finance 1,826.00 0.00 0.00 0.00 1,826.00 100.00% 154
Section 10, Item D.

Detail vs Budget Report Date Range: 09/01/2025 - 09/30/2025 10/9/2025 10:52:19 AM Page 4 of 17
Account Name Fiscal Budget Beginning Balance Total Activity Ending Balance Budget Remaining % Remaining 105 - Finance Totals: 172,621.00 27,632.31 15,397.97 43,030.28 129,590.72 75.07% Department: 106 - Police
001-106-40000 Salaries-PoliceDept 485,700.00 63,537.22 34,604.74 98,141.96 387,558.04 79.79% 001-106-40006 Overtime-PoliceDept 40,000.00 10,787.56 4,868.05 15,655.61 24,344.39 60.86% 001-106-40015 VacationPayout-PoliceDept 14,243.00 2,810.40 0.00 2,810.40 11,432.60 80.27% 001-106-40050 FICA-PoliceDept 30,981.00 5,057.10 2,447.33 7,504.43 23,476.57 75.78% 001-106-40051 Medicare-PoliceDept 7,246.00 1,182.71 572.36 1,755.07 5,490.93 75.78% 001-106-40055 SUI-PoliceDept 1,260.00 20.46 29.31 49.77 1,210.23 96.05% 001-106-40060 PERS-PoliceDept 85,542.00 9,591.72 5,654.61 15,246.33 70,295.67 82.18% 001-106-40065 Health/LifeIns-PoliceDept 113,880.00 12,991.07 10,779.02 23,770.09 90,109.91 79.13% 001-106-40070 WorkersComp.-PoliceDept 36,117.00 9,408.00 0.00 9,408.00 26,709.00 73.95% 001-106-42015 Gen.Supplies-PoliceDept 2,000.00 139.53 580.64 720.17 1,279.83 63.99% 001-106-42020 FUEL-PoliceDept 27,000.00 2,185.95 1,965.10 4,151.05 22,848.95 84.63% 001-106-42045 SpecialDepart-PoliceDept 1,750.00 471.08 27.86 498.94 1,251.06 71.49% 001-106-42095 Clothing-PoliceDept 2,000.00 4,430.80 0.00 4,430.80 -2,430.80 -121.54% 001-106-42096 SafetyEquip-PoliceDept 5,000.00 0.00 0.00 0.00 5,000.00 100.00% 001-106-42435 NetworkSvcsCo-PoliceDept 6,000.00 0.00 0.00 0.00 6,000.00 100.00% 001-106-42710 Communications-PoliceDept 5,000.00 64.03 186.42 250.45 4,749.55 94.99% 001-106-42760 Travel,Conf,Trg-PoliceDept 5,000.00 130.00 0.00 130.00 4,870.00 97.40% 001-106-42805 WaterUtilities-PoliceDept 500.00 0.00 0.00 0.00 500.00 100.00% 001-106-42810 PG&EUtilities-PoliceDept 7,000.00 639.20 669.30 1,308.50 5,691.50 81.31% 001-106-42850 VehicleMaintna-PoliceDept 18,000.00 239.29 599.09 838.38 17,161.62 95.34% 001-106-42930 AnimalControl-PoliceDept 38,000.00 0.00 0.00 0.00 38,000.00 100.00% 001-106-42935 Misc-Bookings-PoliceDept 150.00 0.00 0.00 0.00 150.00 100.00% 001-106-42940 Misc-Court/Invs-PoliceDept 100.00 0.00 0.00 0.00 100.00 100.00% 001-106-43650 Contracts-Other-PoliceDept 0.00 0.00 5,172.84 5,172.84 -5,172.84 0.00% 001-106-43700 Dispatching-PoliceDept 175,000.00 0.00 0.00 0.00 175,000.00 100.00% 106 - Police Totals: 1,107,469.00 123,686.12 68,156.67 191,842.79 915,626.21 82.68% Department: 109 - Planning
001-109-40005 Sal/Wages-Elect-Planning 6,750.00 765.00 562.50 1,327.50 5,422.50 80.33% 001-109-40050 FICA-Planning 425.00 47.42 34.90 82.32 342.68 80.63% 001-109-40051 Medicare-Planning 100.00 11.08 8.15 19.23 80.77 80.77% 001-109-40055 SUI-Planning 130.00 3.73 0.00 3.73 126.27 97.13% 001-109-42015 Gen.Supplies-Planning 200.00 0.00 0.00 0.00 200.00 100.00% 001-109-42510 LAFCOExpense-Planning 6,000.00 5,732.00 0.00 5,732.00 268.00 4.47% 001-109-42750 PHNOTICES-Planning 3,000.00 0.00 0.00 0.00 3,000.00 100.00% 001-109-43450 Planner-Planning 30,000.00 0.00 0.00 0.00 30,000.00 100.00% 001-109-43650 Contracts-Other-Planning 7,996.00 0.00 0.00 0.00 7,996.00 100.00% 109 - Planning Totals: 54,601.00 6,559.23 605.55 7,164.78 47,436.22 86.88% Department: 110 - Building
001-110-42300 E&PReimbEngr.-BuildingDEPT 2,500.00 0.00 0.00 0.00 2,500.00 100.00% 001-110-43250 Engineering-BuildingRegula 2,000.00 0.00 0.00 0.00 2,000.00 100.00% 001-110-43300 PlanChk&Insp-BuildingDEPT 42,000.00 0.00 6,172.00 6,172.00 35,828.00 85.30% 155
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Account Name Fiscal Budget Beginning Balance Total Activity Ending Balance Budget Remaining % Remaining 110 - Building Totals: 46,500.00 0.00 6,172.00 6,172.00 40,328.00 86.73% Department: 111 - Engineering
001-111-42300 E&PReimbEngr.-Engineering 80,000.00 0.00 5,593.45 5,593.45 74,406.55 93.01% 001-111-43250 Engineering-Engineering 60,000.00 0.00 5,406.65 5,406.65 54,593.35 90.99% 001-111-43300 PlanChk&Insp-Engineering 4,000.00 0.00 1,199.25 1,199.25 2,800.75 70.02% 111 - Engineering Totals: 144,000.00 0.00 12,199.35 12,199.35 131,800.65 91.53% Department: 113 - Parks&Recreation
001-113-40000 Salaries-Parks&Recreat 130,807.00 14,723.84 7,892.75 22,616.59 108,190.41 82.71% 001-113-40006 Overtime-Parks&Recreat 0.00 30.74 92.84 123.58 -123.58 0.00% 001-113-40015 VacationPayout-Parks&Recreat 4,458.00 0.00 0.00 0.00 4,458.00 100.00% 001-113-40050 FICA-Parks&Recreat 7,912.00 873.15 483.93 1,357.08 6,554.92 82.85% 001-113-40051 Medicare-Parks&Recreat 1,850.00 201.43 113.21 314.64 1,535.36 82.99% 001-113-40055 SUI-Parks&Recreat 370.00 0.00 0.00 0.00 370.00 100.00% 001-113-40060 PERS-Parks&Recreat 15,557.00 1,022.06 571.69 1,593.75 13,963.25 89.76% 001-113-40065 Health/LifeIns-Parks&Recreat 37,556.00 6,907.13 2,290.68 9,197.81 28,358.19 75.51% 001-113-40070 WorkersComp.-Parks&Recreat 10,593.00 2,760.00 0.00 2,760.00 7,833.00 73.95% 001-113-42015 Gen.Supplies-Parks&Recreat 580.00 0.00 16.79 16.79 563.21 97.11% 001-113-42020 FUEL-Parks&Recreat 7,000.00 725.08 800.57 1,525.65 5,474.35 78.21% 001-113-42030 Repair/Maint-Parks&Recreat 27,000.00 3,948.19 4,575.45 8,523.64 18,476.36 68.43% 001-113-42057 Beautification-Parks&Recreat 6,000.00 0.00 0.00 0.00 6,000.00 100.00% 001-113-42095 Clothing-Parks&Recreat 750.00 453.75 0.00 453.75 296.25 39.50% 001-113-42205 Lease-Prkglot-Parks&Recreat 47,000.00 7,640.92 0.00 7,640.92 39,359.08 83.74% 001-113-42400 Signs-Parks & Recreat 250.00 0.00 0.00 0.00 250.00 100.00% 001-113-42410 WeedControl-Parks&Recreat 5,000.00 0.00 29.00 29.00 4,971.00 99.42% 001-113-42415 Restrooms-Parks&Recreat 500.00 0.00 0.00 0.00 500.00 100.00% 001-113-42425 Taxes/Fees/Lics-Parks&Recreat 500.00 0.00 0.00 0.00 500.00 100.00% 001-113-42435 NetworkSvcsCo-Parks&Recreat 2,000.00 0.00 0.00 0.00 2,000.00 100.00% 001-113-42436 Internet Services - Parks & Rec 0.00 0.00 133.90 133.90 -133.90 0.00% 001-113-42805 WaterUtilities-Parks&Recreat 26,000.00 0.00 0.00 0.00 26,000.00 100.00% 001-113-42810 PG&EUtilities-Parks&Recreat 42,000.00 4,662.53 6,594.23 11,256.76 30,743.24 73.20% 001-113-42850 VehicleMaintna-Parks&Recreat 4,000.00 418.64 233.30 651.94 3,348.06 83.70% 001-113-42860 O&MBlg/Structu-Parks&Recreat 5,000.00 601.17 450.00 1,051.17 3,948.83 78.98% 001-113-42865 Janitorial-Parks&Recreat 6,500.00 -3,093.40 0.00 -3,093.40 9,593.40 147.59% 001-113-43600 ProfServices-Parks&Recreat 0.00 0.00 475.20 475.20 -475.20 0.00% 001-113-43650 Contracts-Other-Parks&Recreat 19,500.00 0.00 0.00 0.00 19,500.00 100.00% 001-113-44000 SmallEquipment-Parks&Recreat 2,500.00 0.00 0.00 0.00 2,500.00 100.00% 113 - Parks&Recreation Totals: 411,183.00 41,875.23 24,753.54 66,628.77 344,554.23 83.80% Department: 114 - SwimmingPool
001-114-40000 Salaries-SwimmingPool 0.00 384.52 242.86 627.38 -627.38 0.00% 001-114-40050 FICA-SwimmingPool 0.00 23.84 15.06 38.90 -38.90 0.00% 001-114-40051 Medicare-SwimmingPool 0.00 5.58 3.52 9.10 -9.10 0.00% 001-114-40060 PERS-SwimmingPool 0.00 53.10 39.70 92.80 -92.80 0.00% 001-114-40065 HealthBenefits-SwimmingPool 0.00 267.82 78.74 346.56 -346.56 0.00% 156
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Account Name Fiscal Budget Beginning Balance Total Activity Ending Balance Budget Remaining % Remaining 001-114-42015 Gen.Supplies-SwimmingPool 250.00 0.00 0.00 0.00 250.00 100.00% 001-114-42025 Supplies-Chem-SwimmingPool 6,000.00 0.00 414.59 414.59 5,585.41 93.09% 001-114-42425 Taxes/Fees/Lics-SwimmingPool 1,000.00 0.00 0.00 0.00 1,000.00 100.00% 001-114-42860 O&MBlg/Structu-SwimmingPool 4,000.00 0.00 0.00 0.00 4,000.00 100.00% 001-114-43650 Contracts-Other-SwimmingPool 40,500.00 0.00 0.00 0.00 40,500.00 100.00% 001-114-69400 O&MEquipment-SwimmingPool 0.00 0.00 554.63 554.63 -554.63 0.00% 114 - SwimmingPool Totals: 51,750.00 734.86 1,349.10 2,083.96 49,666.04 95.97% Department: 115 - Marketing
001-115-42055 CommunityProm-Promotions 7,500.00 825.00 500.00 1,325.00 6,175.00 82.33% 001-115-42436 InternetServic-Promotions 8,600.00 0.00 0.00 0.00 8,600.00 100.00% 001-115-42745 Advertising-Promotions 1,000.00 0.00 257.16 257.16 742.84 74.28% 001-115-42756 Membership/Dues-Promotions 125.00 0.00 0.00 0.00 125.00 100.00% 115 - Marketing Totals: 17,225.00 825.00 757.16 1,582.16 15,642.84 90.81% Department: 140 - Cemetery
001-140-40065 EmployeeBenefi-Cemetery 0.00 151.40 0.00 151.40 -151.40 0.00% 140 - Cemetery Totals: 0.00 151.40 0.00 151.40 -151.40 0.00% Department: 172 - MonteVerdeMuseum
001-172-40000 Salaries-MonteVerdeMuse 0.00 107.91 0.00 107.91 -107.91 0.00% 001-172-40050 FICA-MonteVerdeMuse 0.00 6.67 0.00 6.67 -6.67 0.00% 001-172-40051 Medicare-MonteVerdeMuse 0.00 1.57 0.00 1.57 -1.57 0.00% 001-172-42810 PG&EUtilities-MonteVerdeMuse 0.00 114.75 110.30 225.05 -225.05 0.00% 001-172-42860 O&MBlg/Structu-MonteVerdeMuse 0.00 0.00 86.00 86.00 -86.00 0.00% 172 - MonteVerdeMuseum Totals: 0.00 230.90 196.30 427.20 -427.20 0.00% Department: 610 - CentralServices
001-610-40065 Health/LifeIns-CentralServies 1,700.00 0.00 0.00 0.00 1,700.00 100.00% 001-610-42015 Gen.Supplies-CentralServies 800.00 0.00 0.00 0.00 800.00 100.00% 001-610-42030 Repair/Maint-CentralServies 400.00 0.00 0.00 0.00 400.00 100.00% 001-610-42031 EquipmtMaint.-CentralServies 400.00 0.00 44.56 44.56 355.44 88.86% 001-610-42435 NetworkSvcsCo-CentralServies 12,000.00 0.00 909.00 909.00 11,091.00 92.43% 001-610-42436 InternetServic-CentralServies 4,000.00 1,284.98 377.79 1,662.77 2,337.23 58.43% 001-610-42710 Communications-CentralServies 2,000.00 176.64 72.07 248.71 1,751.29 87.56% 001-610-42755 RiskManagement-CentralServies 214,000.00 134,882.00 0.00 134,882.00 79,118.00 36.97% 001-610-42756 Membership/Dues-CentralServies 1,000.00 80.00 0.00 80.00 920.00 92.00% 610 - CentralServices Totals: 236,300.00 136,423.62 1,403.42 137,827.04 98,472.96 41.67% Department: 613 - CityAttorney
001-613-43350 Speciallegal-LEGALSERVICES 27,500.00 3,750.00 2,530.00 6,280.00 21,220.00 77.16% 613 - CityAttorney Totals: 27,500.00 3,750.00 2,530.00 6,280.00 21,220.00 77.16% 001 - GeneralFund Totals: -394,703.00 310,201.85 367.98 310,569.83 -705,272.83 003 - Streets/Sidewal
Department: 000 - NonDepartmental
003-000-75100 VehicleLicenseFee -5,000.00 0.00 -4,042.20 -4,042.20 -957.80 -19.16% 157
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Account Name Fiscal Budget Beginning Balance Total Activity Ending Balance Budget Remaining % Remaining 003-000-75320 2107HighwayUserTax -46,500.00 -7,969.01 -4,130.40 -12,099.41 -34,400.59 -73.98% 003-000-75321 2105HighwayUserTax -16,500.00 -2,736.75 -1,388.95 -4,125.70 -12,374.30 -75.00% 003-000-75322 2106HighwayUserTax -16,500.00 -2,896.75 -1,473.95 -4,370.70 -12,129.30 -73.51% 003-000-75323 2107-5HighwayUserTax -1,000.00 -1,000.00 0.00 -1,000.00 0.00 0.00% 003-000-75325 RoadMaintenance&Rehabi -71,000.00 -12,714.73 -5,847.21 -18,561.94 -52,438.06 -73.86% 000 - NonDepartmental Totals: -156,500.00 -27,317.24 -16,882.71 -44,199.95 -112,300.05 -71.76% Department: 104 - CityManager
003-104-40000 Salaries-CITYMANAGER 12,854.00 701.94 0.00 701.94 12,152.06 94.54% 003-104-40015 VACATIONPAYOUT-CITYMANAGER 475.00 0.00 0.00 0.00 475.00 100.00% 003-104-40050 FICA-CityManager 797.00 43.52 0.00 43.52 753.48 94.54% 003-104-40051 Medicare-CITYMANAGER 186.00 10.18 0.00 10.18 175.82 94.53% 003-104-40055 SUI-CityManager 21.00 0.00 0.00 0.00 21.00 100.00% 003-104-40060 PERS-CITYMANAGER 870.00 55.87 0.00 55.87 814.13 93.58% 003-104-40065 EmployeeBenefi-CityManager 2,490.00 163.82 0.00 163.82 2,326.18 93.42% 003-104-40070 WorkersComp.-CITYMANAGER 602.00 157.00 0.00 157.00 445.00 73.92% 003-104-42015 Gen.Supplies-CITYMANAGER 50.00 0.00 0.00 0.00 50.00 100.00% 003-104-42760 Travel,Conf,Trg-CityManager 125.00 0.00 7.21 7.21 117.79 94.23% 003-104-42805 WaterUtilities-CityManager 30.00 0.00 0.00 0.00 30.00 100.00% 003-104-42810 PG&EUtilities-CityManager 60.00 0.80 0.83 1.63 58.37 97.28% 003-104-42995 CONTINGENCY-CityManager 1,000.00 0.00 0.00 0.00 1,000.00 100.00% 003-104-43600 ProfServices-CityManager 375.00 0.00 0.00 0.00 375.00 100.00% 104 - CityManager Totals: 19,935.00 1,133.13 8.04 1,141.17 18,793.83 94.28% Department: 105 - Finance
003-105-40000 Salaries-Finance 13,327.00 1,499.29 513.48 2,012.77 11,314.23 84.90% 003-105-40015 VACATIONPAYOUT-Finance 317.00 0.00 0.00 0.00 317.00 100.00% 003-105-40050 FICA-Finance 826.00 92.96 31.83 124.79 701.21 84.89% 003-105-40051 Medicare-Finance 193.00 21.74 7.45 29.19 163.81 84.88% 003-105-40055 SUI-Finance 52.00 2.59 0.00 2.59 49.41 95.02% 003-105-40060 PERS-Finance 830.00 119.35 40.88 160.23 669.77 80.70% 003-105-40065 EmployeeBenefi-Finance 3,099.00 719.13 165.02 884.15 2,214.85 71.47% 003-105-40070 WorkersComp.-Finance 1,499.00 376.00 0.00 376.00 1,123.00 74.92% 003-105-42015 Gen.Supplies-Finance 1,556.00 24.71 29.70 54.41 1,501.59 96.50% 003-105-42435 NetworkSvcsCo-Finance 3,423.00 78.75 78.75 157.50 3,265.50 95.40% 003-105-42760 Travel,Conf,Trg-Finance 93.00 0.00 0.00 0.00 93.00 100.00% 003-105-42805 WaterUtilities-Finance 37.00 0.00 0.00 0.00 37.00 100.00% 003-105-42810 PG&EUtilities-Finance 405.00 57.53 60.24 117.77 287.23 70.92% 003-105-42955 PayChex&Bank-Finance 498.00 38.28 0.00 38.28 459.72 92.31% 003-105-43100 Audit&Acctg-Finance 2,521.00 0.00 0.00 0.00 2,521.00 100.00% 003-105-43600 ProfServices-Finance 311.00 0.00 0.00 0.00 311.00 100.00% 003-105-43650 Contracts-Other-Finance 124.00 0.00 0.00 0.00 124.00 100.00% 003-105-69400 O&MEquipment-Finance 311.00 0.00 0.00 0.00 311.00 100.00% 105 - Finance Totals: 29,422.00 3,030.33 927.35 3,957.68 25,464.32 86.55% Department: 112 - Streets/Roads
158
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Account Name Fiscal Budget Beginning Balance Total Activity Ending Balance Budget Remaining % Remaining 003-112-40000 Salaries-Streets/Roads 59,862.00 8,608.76 3,846.36 12,455.12 47,406.88 79.19% 003-112-40006 Overtime-Streets/Roads 0.00 30.74 161.15 191.89 -191.89 0.00% 003-112-40015 VACATIONPAYOUT-Streets/Roads 2,091.00 0.00 0.00 0.00 2,091.00 100.00% 003-112-40050 FICA-Streets/Roads 3,711.00 521.53 238.21 759.74 2,951.26 79.53% 003-112-40051 Medicare-Streets/Roads 868.00 122.22 55.75 177.97 690.03 79.50% 003-112-40055 SUI-Streets/Roads 173.00 0.00 0.00 0.00 173.00 100.00% 003-112-40060 PERS-Streets/Roads 7,297.00 935.20 402.52 1,337.72 5,959.28 81.67% 003-112-40065 Health/LifeIns-Streets/Roads 17,617.00 4,628.86 1,408.51 6,037.37 11,579.63 65.73% 003-112-40070 WorkersComp.-Streets/Roads 4,969.00 1,294.00 0.00 1,294.00 3,675.00 73.96% 003-112-42015 Gen.Supplies-Streets/Roads 1,500.00 0.00 0.00 0.00 1,500.00 100.00% 003-112-42020 FUEL-Streets/Roads 5,000.00 484.81 158.27 643.08 4,356.92 87.14% 003-112-42030 Repair/Maint-Streets/Roads 0.00 92.56 0.00 92.56 -92.56 0.00% 003-112-42095 Clothing-Streets/Roads 750.00 220.00 0.00 220.00 530.00 70.67% 003-112-42200 Patching-Streets/Roads 7,500.00 0.00 154.97 154.97 7,345.03 97.93% 003-112-42400 Signs-Streets/Roads 250.00 0.00 0.00 0.00 250.00 100.00% 003-112-42405 FloodControl-Streets/Roads 1,000.00 0.00 0.00 0.00 1,000.00 100.00% 003-112-42410 WeedControl-Streets/Roads 4,000.00 0.00 0.00 0.00 4,000.00 100.00% 003-112-42800 PublicUtility-Streets/Roads 0.00 60.74 0.00 60.74 -60.74 0.00% 003-112-42810 PG&EUtilities-Streets/Roads 0.00 110.85 125.44 236.29 -236.29 0.00% 003-112-42815 StreetLights-Streets/Roads 42,000.00 3,201.89 3,115.17 6,317.06 35,682.94 84.96% 003-112-42850 VehicleMaintna-Streets/Roads 2,000.00 0.00 0.00 0.00 2,000.00 100.00% 003-112-42860 O&MBlg/Structu-Streets/Roads 20,000.00 0.00 0.00 0.00 20,000.00 100.00% 003-112-43650 Contracts-Other-Streets/Roads 0.00 -1,000.00 0.00 -1,000.00 1,000.00 0.00% 003-112-69400 O&MEquipment-Streets/Roads 1,000.00 0.00 0.00 0.00 1,000.00 100.00% 003-112-69600 Improvements-Streets/Roads 42,500.00 0.00 0.00 0.00 42,500.00 100.00% 112 - Streets/Roads Totals: 224,088.00 19,312.16 9,666.35 28,978.51 195,109.49 87.07% 003 - Streets/Sidewal Totals: 116,945.00 -3,841.62 -6,280.97 -10,122.59 127,067.59 004 - CrestviewLgt/D
Department: 000 - NonDepartmental
004-000-74330 StreetLightingCharges -2,650.00 0.00 0.00 0.00 -2,650.00 -100.00% 000 - NonDepartmental Totals: -2,650.00 0.00 0.00 0.00 -2,650.00 -100.00% Department: 105 - Finance
004-105-40000 Salaries-Finance 10,662.00 275.35 51.35 326.70 10,335.30 96.94% 004-105-40015 VacationPayout-Finance 254.00 0.00 0.00 0.00 254.00 100.00% 004-105-40050 FICA-Finance 661.00 17.06 3.18 20.24 640.76 96.94% 004-105-40051 Medicare-Finance 155.00 4.00 0.75 4.75 150.25 96.94% 004-105-40055 SUI-Finance 42.00 2.59 0.00 2.59 39.41 93.83% 004-105-40060 PERS-Finance 664.00 21.91 4.10 26.01 637.99 96.08% 004-105-40065 EmployeeBenefi-Finance 2,479.00 73.43 16.50 89.93 2,389.07 96.37% 004-105-40070 WorkersComp.-Finance 1,199.00 0.00 0.00 0.00 1,199.00 100.00% 004-105-42015 Gen.Supplies-Finance 1,245.00 0.00 0.00 0.00 1,245.00 100.00% 004-105-42435 NetworkSvcsCo-Finance 2,739.00 0.00 0.00 0.00 2,739.00 100.00% 004-105-42760 Travel,Conf,Trg-Finance 75.00 0.00 0.00 0.00 75.00 100.00% 159
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Detail vs Budget Report Date Range: 09/01/2025 - 09/30/2025 10/9/2025 10:52:19 AM Page 9 of 17
Account Name Fiscal Budget Beginning Balance Total Activity Ending Balance Budget Remaining % Remaining 004-105-42805 WaterUtilities-Finance 30.00 0.00 0.00 0.00 30.00 100.00% 004-105-42810 PG&EUtilities-Finance 324.00 0.00 0.00 0.00 324.00 100.00% 004-105-42955 PayChex&Bank-Finance 398.00 0.00 0.00 0.00 398.00 100.00% 004-105-43100 Audit&Acctg-Finance 2,017.00 0.00 0.00 0.00 2,017.00 100.00% 004-105-43600 ProfServices-Finance 249.00 0.00 0.00 0.00 249.00 100.00% 004-105-43650 Contracts-Other-Finance 100.00 0.00 0.00 0.00 100.00 100.00% 004-105-69400 O&MEquipment-Finance 249.00 0.00 0.00 0.00 249.00 100.00% 105 - Finance Totals: 23,542.00 394.34 75.88 470.22 23,071.78 98.00% Department: 145 - CrestViewLgt
004-145-42815 StreetLights-CrestViewLgt 0.00 125.88 125.87 251.75 -251.75 0.00% 145 - CrestViewLgt Totals: 0.00 125.88 125.87 251.75 -251.75 0.00% 004 - CrestviewLgt/D Totals: 20,892.00 520.22 201.75 721.97 20,170.03 010 - SewerM&O
Department: 000 - NonDepartmental
010-000-74500 SewerServiceCharges -2,967,587.00 -447,842.24 -251,617.12 -699,459.36 -2,268,127.64 -76.43% 010-000-74505 SepticDumpingFee -50,000.00 -8,936.89 -4,716.68 -13,653.57 -36,346.43 -72.69% 010-000-74510 ContractSewerRevAWA& -223,120.00 -46,208.66 -23,104.33 -69,312.99 -153,807.01 -68.93% 010-000-75000 InterestEarnings -16,000.00 0.00 0.00 0.00 -16,000.00 -100.00% 010-000-77115 EffluentDisposal -156,068.00 -33,586.86 -17,882.18 -51,469.04 -104,598.96 -67.02% 010-000-77130 LateCharges -40,000.00 0.00 0.00 0.00 -40,000.00 -100.00% 010-000-78999 OperatingTransfersIn -830,000.00 0.00 0.00 0.00 -830,000.00 -100.00% 000 - NonDepartmental Totals: -4,282,775.00 -536,574.65 -297,320.31 -833,894.96 -3,448,880.04 -80.53% Department: 001 - NonDepartmental1
010-001-74500 SewerSvcChrgesAmadorC -48,871.00 0.00 0.00 0.00 -48,871.00 -100.00% 001 - NonDepartmental1 Totals: -48,871.00 0.00 0.00 0.00 -48,871.00 -100.00% Department: 102 - CityClerk
010-102-40000 Salaries-CityClerk 16,656.00 1,334.57 601.25 1,935.82 14,720.18 88.38% 010-102-40015 VacationPayout-CityClerk 625.00 0.00 0.00 0.00 625.00 100.00% 010-102-40050 FICA-CityClerk 1,033.00 82.74 37.28 120.02 912.98 88.38% 010-102-40051 Medicare-CityClerk 242.00 19.36 8.72 28.08 213.92 88.40% 010-102-40055 SUI-CityClerk 53.00 0.00 0.00 0.00 53.00 100.00% 010-102-40060 PERS-CityClerk 1,326.00 106.24 47.87 154.11 1,171.89 88.38% 010-102-40065 Health/LifeIns-CityClerk 6,225.00 1,152.04 254.42 1,406.46 4,818.54 77.41% 010-102-40070 WorkersComp.-CityClerk 1,505.00 392.00 0.00 392.00 1,113.00 73.95% 010-102-42015 Gen.Supplies-CityClerk 250.00 0.00 0.00 0.00 250.00 100.00% 010-102-42445 MUNICODEWEB-CityClerk 1,750.00 0.00 0.00 0.00 1,750.00 100.00% 010-102-42760 Travel,Conf,Trg-CityClerk 375.00 0.00 0.00 0.00 375.00 100.00% 010-102-42805 WaterUtilities-CityClerk 200.00 0.00 0.00 0.00 200.00 100.00% 010-102-42810 PG&EUtilities-CityClerk 300.00 0.80 0.83 1.63 298.37 99.46% 010-102-43650 City Clerk - Contracts 250.00 0.00 0.00 0.00 250.00 100.00% 102 - CityClerk Totals: 30,790.00 3,087.75 950.37 4,038.12 26,751.88 86.88% Department: 104 - CityManager
160
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Account Name Fiscal Budget Beginning Balance Total Activity Ending Balance Budget Remaining % Remaining 010-104-40000 Salaries-CITYMANAGER 89,976.00 8,444.31 6,405.21 14,849.52 75,126.48 83.50% 010-104-40015 VacationPayout-CityManager 3,325.00 0.00 0.00 0.00 3,325.00 100.00% 010-104-40050 FICA-CityManager 5,579.00 504.77 391.29 896.06 4,682.94 83.94% 010-104-40051 Medicare-CITYMANAGER 1,305.00 119.02 91.52 210.54 1,094.46 83.87% 010-104-40055 SUI-CityManager 147.00 10.97 0.00 10.97 136.03 92.54% 010-104-40060 PERS-CITYMANAGER 6,091.00 657.84 501.48 1,159.32 4,931.68 80.97% 010-104-40065 Health/LifeIns-CITYMANAGER 17,429.00 3,204.17 1,497.80 4,701.97 12,727.03 73.02% 010-104-40070 WorkersComp.-CityManager 4,214.00 1,098.00 0.00 1,098.00 3,116.00 73.94% 010-104-42015 Gen.Supplies-CityManager 350.00 0.00 0.00 0.00 350.00 100.00% 010-104-42710 Communications-CITYMANAGER 0.00 0.00 14.41 14.41 -14.41 0.00% 010-104-42760 Travel,Conf,Trg-CityManager 875.00 0.00 0.00 0.00 875.00 100.00% 010-104-42805 WaterUtilities-CityManager 208.00 0.00 0.00 0.00 208.00 100.00% 010-104-42810 PG&EUtilities-CityManager 420.00 1.61 1.66 3.27 416.73 99.22% 010-104-42995 CONTINGENCY-CityManager 7,000.00 0.00 0.00 0.00 7,000.00 100.00% 010-104-43600 ProfServices-CityManager 2,625.00 0.00 0.00 0.00 2,625.00 100.00% 104 - CityManager Totals: 139,544.00 14,040.69 8,903.37 22,944.06 116,599.94 83.56% Department: 105 - Finance
010-105-40000 Salaries-Finance 87,071.00 8,554.61 4,251.80 12,806.41 74,264.59 85.29% 010-105-40015 VacationPayout-Finance 2,071.00 0.00 0.00 0.00 2,071.00 100.00% 010-105-40050 FICA-Finance 5,398.00 503.53 257.90 761.43 4,636.57 85.89% 010-105-40051 Medicare-Finance 1,263.00 121.01 60.30 181.31 1,081.69 85.64% 010-105-40055 SUI-Finance 342.00 13.91 0.00 13.91 328.09 95.93% 010-105-40060 PERS-Finance 5,421.00 469.84 262.58 732.42 4,688.58 86.49% 010-105-40065 Health/LifeIns-Finance 20,249.00 4,598.89 1,451.69 6,050.58 14,198.42 70.12% 010-105-40070 WorkersComp.-Finance 9,791.00 2,572.00 0.00 2,572.00 7,219.00 73.73% 010-105-42015 Gen.Supplies-Finance 10,166.00 87.87 122.65 210.52 9,955.48 97.93% 010-105-42435 NetworkSvcsCo-Finance 22,365.00 280.00 280.00 560.00 21,805.00 97.50% 010-105-42450 MOMonlinefees-Finance 11,000.00 0.00 0.00 0.00 11,000.00 100.00% 010-105-42760 Travel,Conf,Trg-Finance 610.00 0.00 0.00 0.00 610.00 100.00% 010-105-42805 WaterUtilities-Finance 244.00 0.00 0.00 0.00 244.00 100.00% 010-105-42810 PG&EUtilities-Finance 2,643.00 204.54 214.18 418.72 2,224.28 84.16% 010-105-42955 PayChex&Bank-Finance 3,253.00 229.67 0.00 229.67 3,023.33 92.94% 010-105-43100 Audit&Acctg-Finance 16,469.00 0.00 0.00 0.00 16,469.00 100.00% 010-105-43600 ProfServices-Finance 2,033.00 0.00 0.00 0.00 2,033.00 100.00% 010-105-43650 Contracts-Other-Finance 813.00 0.00 0.00 0.00 813.00 100.00% 010-105-69400 O&MEquipment-Finance 2,033.00 0.00 0.00 0.00 2,033.00 100.00% 105 - Finance Totals: 203,235.00 17,635.87 6,901.10 24,536.97 178,698.03 87.93% Department: 111 - Engineering
010-111-42300 E&PReimbEngr.-Engineering 0.00 0.00 810.00 810.00 -810.00 0.00% 111 - Engineering Totals: 0.00 0.00 810.00 810.00 -810.00 0.00% Department: 151 - SewerTreatment
010-151-40000 Salaries-SewerTreatment 111,421.00 16,284.58 8,134.02 24,418.60 87,002.40 78.08% 010-151-40006 Overtime-SewerTreatment 10,000.00 779.25 596.49 1,375.74 8,624.26 86.24% 161
Section 10, Item D.

Detail vs Budget Report Date Range: 09/01/2025 - 09/30/2025 10/9/2025 10:52:19 AM Page 11 of 17
Account Name Fiscal Budget Beginning Balance Total Activity Ending Balance Budget Remaining % Remaining 010-151-40015 VacationPayout-SewerTreatment 3,892.00 0.00 0.00 0.00 3,892.00 100.00% 010-151-40050 FICA-SewerTreatment 6,908.00 1,029.58 516.66 1,546.24 5,361.76 77.62% 010-151-40051 Medicare-SewerTreatment 1,616.00 242.41 120.83 363.24 1,252.76 77.52% 010-151-40055 SUI-SewerTreatment 323.00 0.00 0.00 0.00 323.00 100.00% 010-151-40060 PERS-SewerTreatment 13,583.00 2,133.70 1,134.53 3,268.23 10,314.77 75.94% 010-151-40061 PERSUnfunded-SewerTreatment 66,423.00 66,423.00 0.00 66,423.00 0.00 0.00% 010-151-40065 Health/LifeIns-SewerTreatment 32,790.00 8,119.38 2,908.04 11,027.42 21,762.58 66.37% 010-151-40070 WorkersComp.-SewerTreatment 9,249.00 2,409.00 0.00 2,409.00 6,840.00 73.95% 010-151-42015 Supplies-Lab-SewerTreatment 9,500.00 0.00 2,234.75 2,234.75 7,265.25 76.48% 010-151-42020 FUEL-SewerTreatment 6,000.00 338.35 309.41 647.76 5,352.24 89.20% 010-151-42025 Supplies-Chem-SewerTreatment 115,000.00 7,733.24 13,878.79 21,612.03 93,387.97 81.21% 010-151-42031 EquipmtMaint.-SewerTreatment 36,000.00 0.00 0.00 0.00 36,000.00 100.00% 010-151-42045 Sludge-SewerTreatment 60,000.00 887.14 8,239.31 9,126.45 50,873.55 84.79% 010-151-42095 Clothing-SewerTreatment 750.00 453.75 174.49 628.24 121.76 16.23% 010-151-42215 Rentals-Mach/Eq-SewerTreatment 15,000.00 0.00 0.00 0.00 15,000.00 100.00% 010-151-42425 Taxes/Fees/Lics-SewerTreatment 37,000.00 0.00 0.00 0.00 37,000.00 100.00% 010-151-42435 NetworkSvcsCo-SewerTreatment 3,000.00 0.00 0.00 0.00 3,000.00 100.00% 010-151-42436 InternetServic-SewerTreatment 1,000.00 330.25 0.00 330.25 669.75 66.98% 010-151-42710 Communications-SewerTreatment 500.00 31.65 31.23 62.88 437.12 87.42% 010-151-42756 Membership/Dues-SewerTreatment 900.00 0.00 0.00 0.00 900.00 100.00% 010-151-42760 Travel,Conf,Trg-SewerTreatment 1,000.00 0.00 0.00 0.00 1,000.00 100.00% 010-151-42805 WaterUtilities-SewerTreatment 12,000.00 0.00 0.00 0.00 12,000.00 100.00% 010-151-42810 PG&EUtilities-SewerTreatment 36,000.00 4,103.71 5,635.86 9,739.57 26,260.43 72.95% 010-151-42830 O&M-SewerPlt-SewerTreatment 25,000.00 3,498.05 2,400.83 5,898.88 19,101.12 76.40% 010-151-42850 VehicleMaintna-SewerTreatment 5,500.00 0.00 0.00 0.00 5,500.00 100.00% 010-151-43250 Engineering-SewerTreatment 50,000.00 0.00 16,965.00 16,965.00 33,035.00 66.07% 010-151-43600 ProfServices-SewerTreatment 0.00 0.00 64.80 64.80 -64.80 0.00% 010-151-43650 Contracts-Other-SewerTreatment 0.00 5,338.50 2,750.00 8,088.50 -8,088.50 0.00% 010-151-45100 PrincipalPymt-SewerTreatment 26,000.00 0.00 0.00 0.00 26,000.00 100.00% 010-151-45200 InterestExpens-SewerTreatment 18,300.00 0.00 0.00 0.00 18,300.00 100.00% 010-151-69600 Improvements-SewerTreatment 110,000.00 0.00 26,521.75 26,521.75 83,478.25 75.89% 010-151-69701 Machinery&-SewerTreatment 10,000.00 625.00 6,875.00 7,500.00 2,500.00 25.00% 010-151-69801 ComputerSoftwr-SewerTreatment 0.00 0.00 8,018.50 8,018.50 -8,018.50 0.00% 151 - SewerTreatment Totals: 834,655.00 120,760.54 107,510.29 228,270.83 606,384.17 72.65% Department: 152 - SewerCollection
010-152-40000 Salaries-SewerCollectio 101,208.00 13,348.21 8,690.12 22,038.33 79,169.67 78.22% 010-152-40006 Overtime-SewerCollectio 0.00 723.56 92.59 816.15 -816.15 0.00% 010-152-40015 VacationPayout-SewerCollectio 3,535.00 0.00 0.00 0.00 3,535.00 100.00% 010-152-40050 FICA-SewerCollectio 6,275.00 849.71 519.36 1,369.07 4,905.93 78.18% 010-152-40051 Medicare-SewerCollectio 1,468.00 198.92 121.47 320.39 1,147.61 78.18% 010-152-40055 SUI-SewerCollectio 293.00 0.00 0.00 0.00 293.00 100.00% 010-152-40060 PERS-SewerCollectio 12,338.00 1,488.42 1,079.93 2,568.35 9,769.65 79.18% 010-152-40061 PERSUnfunded-SewerCollectio 66,423.00 66,423.00 0.00 66,423.00 0.00 0.00% 162
Section 10, Item D.

Detail vs Budget Report Date Range: 09/01/2025 - 09/30/2025 10/9/2025 10:52:19 AM Page 12 of 17
Account Name Fiscal Budget Beginning Balance Total Activity Ending Balance Budget Remaining % Remaining 010-152-40065 Health/LifeIns-SewerCollectio 29,784.00 5,652.09 2,978.05 8,630.14 21,153.86 71.02% 010-152-40070 WorkersComp.-SewerCollectio 8,401.00 2,189.00 0.00 2,189.00 6,212.00 73.94% 010-152-42015 Gen.Supplies-SewerCollectio 2,000.00 0.00 0.00 0.00 2,000.00 100.00% 010-152-42095 Clothing-SewerCollectio 750.00 247.50 174.49 421.99 328.01 43.73% 010-152-42425 Taxes/Fees/Lics-SewerCollectio 4,500.00 0.00 0.00 0.00 4,500.00 100.00% 010-152-42455 ComputerMaint.-SewerCollectio 8,000.00 0.00 0.00 0.00 8,000.00 100.00% 010-152-42850 VehicleMaintna-SewerCollectio 2,500.00 0.00 324.73 324.73 2,175.27 87.01% 010-152-42860 O&MBlg/Structu-SewerCollectio 3,000.00 0.00 0.00 0.00 3,000.00 100.00% 010-152-43250 Engineering-SewerCollectio 16,000.00 0.00 8,977.50 8,977.50 7,022.50 43.89% 010-152-69400 O&MEquipment-SewerCollectio 2,000.00 0.00 0.00 0.00 2,000.00 100.00% 010-152-69600 Improvements-SewerCollectio 776,631.00 161,670.05 343,778.62 505,448.67 271,182.33 34.92% 010-152-69801 ComputerSoftwr-SewerCollectio 0.00 0.00 8,018.50 8,018.50 -8,018.50 0.00% 152 - SewerCollection Totals: 1,045,106.00 252,790.46 374,755.36 627,545.82 417,560.18 39.95% Department: 610 - CentralServices
010-610-40065 Health/LifeIns-CentralServies 1,275.00 0.00 0.00 0.00 1,275.00 100.00% 010-610-42015 Gen.Supplies-CentralServies 600.00 0.00 0.00 0.00 600.00 100.00% 010-610-42031 EquipmtMaint.-CentralServies 300.00 0.00 44.57 44.57 255.43 85.14% 010-610-42435 NetworkSvcsCo-CentralServies 9,000.00 909.00 909.00 1,818.00 7,182.00 79.80% 010-610-42436 InternetServic-CentralServies 3,000.00 375.98 377.79 753.77 2,246.23 74.87% 010-610-42710 Communications-CentralServies 1,500.00 0.00 72.07 72.07 1,427.93 95.20% 010-610-42755 RiskManagement-CentralServies 160,500.00 101,162.00 0.00 101,162.00 59,338.00 36.97% 010-610-42756 Membership/Dues-CentralServies 750.00 0.00 0.00 0.00 750.00 100.00% 010-610-69800 ComputerHardwr-CentralServies 300.00 0.00 0.00 0.00 300.00 100.00% 610 - CentralServices Totals: 177,225.00 102,446.98 1,403.43 103,850.41 73,374.59 41.40% Department: 613 - CityAttorney
010-613-43350 Speciallegal-LEGALSERVICES 5,500.00 0.00 2,200.00 2,200.00 3,300.00 60.00% 613 - CityAttorney Totals: 5,500.00 0.00 2,200.00 2,200.00 3,300.00 60.00% 010 - SewerM&O Totals: -1,895,591.00 -25,812.36 206,113.61 180,301.25 -2,075,892.25 011 - SewerWWTP
Department: 000 - NonDepartmental
011-000-75000 InterestEarnings -7,000.00 0.00 0.00 0.00 -7,000.00 -100.00% 011-000-77115 SewerConnectionCharges 0.00 -18,750.00 -20,495.12 -39,245.12 39,245.12 0.00% 000 - NonDepartmental Totals: -7,000.00 -18,750.00 -20,495.12 -39,245.12 32,245.12 460.64% 011 - SewerWWTP Totals: -7,000.00 -18,750.00 -20,495.12 -39,245.12 32,245.12 460.64% 012 - SewerLineRep.

Department: 000 - NonDepartmental
012-000-75000 InterestEarnings -7,000.00 0.00 0.00 0.00 -7,000.00 -100.00% 000 - NonDepartmental Totals: -7,000.00 0.00 0.00 0.00 -7,000.00 -100.00% 012 - SewerLineRep. Totals: -7,000.00 0.00 0.00 0.00 -7,000.00 -100.00% 014 - SewerCapRes
Department: 000 - NonDepartmental
163
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Account Name Fiscal Budget Beginning Balance Total Activity Ending Balance Budget Remaining % Remaining 014-000-75000 InterestEarnings -11,000.00 0.00 0.00 0.00 -11,000.00 -100.00% 000 - NonDepartmental Totals: -11,000.00 0.00 0.00 0.00 -11,000.00 -100.00% 014 - SewerCapRes Totals: -11,000.00 0.00 0.00 0.00 -11,000.00 -100.00% 035 - TM-General
Department: 000 - NonDepartmental
035-000-74355 TrafficMitigationfee 0.00 0.00 -7,289.60 -7,289.60 7,289.60 0.00% 000 - NonDepartmental Totals: 0.00 0.00 -7,289.60 -7,289.60 7,289.60 0.00% 035 - TM-General Totals: 0.00 0.00 -7,289.60 -7,289.60 7,289.60 0.00% 042 - AB1600
Department: 000 - NonDepartmental
042-000-74345 GENERALDEVELOPERIMPACT -7,720.00 0.00 -10,073.54 -10,073.54 2,353.54 30.49% 042-000-75000 Income-InterestEarning -1,000.00 0.00 0.00 0.00 -1,000.00 -100.00% 000 - NonDepartmental Totals: -8,720.00 0.00 -10,073.54 -10,073.54 1,353.54 15.52% Department: 106 - Police
042-106-69701 Machinery&-PoliceDept 47,031.00 0.00 1,557.30 1,557.30 45,473.70 96.69% 106 - Police Totals: 47,031.00 0.00 1,557.30 1,557.30 45,473.70 96.69% Department: 113 - Parks&Recreation
042-113-69701 Machinery&-Parks&Recreat 25,360.00 0.00 0.00 0.00 25,360.00 100.00% 113 - Parks&Recreation Totals: 25,360.00 0.00 0.00 0.00 25,360.00 100.00% 042 - AB1600 Totals: 63,671.00 0.00 -8,516.24 -8,516.24 72,187.24 059 - BuildingFacili
Department: 105 - Finance
059-105-42015 Gen.Supplies-Finance 0.00 100.49 -100.49 0.00 0.00 0.00% 105 - Finance Totals: 0.00 100.49 -100.49 0.00 0.00 0.00% Department: 113 - Parks&Recreation
059-113-42810 PG&EUtilities-Parks&Recreat 0.00 1,646.64 -1,646.64 0.00 0.00 0.00% 113 - Parks&Recreation Totals: 0.00 1,646.64 -1,646.64 0.00 0.00 0.00% 059 - BuildingFacili Totals: 0.00 1,747.13 -1,747.13 0.00 0.00 0.00% 073 - ParkImpactFee
Department: 000 - NonDepartmental
073-000-74360 PARKSREGIONALIMPACTFEE -13,701.00 0.00 -27,401.30 -27,401.30 13,700.30 99.99% 073-000-75120 Grants - Local, Other 0.00 -112,500.00 0.00 -112,500.00 112,500.00 0.00% 000 - NonDepartmental Totals: -13,701.00 -112,500.00 -27,401.30 -139,901.30 126,200.30 921.10% Department: 113 - Parks&Recreation
073-113-69600 Improvements-Parks&Recreat 172,000.00 0.00 0.00 0.00 172,000.00 100.00% 113 - Parks&Recreation Totals: 172,000.00 0.00 0.00 0.00 172,000.00 100.00% 073 - ParkImpactFee Totals: 158,299.00 -112,500.00 -27,401.30 -139,901.30 298,200.30 080 - EffluentDisp.

Department: 102 - CityClerk
164
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Detail vs Budget Report Date Range: 09/01/2025 - 09/30/2025 10/9/2025 10:52:19 AM Page 14 of 17
Account Name Fiscal Budget Beginning Balance Total Activity Ending Balance Budget Remaining % Remaining 080-102-40000 Salaries-CityClerk 9,994.00 765.59 360.75 1,126.34 8,867.66 88.73% 080-102-40015 VacationPayout-CityClerk 375.00 0.00 0.00 0.00 375.00 100.00% 080-102-40050 FICA-CityClerk 620.00 47.46 22.37 69.83 550.17 88.74% 080-102-40051 Medicare-CityClerk 145.00 11.10 5.23 16.33 128.67 88.74% 080-102-40055 SUI-CityClerk 32.00 0.00 0.00 0.00 32.00 100.00% 080-102-40060 PERS-CityClerk 796.00 60.93 28.71 89.64 706.36 88.74% 080-102-40065 EmployeeBenefi-CityClerk 3,735.00 393.48 152.59 546.07 3,188.93 85.38% 080-102-40070 WorkersComp.-CityClerk 903.00 235.00 0.00 235.00 668.00 73.98% 080-102-42015 Gen.Supplies-CityClerk 150.00 0.00 0.00 0.00 150.00 100.00% 080-102-42445 MuniCodeWeb-CityClerk 1,050.00 0.00 0.00 0.00 1,050.00 100.00% 080-102-42760 City Clerk - Travel/Conferences/Training 225.00 0.00 0.00 0.00 225.00 100.00% 080-102-42805 WaterUtilities-CityClerk 120.00 0.00 0.00 0.00 120.00 100.00% 080-102-42810 PG&EUtilities-CityClerk 180.00 0.40 0.41 0.81 179.19 99.55% 080-102-43650 City Clerk - Contract Services 150.00 0.00 0.00 0.00 150.00 100.00% 102 - CityClerk Totals: 18,475.00 1,513.96 570.06 2,084.02 16,390.98 88.72% Department: 104 - CityManager
080-104-40000 Salaries-CityManager 64,269.00 5,794.37 3,150.95 8,945.32 55,323.68 86.08% 080-104-40015 VacationPayout-CityManager 2,375.00 0.00 0.00 0.00 2,375.00 100.00% 080-104-40050 FICA-CityManager 3,985.00 355.04 190.96 546.00 3,439.00 86.30% 080-104-40051 Medicare-CityManager 932.00 83.03 44.64 127.67 804.33 86.30% 080-104-40055 SUI-CityManager 105.00 0.00 0.00 0.00 105.00 100.00% 080-104-40060 PERS-CityManager 4,351.00 455.26 244.86 700.12 3,650.88 83.91% 080-104-40065 EmployeeBenefi-CityManager 12,449.00 2,110.17 913.19 3,023.36 9,425.64 75.71% 080-104-40070 WorkersComp.-CityManager 3,010.00 784.00 0.00 784.00 2,226.00 73.95% 080-104-42015 Gen.Supplies-CityManager 250.00 0.00 0.00 0.00 250.00 100.00% 080-104-42710 Communications-CityManager 0.00 0.00 14.41 14.41 -14.41 0.00% 080-104-42760 Travel,Conf,Trg-CITYMANAGER 625.00 0.00 0.00 0.00 625.00 100.00% 080-104-42805 WaterUtilities-CityManager 149.00 0.00 0.00 0.00 149.00 100.00% 080-104-42810 PG&EUtilities-CityManager 300.00 1.61 1.66 3.27 296.73 98.91% 080-104-42995 CONTINGENCY-CityManager 5,000.00 0.00 0.00 0.00 5,000.00 100.00% 080-104-43600 ProfServices-CityManager 1,875.00 0.00 0.00 0.00 1,875.00 100.00% 104 - CityManager Totals: 99,675.00 9,583.48 4,560.67 14,144.15 85,530.85 85.81% Department: 105 - Finance
080-105-40000 Salaries-Finance 24,877.00 693.56 1,103.97 1,797.53 23,079.47 92.77% 080-105-40015 VACATIONPAYOUT-Finance 592.00 0.00 0.00 0.00 592.00 100.00% 080-105-40050 FICA-Finance 1,542.00 42.98 68.46 111.44 1,430.56 92.77% 080-105-40051 Medicare-Finance 361.00 10.05 16.01 26.06 334.94 92.78% 080-105-40055 SUI-Finance 98.00 2.59 0.00 2.59 95.41 97.36% 080-105-40060 PERS-Finance 1,549.00 55.20 87.85 143.05 1,405.95 90.77% 080-105-40065 EmployeeBenefi-Finance 5,785.00 501.95 354.76 856.71 4,928.29 85.19% 080-105-40070 WorkersComp.-Finance 2,797.00 753.00 0.00 753.00 2,044.00 73.08% 080-105-42015 Gen.Supplies-Finance 2,905.00 24.06 29.00 53.06 2,851.94 98.17% 080-105-42435 NetworkSvcsCo-Finance 6,390.00 70.00 70.00 140.00 6,250.00 97.81% 165
Section 10, Item D.

Detail vs Budget Report Date Range: 09/01/2025 - 09/30/2025 10/9/2025 10:52:19 AM Page 15 of 17
Account Name Fiscal Budget Beginning Balance Total Activity Ending Balance Budget Remaining % Remaining 080-105-42760 Travel,Conf,Trg-Finance 174.00 0.00 0.00 0.00 174.00 100.00% 080-105-42805 WaterUtilities-Finance 70.00 0.00 0.00 0.00 70.00 100.00% 080-105-42810 PG&EUtilities-Finance 755.00 51.14 53.54 104.68 650.32 86.14% 080-105-42955 PayChex&Bank-Finance 929.00 0.00 0.00 0.00 929.00 100.00% 080-105-43100 Audit&Acctg-Finance 4,705.00 0.00 0.00 0.00 4,705.00 100.00% 080-105-43600 ProfServices-Finance 581.00 0.00 0.00 0.00 581.00 100.00% 080-105-43650 Contracts-Other-Finance 232.00 0.00 0.00 0.00 232.00 100.00% 080-105-69400 O&MEquipment-Finance 581.00 0.00 0.00 0.00 581.00 100.00% 105 - Finance Totals: 54,923.00 2,204.53 1,783.59 3,988.12 50,934.88 92.74% Department: 160 - Effluent
080-160-40000 Salaries-SewerARSA 107,519.00 11,975.43 10,547.41 22,522.84 84,996.16 79.05% 080-160-40006 Overtime-SewerARSA 10,000.00 5,854.66 913.74 6,768.40 3,231.60 32.32% 080-160-40015 VacationPayout-Effluent 3,756.00 0.00 0.00 0.00 3,756.00 100.00% 080-160-40050 FICA-SewerARSA 6,666.00 1,062.16 671.64 1,733.80 4,932.20 73.99% 080-160-40051 Medicare-SewerARSA 1,559.00 248.43 157.00 405.43 1,153.57 73.99% 080-160-40055 SUI-SewerARSA 311.00 0.00 0.00 0.00 311.00 100.00% 080-160-40060 PERS-SewerARSA 13,107.00 2,347.85 1,320.43 3,668.28 9,438.72 72.01% 080-160-40061 PERSUnfunded-Effluent 62,733.00 0.00 0.00 0.00 62,733.00 100.00% 080-160-40065 Health/LifeIns-SewerARSA 31,641.00 7,906.02 3,536.08 11,442.10 20,198.90 63.84% 080-160-40070 WorkersComp.-SewerARSA 8,925.00 2,325.00 0.00 2,325.00 6,600.00 73.95% 080-160-42016 Gen.Supplies-SewerARSA 1,600.00 0.00 130.00 130.00 1,470.00 91.88% 080-160-42020 FUEL-SewerARSA 12,000.00 0.00 0.00 0.00 12,000.00 100.00% 080-160-42030 Repair/Maint-SewerARSA 15,000.00 151.88 331.21 483.09 14,516.91 96.78% 080-160-42405 FloodControl-SewerARSA 1,000.00 0.00 0.00 0.00 1,000.00 100.00% 080-160-42425 Taxes/Fees/Lics-SewerARSA 67,000.00 0.00 0.00 0.00 67,000.00 100.00% 080-160-42850 VehicleMaintna-SewerARSA 5,000.00 0.00 0.00 0.00 5,000.00 100.00% 080-160-42860 O&MBlg/Structu-SewerARSA 2,000.00 0.00 0.00 0.00 2,000.00 100.00% 080-160-42900 ARSA-SewerARSA 50,000.00 0.00 204,383.00 204,383.00 -154,383.00 -308.77% 080-160-43250 Engineering-SewerARSA 80,000.00 0.00 0.00 0.00 80,000.00 100.00% 080-160-43350 Speciallegal-SewerARSA 15,000.00 0.00 0.00 0.00 15,000.00 100.00% 080-160-69400 O&MEquipment-SewerARSA 35,000.00 0.00 0.00 0.00 35,000.00 100.00% 080-160-69600 Improvements-SewerARSA 825,000.00 0.00 0.00 0.00 825,000.00 100.00% 160 - Effluent Totals: 1,354,817.00 31,871.43 221,990.51 253,861.94 1,100,955.06 81.26% Department: 610 - CentralServices
080-610-40065 EmployeeBenefi-CentralServies 1,275.00 0.00 0.00 0.00 1,275.00 100.00% 080-610-42015 Gen.Supplies-CentralServies 600.00 0.00 0.00 0.00 600.00 100.00% 080-610-42031 EquipmtMaint.-CentralServies 300.00 0.00 0.00 0.00 300.00 100.00% 080-610-42435 NetworkSvcsCo-CentralServies 9,000.00 0.00 0.00 0.00 9,000.00 100.00% 080-610-42436 InternetServic-CentralServies 3,000.00 0.00 0.00 0.00 3,000.00 100.00% 080-610-42710 Communications-CentralServies 1,500.00 0.00 0.00 0.00 1,500.00 100.00% 080-610-42755 RiskManagement-CentralServies 160,500.00 101,161.00 0.00 101,161.00 59,339.00 36.97% 080-610-42756 Membership/Dues-CentralServies 750.00 0.00 0.00 0.00 750.00 100.00% 080-610-69800 ComputerHardwr-CentralServies 300.00 0.00 0.00 0.00 300.00 100.00% 166
Section 10, Item D.

Detail vs Budget Report Date Range: 09/01/2025 - 09/30/2025 10/9/2025 10:52:19 AM Page 16 of 17
Account Name Fiscal Budget Beginning Balance Total Activity Ending Balance Budget Remaining % Remaining 610 - CentralServices Totals: 177,225.00 101,161.00 0.00 101,161.00 76,064.00 42.92% Department: 613 - CityAttorney
080-613-43350 Legal-CityAttorney 27,500.00 0.00 0.00 0.00 27,500.00 100.00% 613 - CityAttorney Totals: 27,500.00 0.00 0.00 0.00 27,500.00 100.00% 080 - EffluentDisp. Totals: 1,732,615.00 146,334.40 228,904.83 375,239.23 1,357,375.77 78.34% Report Total: -222,872.00 297,899.62 363,857.81 661,757.43 -884,629.43 167
Section 10, Item D.

Detail vs Budget Report Date Range: 09/01/2025 - 09/30/2025 10/9/2025 10:52:19 AM Page 17 of 17
Fund Summary
Fund Fiscal Budget Beginning Balance Total Activity Ending Balance Budget Remaining % Remaining 001 - GeneralFund -394,703.00 310,201.85 367.98 310,569.83 -705,272.83 003 - Streets/Sidewal 116,945.00 -3,841.62 -6,280.97 -10,122.59 127,067.59 004 - CrestviewLgt/D 20,892.00 520.22 201.75 721.97 20,170.03 010 - SewerM&O -1,895,591.00 -25,812.36 206,113.61 180,301.25 -2,075,892.25 011 - SewerWWTP -7,000.00 -18,750.00 -20,495.12 -39,245.12 32,245.12 460.64% 012 - SewerLineRep. -7,000.00 0.00 0.00 0.00 -7,000.00 -100.00% 014 - SewerCapRes -11,000.00 0.00 0.00 0.00 -11,000.00 -100.00% 035 - TM-General 0.00 0.00 -7,289.60 -7,289.60 7,289.60 0.00% 042 - AB1600 63,671.00 0.00 -8,516.24 -8,516.24 72,187.24 059 - BuildingFacili 0.00 1,747.13 -1,747.13 0.00 0.00 0.00% 073 - ParkImpactFee 158,299.00 -112,500.00 -27,401.30 -139,901.30 298,200.30 080 - EffluentDisp. 1,732,615.00 146,334.40 228,904.83 375,239.23 1,357,375.77 78.34% Report Total: -222,872.00 297,899.62 363,857.81 661,757.43 -884,629.43 168
Section 10, Item D.

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Sutter Creek City CouncilOctober 20, 2025

Sutter Creek City Council
October 20, 2025