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Agenda packet

Bishop City Council
June 22, 2026

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Agenda packet
Meeting
June 22, 2026
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Bishop City Council
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19
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Text extracted from the city's file for reading and search. Open the original on d3n9y02raazwpg.cloudfront.net. That file is the official record.

CITY OF BISHOP

CITY COUNCIL MEETING AGENDA
City Council Chambers - 301 West Line Street - Bishop, California MONDAY, JUNE 22, 2026 - 6:00 PM

1. CALL TO ORDER - 6:00 p.m. Monday, June 22, 2026

2. MOMENT OF SILENCE
NOTICE TO THE PUBLIC: Please be advised this meeting is accessible to the public in person, on the City of Bishop website, or on the local government cable channel 12. In compliance with the Americans with Disabilities Act of 1990, if you need special assistance to participate in this meeting, please contact the City Clerk at 760-873-5863 Extension 124. Notification at least 48 hours prior to the meeting will enable the City to make reasonable arrangements to ensure accessibility to this meeting. [28 CFR

35.102.35.104 ADA Title II].

The public is encouraged to participate or observe this meeting by:

1. Attending this meeting in person at the City of Bishop City Council Chambers located at 301 West Line Street in Bishop, California.

2. Observing this meeting live from the City of Bishop website at:
https://www.cityofbishop.com/government/city_council/index.php

3. Observe this meeting live from the local government cable channel 12.

Public comments may be made:

1. In person: Members of the public desiring to speak on a matter appearing on the agenda should ask the Mayor for the opportunity to be heard when the item comes up for Council consideration (or complete a speaker card prior to the meeting). Comments for all agenda items are limited to a speaking time of three minutes unless modified by the Mayor.

2. In writing: Go to http://bishop-ca.granicus.com/ViewPublisher.php?view_id=8 to submit an "eComment" for the corresponding meeting. Please note that eComment submissions closes at 3:00 p.m. on the day of the meeting. You may also hand deliver public comments to the City drop/payment box located at the Church Street entrance to City Hall on or before the deadline noted above. All written public comments received prior to the above noted time will be distributed to the Council for their review and consideration prior to the meeting. All written public comments received after that time will be provided to the Council at the earliest possibility. Please note written public comments received will not be read aloud at the meeting.

Any writing that is a public record that relates to an agenda item for open session distributed less than 72 hours prior to the meeting will be available for public inspection at City Hall, 377 West Line Street, Bishop, California during normal business hours.

Government Code 54957.5(b)(1). Copies will also be provided at the appropriate meeting.
1 3. PLEDGE OF ALLEGIANCE - Mayor Muchovej will lead the pledge of allegiance.

4. ROLL CALL

5. PUBLIC COMMENT

6. PRESENTATIONS
A. PRESENTATION - Eastern Sierra Council of Governments Update - Presented by Eastern Sierra Council of Governments (ESCOG) Executive Director Elaine Kabala.

B. PRESENTATION - Eastern Sierra Regional Housing Study Housing Toolkit - Presented by BAE Urban Economics Principal Aaron Nousaine.

7. DEPARTMENT REPORTS

8. BISHOP AREA CHAMBER OF COMMERCE & INFORMATION CENTER UPDATE A. Bishop Area Chamber of Commerce and Information Center Update Report - June 22, 2026

9. CONSENT CALENDAR
A. April 2026 Budget Report
B. April 2026 Financial Reports
NOTICE TO THE PUBLIC: This time is set aside to receive public comment on matters not calendared on the agenda. When recognized by the Mayor, please state your name and address for the record and please limit your comments to three minutes. Under California law the City Council is prohibited from generally discussing or taking action on items not included in the agenda; however, the City Council will listen to all public comment but will not generally discuss the matter or take action on it.

ESCOG Presentation - June 22, 2026
Eastern Sierra Housing Toolkit Presentation
Updates on department activities will be given by the Department Heads and/or their staff.

A. Fire Department - Fire Chief Bret Russell
B. Police Department - Police Chief Nate Derr
C. Community Services Department - Community Services Manager Daniel McElroy D. Planning Department - Principal Planner Ana Budnyk
E. Administration - City Administrator Pam Foster
Prepared and presented by Bishop Area Chamber of Commerce and Information Center Executive Director Tawni Thomson.

BACCIC Report - June 22, 2026
Elevate Leadership Program Flyer 2026
NOTICE TO THE PUBLIC: All matters under the Consent Calendar are considered routine by the City and will be acted on by one motion.

Recommended Action: City Council to review and accept the April 2026 Budget Report.

April 2026 Budget Report
2 C. 2025-26 Fiscal Year End Budget Adjustment Proposal D. Approval of FY 2025-26 Interfund Transfer and Related Budget Adjustment E. Consideration and Approval of an Application to the Governor's Office of Business and Economic Development on Behalf of the City of Bishop Seeking Designation of Census Tract 06027000400 as an Opportunity Zone 2.0.

F. Planning Commission - Cancellation Notice
G. IT Services Agreement Extension Letter for July 1, 2026 - June 30, 2027 H. Approval of Letter of Support for Assembly Bill 1560 – Prohibiting Individuals with Public Corruption Charges from Lobbying
I. Approval of a letter of support for JMT Wilderness Conservancy Reds Meadow Valley Restoration Project Grant Application to the Wildlife Conservation Board

10. PUBLIC HEARING AND ACTION
Recommended Action: City Council to review and accept the April 2026 Financial Reports.

April 2026 Bank Reconciliation Report
April 2026 Combined Cash Report
April 2026 Investment Portfolio Report
April 2026 Warrant Register Report
Recommended Action: City Council to review and approve the 2025-26 Fiscal Year End Budget Adjustment Proposal.
2025-26 Fiscal Year End Budget Adjustment Proposal
Recommended Action: Approve the proposed interfund transfer and related budget adjustment.

Recommended Action: Authorize the City Administrator to submit an application to the Governor's Office of Business and Economic Development on behalf of the City of Bishop seeking designation of Census Tract 06027000400 as an Opportunity Zone 2.0. Applications are due July 25, 2026.

Planning Commission Meeting Cancellation Notice - 06 23 2026 Recommended Action: Council consideration to accept the Letter of Extension provided by Carmichael Business Technologies (CBT) to extend their IT services agreement with the City of Bishop for an additional one (1) year period from July 1, 2026 through June 30, 2027.

IT Support Services Agreement - Approved by City Council 06 26 2023 CBT IT Support Services Agreement Extension Letter 07 01 2026 - 06 30 2027 Recommended Action: Approve the of Letter of Support for Assembly Bill 1560 – Prohibiting Individuals with Public Corruption Charges from Lobbying and authorize the Mayor to sign.

Letter of Support - AB 1560
Recommended Action: Approve a letter of support JMT Wilderness Conservancy Reds Meadow Valley Restoration Project Grant Application to the Wildlife Conservation Board and authorize the Mayor to sign.

Letter of Support - Wildlife Conservation Board
3 A. Public Hearing and Resolution Amending the Permanent Local Housing Allocation (PLHA) Program Reuse Plan

11. NEW BUSINESS
A. Planning Commission - Screening Committee Recommended Appointment B. State of California Department of Transportation (Caltrans) Bishop Pavement Project Design Change
C. Discussion and Action Regarding the City's Automated License Plate Reader (ALPR) Program and Flock Safety System
D. Authorization to Advertise for Bids - Field 6 Rehabilitation Project E. Adoption of the Bishop City Park Master Plan

12. FUTURE AGENDA ITEMS
Recommended Action: Conduct a public hearing and adopt a resolution, by title only, amending the City's Permanent Local Housing Allocation (PLHA) Reuse Plan to add Activity (9) – Homeownership Opportunities, including but not limited to Down Payment Assistance Programs.

Resolution - Amending the PLHA Program Reuse Plan 2026 06 22 Recommended Action: Council consideration to appoint John Loomis to a four-year term ending March 25, 2030, on the Planning Commission.

Statement of Interest from John Loomis
Recommended Action: Council consideration to review and approve the proposed Bishop Pavement Project design change.

Caltrans Proposed Design Change - Curb Ramp 25 & 26
Recommended Action: Conduct a discussion regarding the City's Automated License Plate Reader (ALPR) Program and provide direction to staff to:

1. Continue utilizing the current Flock Safety ALPR system;

2. Direct staff to solicit proposals from alternative vendors for consideration;

3. Discontinue the use of ALPR technology within the City of Bishop.

Recommended Action: City Council to authorize the advertisement and solicitation for the Field 6 Rehabilitation Project and authorize the City Administrator to take actions to proceed with the bidding process.

Field 6 Site Map.pdf
Field 6 Plans
Field6_BICs_Bid
Field6_TechSpecs_Bid
Field 6 Bid Estimate
Recommended Action:

Adopt the Bishop City Park Master Plan as the City's guiding document for future park development, improvements, maintenance, and recreational facility planning.

Authorize staff to utilize the Master Plan in establishing future capital improvement priorities, grant applications, and funding strategies.

Bishop Parks Master Plan Final
Appendix A - Public Comments
Appendix B - Existing Facilities Summary
Appendix C - Preliminary Estimate
4 13. COUNCIL AND COMMITTEE REPORTS

14. ADJOURNMENT
Monday, July 13, 2026 at 6:00 p.m. Regular Meeting in the City Council Chambers 5 6
Agenda
• Review Approved Programs of Work
• Update on Current Community Economic Resiliency Projects – Sierra Jobs First
• Looking Ahead
• Comprehensive Economic Development Strategy
• Inyo Mono Broadband Coalition
• Proposition 4 Funding
7 8
9 Member Agency Approved Programs of Work:

1. Sustainable Recreation and Ecosystem
Management Program

2. Community Economic Resiliency Program

3. Inyo Mono Broadband Coalition
10 Sierra Jobs First Update
• Business Resource Center Catalyst Funding
• Chipmunk Canyon Existing Conditions Analysis
• Eastern Sierra Collaborative Initiative
11 12
Chipmunk Canyon Existing Conditions Analysis
Process and Outcomes
• Defining the project area
• Groundtruthing existing data
• Conducting use analysis and establishing
trail traffic data
• Trail counters
• User surveys and public input map
• Visitor origin analysis
• Use profile report
• Identifying funding and next steps
mechanisms
• Leadership committee
13 Chipmunk Canyon Existing Conditions Analysis
Surveys and Public Input Map
• Initial results (6/12)
• 290 - survey form submissions
• (281 unique respondents)
• 218 - map suggestions/comments (
• 70 unique participants)
Leadership Committee:
• BLM
• USFS
• LADWP
• Bishop Paiute Tribe
• ESCOG Subcommittee Representatives
• Bishop Area Bike Organization
• Report published in September 2026 14
15 EASTERN SIERRA AGRICULTURE ACTIVATION PLAN
Address challenges facing farmers and ranchers
Enhance economic opportunities
Support environmental stewardship
Strengthen local food systems & community resilience
GOALS:

The Eastern Sierra Agriculture Activation Plan will provide local government, agricultural producers, and project partners with an actionable plan including regionally informed strategies and resources.
16 EASTERN SIERRA AGRICULTURE ACTIVATION PLAN
Plan Deliverables: Strategies Across Six Areas
Strategic roadmap informed by extensive stakeholder engagement with producers, business owners and local residents Strategies prioritized for development and implementation by feasibility, impact, cost, and timeline. 01 LAND ACCESS
Addressing long-term stability through
lease amendments, land sharing, and
succession planning.
02 LAND MANAGEMENT
Focus on irrigation efficiency, fire
mitigation, and invasive weed
management supported by crosssector collaboration.
03 PRODUCT DIVERSIFICATION
Expanding local processing, storage,
and clarifying regulatory compliance.
04 SERVICE DIVERSIFICATION
Start-up guides and zoning
recommendations to support
agritourism.
05 MARKETS & MARKETING
Regional directories, tourist market
capture, business marketing education,
and local shelf space initiatives.
06 EDUCATION & WORKFORCE
Youth engagement pipeline, business
training, and community food
education.
17 Project Timeline: January- August 2026

COMPLETE

STAKEHOLDER

ENGAGEMENT
Interviews, Surveys, and
Shareback Session finished.

COMPLETE

STRATEGY

DEVELOPMENT
Priority establishment and
strategy drafting complete.

IN PROGRESS

PARTNER ENGAGEMENT
Actively engaging strategy
program partners.

NEXT STEPS

FINAL PLAN & DELIVERY
Tiered priorities finalization and
plan delivery.

Roadmap Milestones:
● January - April: Data collection and stakeholder interviews and surveys, stakeholder input synthesis, shareback session ● May - June: Tiered Strategy prioritization and formulation ● July - August: Partner engagement, Final strategy development, presentation, and plan hand-off

EASTERN SIERRA AGRICULTURE ACTIVATION PLAN
18 Looking Ahead
• Comprehensive Economic Development Strategy
• Economic Development District Designation Process
• Inyo Mono Broadband Coalition Funding Award
• Proposition 4 Sierra Nevada Conservancy Landscape Grant Invitation 19 EASTERN SIERRA

REGIONAL HOUSING TOOLKIT
Presentation to the Bishop City Council
June 22, 2026
bae
urban economics
20 Collective Housing Committee (CHC)
BAE Urban Economics
SMR Development
County of Mono Town of
Mammoth Lakes
County of Inyo City of Bishop
ESCOG
bae
Eastern Sierra Regional Housing Toolkit | City of Bishop City Council | June 2026 21 bae urban economics | 3
Regional Housing Needs | 2025
Households across the region exhibit significant unmet housing needs, defined to include households that overpay for housing, live in overcrowded or substandard conditions, unhoused persons, and households with workers who commute in but would prefer to live in the region if adequate housing options were available.

Totals by Sub Area
Resident Workforce HHs
Inyo County: 705
Bishop: 302
Mono County: 467
Mammoth Lakes: 765
In-Commuter HHs
Inyo County: 112
Bishop: 71
Mono County: 30
Mammoth Lakes: 80
Seasonal Worker HHs
Inyo County: 89
Bishop: 34
Mono County: 169
Mammoth Lakes: 314
Homeless
Inyo County: 25
Bishop: 55
Mono County: 33
Mammoth Lakes: 11
Total, All
Inyo County: 931
Bishop: 462
Mono County: 699
Mammoth Lakes: 1,170
Eastern Sierra Regional Housing Toolkit | City of Bishop City Council | June 2026 22 bae urban economics | 4
Housing Needs Bridge | City of Bishop
Households in the City of Bishop, and greater Bishop area, demonstrate unmet housing needs across a range of incomes, with rents being affordable at ~120% of AMI, and single-family ownership at ~200% of AMI Supply Additions/Programs
o Three proposed projects (~200 units),
each at a different stage of approvals
o Silver Peaks Apartments
(60 multifamily rental units; 16
ownership townhomes)
o Bishop Commons Apartments
(100 multifamily rental units)
Eastern Sierra Regional Housing Toolkit | City of Bishop City Council | June 2026 Note: Unmet housing needs can be met through not just new construction, but also renovation and affordability buydowns. 23 bae urban economics | 5
111
91 39
61 18
33 14
24 14 26
11 20
0 20
40 60
80 100
120
140
160
Studio 1 Bedroom 2 Bedroom 3 Bedroom
Up to 80% of AMI Between 80% and 120% of AMI Between 120% and 200% of AMI Housing Needs by Unit Size | City of Bishop
The largest concentrations of unmet housing needs are among households that may be best served by smaller studio and one-bedroom housing units, which are largely undersupplied in the region. 64 105
Eastern Sierra Regional Housing Toolkit | City of Bishop City Council | June 2026 150 143
24 bae urban economics | 6
Housing Elements
What it is?
State-mandated, legally binding component of each
jurisdiction’s General Plan. Independently certified by HCD.

Purpose
Identify sites and programs to meet each jurisdiction’s Regional Housing Needs Allocation (RHNA). Noncertification risks financial penalties loss of permitting authority.

Scope
Jurisdiction-specific. Each city/county manages its own process independently.

Current Cycle
City of Bishop: 6th Cycle, 2021–2029
Housing Element vs. Toolkit | How They Relate
The Toolkit is designed as a menu, not a mandate. It is designed to complement, not to replace, the housing goals, policies, and programs being implemented through state-certified General Plan Housing Elements.

Regional Toolkit
What it is?
A voluntary menu of program, policy, and funding options prepared by the CHC for its five member jurisdictions.

Purpose
Facilitate progress by sharing tools, administrative capacity, and funding leverage across the region. The housing need estimates are provided for informational purposes.

Scope
Designed for use by any/all CHC jurisdictions.

Implementation is voluntary. Opportunities for collaboration.

Key Distinction
A menu, not a mandate. Tools can be vetted, and adopted individually or regionally, based on capacity and priorities.

Eastern Sierra Regional Housing Toolkit | City of Bishop City Council | June 2026 25 bae urban economics | 7
Near-Term Tools
Implementation within 1-3 years
9 Tools
o Low-Income Housing Tax Credit
(LIHTC) Development
o Accessory Dwelling Units (ADUs)
o Mobile / Manufactured Home
Communities
o Occupancy & Local Employment
Deed Restrictions
o Downpayment Assistance & Shared
Equity Programs
o Safe Parking / Camping Sites
o Adaptive Reuse of Existing Structures
o Disaster Preparedness & Recovery
o Locally Controlled Funding Source(s)
Toolkit Content Overview | What’s included?
The Toolkit is organized into three tiers of housing tools, reflecting the CHC’s collective assessment of appetite, readiness, capacity (fiscal and human capital), and implementation timeline.

Longer-Term Tools
Implementation within 3-7+ years
5 Tools
o Expanded Housing Sites Inventory
o Public/Private Property Owner
Negotiations
o Infrastructure Planning & Investment
o Fee Waivers, Deferrals & Financial
Incentives
o Regional Housing Authority or
Finance Authority
Other Tools
Lower priority; may be of future interest
11 Tools
o Rent-to-Own Programs
o Rehabilitation & Energy Efficiency
o Mobile Home Park Preservation
o STR Regulation Enhancements
o Community Land Trust (CLT)
o Regional Community Foundation
o Employer-Assisted Housing
o Housing Cooperative
o Regional Transportation Strategies
o Coordinated Public Land Negotiations
o No Net Loss Policies
Eastern Sierra Regional Housing Toolkit | City of Bishop City Council | June 2026 26 Questions and
Discussion
Elaine Kabala, Eastern Sierra Council of Gov’ts
[email protected]
Sandra Moberly, Mono County
[email protected]
Nolan Bobroff, Town of Mammoth Lakes
[email protected]
Meaghan McCamman, Inyo County
[email protected]
Anastasiia Budnyk, City of Bishop
[email protected]
Shellan Rodriguez, SMR Development
[email protected]
Aaron Nousaine, BAE Urban Economics
[email protected]
escog.ca.gov/housing-needs
27 bae urban economics | 9
Need by Income Level
Below 80% AMI (Lower Income)
Most concentrated share of need in the greater Bishop
area; renters most cost-burdened
80–120% AMI (Moderate / Workforce)
Important affordability gaps among moderateincome households in the greater Bishop area Above 120% AMI (Upper Income)
Less acute in and around Bishop, where market-rate
housing is more attainable than elsewhere in region
Housing Needs at a Glance | Regional Overview
Structural Market Barriers
• High construction costs vs. achievable rents/prices
• Land scarcity — majority of land is federally
managed (BLM, USFS, NPS, LADWP)
• ~3,400 short-term rentals locking up housing stock
(mostly Mammoth Lakes and June Lake)
• Stock skewed toward large single-family homes;
much of the workforce needs studios & 1-BRs
• Diverse housing needs and resources
• Infrastructure capacity constraints
• Lack of adequate funding for housing programs
Eastern Sierra Regional Housing Toolkit | City of Bishop City Council | June 2026 3,262
Households with Unmet Housing Needs
9,500+
Vacant housing units region-wide
(~7,650 vacant second homes)
71%
Of employers say housing affects
recruiting and retention
28 bae urban economics | 10
Near-Term Tools | Implementable within 1-3 years
Eastern Sierra Regional Housing Toolkit | City of Bishop City Council | June 2026 Low-Income Housing Tax Credit (LIHTC)
Target: Up to 80% AMI • Timeline: Near-term for pipeline; mid-term for new projects City of Bishop: Existing status. Support applications through land dedications, fee waivers, and letters of support.

LIHTC is the primary federal financing tool for low-income affordable housing. Local governments play critical roles, such as contributing land, waiving/deferring fees, providing local loans/grants as leverageable gap funding.

Accessory Dwelling Units (ADUs)
Target: 60–120% AMI • Timeline: 6–18 months to launch a basic program City of Bishop: Existing status. Pre-approved plan library and a low-interest construction loan fund recommended.

ADUs leverage private land and capital with minimal subsidy. Key program elements: pre-approved plan library (shared regionally), fee waivers, owner outreach, revolving loan fund. Launch costs: $50k–$150k; revolving fund: $500k–$2M.

Occupancy & Local Employment Deed Restrictions
Target: Any income; resident/seasonal workforce • Timeline: 6–18 months for template & enabling ordinance City of Bishop: Not yet adopted. Mammoth Lakes offers an existing model; a regional template is available for Bishop to adapt.

Deed restrictions limiting occupancy to local workers preserve housing for the workforce without requiring large capital subsidies. Must be carefully designed to comply with fair housing law. One-time legal/consulting cost: $50k–$100k. 29 bae urban economics | 11
Near-Term Tools | Implementable within 1-3 years (cont.) Eastern Sierra Regional Housing Toolkit | City of Bishop City Council | June 2026 Adaptive Reuse of Existing Structures
Target: 60–120% AMI • Timeline: 12–36 months depending on project complexity City of Bishop: Existing status. Particularly applicable where developable land is limited.

Converts underutilized lodging and commercial buildings to residential use. Leverages Project Homekey and 4% LIHTC/tax-exempt bond financing. Requires zoning flexibility and streamlined entitlement.

Disaster Preparedness & Recovery
Target: All workforce households; manufactured home residents • Timeline: 6–24 months for planning & pre-positioning City of Bishop: Interested status. Wildfire and seismic hazard exposure makes pre-positioning important.

Integrates housing into emergency management. Pre-positions jurisdictions to access FEMA HMGP, HUD CDBG-DR, and other disaster recovery funding quickly with hazard data system, recovery plan, pre-approved replacement housing.

Locally Controlled Funding Source(s)
Target: Supports all other tools requiring capital • Timeline: Ballot measure timeline varies; 12–24 months typical City of Bishop: Not yet designated. TOT and sales tax measures are potential city-level mechanisms.

Local funding provides stable, flexible capital to leverage state/federal grants and to deploy on local terms. Options are TOT set-aside, parcel tax, sales tax, or charter city authority, among others. Require voter approval under Prop. 218. 30 bae urban economics | 12
Longer-Term Tools | Lower Priority or Longer Time Horizon Eastern Sierra Regional Housing Toolkit | City of Bishop City Council | June 2026 These five strategies are currently lower priority, or require more time, resources, or political groundwork. 1 Expanded Housing Sites Inventory Timeline: 3–5 yrs
Proactively identify and evaluate candidate sites beyond Housing Element minimums, including land banking and engagement with BLM, USFS, and LADWP on potential land exchanges. 2 Public/Private Property Owner Negotiations Timeline: 2–4 yrs Coordinate interagency strategy for negotiating access to federally managed and privately owned land for workforce housing. Requires sustained relationship-building with BLM, USFS, LADWP, and private landholders. 3 Infrastructure Planning & Investment Timeline: 3–7 yrs Identify infrastructure constraints (water, sewer, roads) limiting housing opportunity sites and coordinate multijurisdictional investment strategies. Key housing sites often require cross-boundary infrastructure solutions. 4 Fee Waivers, Deferrals & Financial Incentives Timeline: 3–12 months Adopt formal fee waiver/deferral ordinance for qualified affordable and workforce housing projects. Even deferrals (without waivers) significantly improve feasibility by reducing pre-development cash requirements. 5 Regional Housing Authority or Finance Authority Timeline: 3–5 yrs Establish a Joint Powers Authority (JPA) to consolidate housing program administration, expand bonding capacity, and provide a dedicated governance structure for regional housing investment. Requires all CHC members. 31 bae urban economics | 13
Other Potential Housing Tools
Eastern Sierra Regional Housing Toolkit | City of Bishop City Council | June 2026 These eleven tools were considered and recognized as legitimate and potentially effective, but did not align with expected appetite, readiness, capacity (fiscal and human capital), and implementation timelines. These tools may be pursued independently or may become higher priorities as market conditions change.

Tool / Program Summary
Inclusionary Housing & Commercial Linkage Fees Market-rate development provides affordable units or pays in-lieu fees.

Short-Term Rental (STR) Regulation Licensing caps, good neighbor requirements, and active enforcement.

Rent Incentive Programs (Lease-to-Locals) Pay owners to rent to local workers and/or lower rents; convert STRs and second homes.

Rent-to-Own Housing Programs Lease-purchase and shared-equity pathways to ownership (80–150% AMI).

Rehabilitation, Weatherization & Energy Efficiency Repair and efficiency upgrades that preserve existing naturally occurring affordable stock.

Mobile/Manufactured Home Park Preservation Closure ordinances, park expansions, and resident-ownership (ROC) conversions.

Rental Housing Inspection Programs Fee-funded inspections ensuring health and safety standards for rental units.

Community Land Trust (CLT) Nonprofit holds land for permanent affordability via ground lease; rental and ownership.

Community Foundation Endowment and charitable capital dedicated to workforce housing.

Housing Cooperative (Co-op) Resident-owned, limited-equity housing; another pathway to ownership.

Regional Transportation Strategies Transit and rideshare widen the effective workforce housing market. 32 bae urban economics | 14
Housing Tools Implementation Status (1 of 4)
Eastern Sierra Regional Housing Toolkit | City of Bishop City Council | June 2026 Status by jurisdiction across the full tool set. E = Existing I = Interested / Exploring Policy / Program Tool Inyo Bishop Mono Mammoth
Housing Supply Expansion
Housing Sites Inventory E E E E
Publicly Owned Sites for Development E E E E
Safe Parking / Camping Sites I I E
Temporary Reuse of Public Facilities I
Adaptive Reuse of Existing Structures I E I E
Low-Income Tax Credit Development I E E
Support Proposed Housing Projects E E E E
Infrastructure Enhancements I E I
Accessory Dwelling Unit Programs E E E E
Seasonal Workforce Housing I E
Mobile / Manufactured Home Communities E E E
33 bae urban economics | 15
Housing Tools Implementation Status (2 of 4)
Eastern Sierra Regional Housing Toolkit | City of Bishop City Council | June 2026 Status by jurisdiction across the full tool set. E = Existing I = Interested / Exploring Policy / Program Tool Inyo Bishop Mono Mammoth
Regulatory & Incentive Reform
By-Right Development and Project Streamlining E E E E
Non-Monetary Incentives for Desired Project Types E I E Flexible Development Standards for Innovation E E
Inclusionary Housing and Commercial Linkage Policies E E E Fee Waivers, Deferrals, and Other Financial Incentives E E E Utilization & Preservation
No Net Loss Policies E E
Occupancy / Employment Deed Restrictions I E E
Rental Housing Inspection Programs E I E
Employer Master Leasing Programs I I I
34 bae urban economics | 16
Housing Tools Implementation Status (3 of 4)
Eastern Sierra Regional Housing Toolkit | City of Bishop City Council | June 2026 Status by jurisdiction across the full tool set. E = Existing I = Interested / Exploring Policy / Program Tool Inyo Bishop Mono Mammoth
Utilization & Preservation (cont.)
Rent Incentive Programs (Lease-to-Locals; Rooted Renters) E Purchase and Deed Restriction Programs I I E
Downpayment Assistance and Shared Equity Programs I I I E Rent-to-Own Housing Programs I I
Rehabilitation, Weatherization, Energy Efficiency E I I Mobile/Manufactured Home Preservation E I E
Short-Term Rental (STR) Regulation E E E
Disaster Preparedness and Recovery I I I E
35 bae urban economics | 17
Housing Tools Implementation Status (4 of 4)
Eastern Sierra Regional Housing Toolkit | City of Bishop City Council | June 2026 Status by jurisdiction across the full tool set. E = Existing I = Interested / Exploring Policy / Program Tool Inyo Bishop Mono Mammoth
Funding & Financing Tools
Locally Controlled Funding Source(s) E E
State/Federal Grants/Loans E E E E
Support Pursuit of Tax Credits and Other Gap Funding E E E E Governance & Regional Coordination
Community Land Trust (CLT) I
Housing Cooperative (Co-op) I
Regional Housing Authority I I
Regional Housing Finance Authority I I
Regional Community Foundation I
Regional Transportation Strategies E I E
Coordinated Negotiation with Public Landowners E E I E
Coordinated Negotiation with Large Employers E
36 Bishop Area Chamber of Commerce & Information Center Report to Bishop City Council for Monday June 22, 2026
Information Center Update: Open since mid-May in new location at 218 South Main Street, Suite A. We are pleased with how the information center is set up. Exterior of building including signage still needs work.

Unfortunately, we were not approved for the T-Mobile Main Street America Grant to renovate the façade.

As anticipated, we are seeing far fewer guests each day in the new location. Since we have been open, we have recorded a 63% decrease in guest interactions. May 11 through June 16 in 2026, we assisted 724 individuals. In the same time period last year, we helped 1,940 people.

The information center is currently open Tuesday through Saturday 10am – 5pm.

We are working on a campaign to promote the new location that will include paid social and search ads as well as flyers at all our hotel partners.

Recent Projects & Events:
• 5/17-5/21: US Travel Association IPW Conference in partnership with High Sierra Visitors Council • 5/27: Networking Mixer at Inyo Council for the Arts
• 5/28: Lunch & Learn workshop about proposed Eastern Sierra Community Foundation • 6/7-6/13: CHSRA State Finals Rodeo Championship
• Redesign and reprint of Inyo-Mono Fishing Locations Map Upcoming Projects & Events:
• Co-sponsoring Elevate Leadership Program with Maitri Leadership and Eastern Sierra Business Resource Center (flyer attached)
• Update and reprint Bishop Visitor Guide Magazine
• Update and reprint Fall Colors Guide Map
• Familiarization tours for local front-line hospitality providers • 8/11: Networking Mixer at Alta One Federal Credit Union • 8/29-9/2: Fam Tours for French Tour Operators and Media Chamber Board Elections:

Election ballots were mailed to all chamber members and will be counted on 6/23. Election results will be announced at Chamber Board Meeting on 6/24/26. 2026-2027 Budget & Program of Work:
• Working now to develop budget and marketing programs for next fiscal year.

Lodging Metrics:
• May occupancy for Bishop hotels was 68.7%, flat year over year. • May ADR was $161 (7% higher than last year).
• June occupancy is tracking about 6% lower than last year. 37 Session Schedule:
9/22 from 8:30am-4:30pm
Deepen your Self-Awareness as a Leader
10/6 from 8:30am-12:30pm
Enhance Management Effectiveness with EQ and
Coaching
10/20 from 8:30am-12:30pm
Navigate Difficult Conversations with Confidence
11/3 from 8:30am-12:30pm
Motivate and Develop a High Performing Team
11/17 from 8:30am-12:30pm
Cultivate Resilience in You and Your Organization
12/1 from 8:30-1:00pm
Craft Your Long-term Vision and Strategy

ELEVATE LEADERSHIP DEVELOPMENT PROGRAM
Sponsored by:

Program is led by local Maitri Leadership facilitators
JaRae Birkeland and Jered Cherry and includes 1:1
coaching and two personal leadership assessments
Elevate your leadership. Hone your management skills. Grow your business. Shape the future of our community. Build lasting professional relationships.

Cost:
$650 (subsidized) for Bishop Chamber Members
$850 for non-Chamber Members
Join our 4 month leadership and management
program for local Eastern Sierra business leaders @
the Eastern Sierra Business Resource Center in
Bishop, CA
Spots are limited. Scholarships available.

Deadline to apply is August 15, 2026
Application Link:

For questions about the program please email [email protected] 38 APRIL 2026

BUDGET REPORT
1 39

TABLE OF CONTENTS
PAGES 3-4 GENERAL FUND REVENUE
PAGES 5-15 GENERAL FUND EXPENSES
PAGE 16 SEWER FUND REVENUE
PAGE 17 SEWER FUND EXPENSES
PAGE 18 GAS TAX FUND REVENUE
PAGE 19 GAS TAX FUND EXPENSES
PAGE 20 WATER FUND REVENUE
PAGE 21 WATER FUND EXPENSES
PAGE 22 MEASURE A FUND REVENUE
PAGE 23 MEASURE A FUND EXPENSES
PAGE 24 SUNRISE MHP REVENUE
PAGE 25 SUNRISE MHP EXPENSES
PAGE 26 STREETS & SIDEWALK IMP. REVENUE
PAGE 27 STREETS & SIDEWALK IMP. EXPENSES
PAGE 28 HEAVY EQUIPMENT REPLACEMENT FUND REVENUE
PAGE 29 PROPERTY/HOUSING DEVELOPMENT FUND REVENUE
PAGE 30 PROPERTY/HOUSING DEVELOPMENT FUND EXPENSES
PAGE 31 PLHA FUND REVENUE
PAGE 32 COPS FUND REVENUE
PAGE 33 COPS FUND EXPENSES
PAGE 34 E. LINE ST. BRIDGE REPLACEMENT FUND REVENUE
PAGE 35 E. LINE ST. BRIDGE REPLACEMENT FUND EXPENSES
PAGE 36 S. WARREN ST. IMPROVEMENT FUND REVENUE
PAGE 37 S. WARREN ST. IMPROVEMENT FUND EXPENSES
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APRIL 2026

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3 81
APRIL 2026

INVESTMENT PORTFOLIO
REPORT
1 82

INVESTMENT ACCOUNTS
LAIF
STATEMENT PERIOD: APRIL 2026
ENDING BALANCE: $933,454.47
AVERAGE MONTHLY YIELD (ACCRUED QUARTERLY): 3.811%

CALIFORNIA CLASS
STATEMENT PERIOD: APRIL 2026
ENDING BALANCE: $22,373,368.17
AVERAGE MONTHLY YIELD (ACCRUED MONTHLY): 3.692%

COMBINED CITY OF BISHOP INVESTMENTS
STATEMENT PERIOD: APRIL 2026
ENDING BALANCE: $23,306,822.64
AVERAGE MONTHLY YIELD: 3.697%
2 83
3 84
4 85
86 5
87 6
88 7
APRIL 2026

WARRANT REGISTER REPORT
1 89
TO: CITY COUNCIL/CITY ADMINISTRATOR
FROM: FINANCE DIRECTOR
DATE: JUNE 5, 2026
SUBJECT: APPROVAL OF WARRANT REGISTER FOR THE MONTH OF
APRIL 2026

COMMERCIAL WARRANTS
CHECK #14857,14917,15554-15760,
15787-15759
AMOUNT ISSUED: $560,462.90

MANUAL CHECKS & PAYROLL WARRANTS
AMOUNT ISSUED: $672,681.27
TOTAL AMOUNT ISSUED: $1,233,144.17
2 90


   



  



 

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Agenda Item: 9.C
Date of Meeting: June 22, 2026
Department: Finance
To: City Council
From: Ethan Aukee
Subject: 2025-26 Fiscal Year End Budget Adjustment Proposal Prepared On: June 16, 2026
Attachments: 2025-26 Fiscal Year End Budget Adjustment Proposal

STAFF REPORT
Background/History:

Annually, the City reviews its budget as the end of the fiscal year approaches to ensure that all spending is appropriated and all potential revenues are considered. Additionally, this review focuses on reallocating previously approved spending through the lens of effective use of approved funds in a timely manner that supports department goals and Council priorities.

Analysis/Discussion:

General Fund
General Fund revenue increases by $481,356.50, driven primarily by Transient Occupancy Tax performance exceeding expectations.

General Fund expenditure decreased by $149,022.15, driven primarily total capital outlay or project related outlay not fully actualized. Much of the adjustment within General Fund expenses focuses on accurately adjusting personnel costs and reallocating any balance as needed to support operations.

Sewer Fund
Sewer Fund revenue decreases by $476,394.28, driven primarily by a decrease in expected Intergovernmental Revenue. At the start of the fiscal year, the budget for this revenue segment included potential revenue earned prior to CIPP and BAWA Planning Grant being initiated. The decrease is subject to project/program timing, the City expects to earn the decreased amount of revenue in subsequent fiscal years.

Sewer Fund expenditure decreases by $538,919.42. This decrease primarily corresponds to the intergovernmental revenue decrease, as the spending associated with the intergovernmental revenue is subject to the same project/program timing parameters. The City expects to incur this capital outlay in subsequent fiscal years.

Gas Tax Fund
Gas Tax Fund revenue remains neutral.

Gas Tax Fund expenditure decreases by $4,999.73, driven primarily by a decrease in 96 operating expenses.

Water Fund
Water Fund revenue increases by $48,664.70, driven primarily by increases to collections and interest earned. Interest earned is higher than expected due to project timing associated with the W. Line St. Water Main Replacement Project. Water Fund expenditure decreases by $12,560.67, driven primarily by personnel costs totaling less than initially forecasted.

Local Transportation Fund
Local Transportation Fund revenue increases by $62,859.00, driven by RSTP revenue earned.

TUT Measure A Fund
TUT Measure A Fund revenue increases by $106,272.80, driven by revenue earned in the prior year being recognized in the current year. The revenue was not available or measurable at the end of the prior year, therefore, it's being recognized as earned in the current year.

TUT Measure A Fund expenditure remains neutral.

SMHP Fund
SMHP Fund revenue increases by $4,236.00, the adjustment is immaterial and no noteworthy points to highlight.

SMHP Fund expenditure decreases by $3,506.97. Operating expenses are increased to allow for unexpected professional service needs, and capital outlay is decreased based on timing associated with completing a concrete driveway project.

Street & Sidewalk Improvement Fund
Street & Sidewalk Improvement Fund revenue increases by $15,000 due to interest earnings exceeding initial expectations. The variance is due to project timing associated with the S. Warren St. Improvement Project.

Street & Sidewalk Improvement Fund expenditure decreases by $1,419,213.00. The budgeted transfer out is removed as the project timing of the S. Warren St. Improvement Project varied from May-June to early FY 2026-27.

Heavy Equipment Replacement Fund
Heavy Equipment Replacement Fund revenue remains neutral.

Property/Housing Development Fund
Property/Housing Development Fund revenue remains neutral.

Property/Housing Development Fund expenditure increases by $30,036.53. This adjustment increases the expenditure budget to incorporate the remaining cash within the fund. This adjustment is proposed to ensure that all potential expenditure within the fund is approved, as the expense timing is unclear with the City's accrual period approaching.

PLHA Fund
PLHA Fund revenue increases by $1,300.00 due to interest earnings exceeding initial forecasts.

COPS Fund
COPS Fund revenue increases by $29,200.00, due primarily to program revenue exceeding 97 initial forecasts.

COPS Fund expenditure increases by $17,597.30, due to increased operating expenses and decreased overtime wages.

STIP E. Line St. Bridge Replacement Fund
Revenue and expenditure within this fund remain neutral.

S. Warren St. Improvement Fund
S. Warren St. Improvement Fund revenue and expenditure both decrease by $2,419,213.00.

This is due to the project timing associated with the S. Warren St. Improvement Project. The City expects to earn the associated revenue and incur the associated capital outlay in FY 2026-27.

Impacts to Council Goals and Strategic Planning Priorities:

There are no impacts directly associated with the budget adjustment proposal, other than impacts associated with the project timing described earlier in this report.

Budget Impacts:

The budgetary impacts are outlined within the budget adjustment proposal and analysis section of this report.

Legal Review:

Legal review is not required for this item.

Recommended Action:

City Council to review and approve the 2025-26 Fiscal Year End Budget Adjustment Proposal.

Approved By: Ethan Aukee 6/16/2026
Approved By: Robin Picken 6/16/2026
Approved By: Pam Foster 6/16/2026
Approved By:
98 Account Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance General Fund Revenue001-000-31010 Property Taxes Secured 379,894.51$ 670,000.00$ 290,105.49$ 670,000.00$ -$ 001-000-31020 Property Taxes Unsecured 55,839.03$ 50,000.00$ (5,839.03)$ 55,839.03$ 5,839.03$ 001-000-31030 Property Taxes Prior Yr. 7,106.60$ 6,000.00$ (1,106.60)$ 7,106.60$ 1,106.60$ 001-000-31031 Property Taxes Unsecured PY 2,363.91$ -$ (2,363.91)$ 2,363.91$ 2,363.91$ 001-000-31050 Property Tax Homeowners 1,300.24$ 2,600.00$ 1,299.76$ 2,600.00$ -$ 001-000-31060 Property Tax Misc. -$ 10,000.00$ 10,000.00$ 10,000.00$ -$ 001-000-31065 VLF Swap/Property Tax In Lieu 226,417.45$ 386,000.00$ 159,582.55$ 452,000.00$ 66,000.00$ 001-000-31066 Vehicle License Fee In Excess 5,893.84$ 8,000.00$ 2,106.16$ 6,000.00$ (2,000.00)$ 001-000-31120 Sales Tax 3,232,586.84$ 5,150,000.00$ 1,917,413.16$ 5,150,000.00$ -$ 001-000-31126 DWP Water Agreement Payment 249,134.00$ 249,134.00$ -$ 249,134.00$ -$ 001-000-31128 Sales Tax 1/2% - Public Safety 7,771.01$ 15,000.00$ 7,228.99$ 10,000.00$ (5,000.00)$ 001-000-31130 Transient Occupancy Tax 3,215,085.86$ 3,550,000.00$ 334,914.14$ 3,800,000.00$ 250,000.00$ 001-000-31131 TOT Penalties 16,695.52$ 2,000.00$ (14,695.52)$ 16,695.52$ 14,695.52$ 001-000-31150 Real Property Transfer 5,465.10$ 6,000.00$ 534.90$ 6,000.00$ -$ 001-000-32010 Business Licenses 70,098.30$ 68,000.00$ (2,098.30)$ 68,000.00$ -$ 001-000-32015 Short-Term Rentals 4,820.00$ 6,000.00$ 1,180.00$ 4,820.00$ (1,180.00)$ 001-000-32030 Parking Permits 8,320.00$ 7,000.00$ (1,320.00)$ 8,320.00$ 1,320.00$ 001-000-32040 Use Permits 1,580.46$ 3,000.00$ 1,419.54$ 1,580.46$ (1,419.54)$ 001-000-32041 Environmental Application Fee -$ 500.00$ 500.00$ -$ (500.00)$ 001-000-32050 Building Permits 176,124.98$ 145,000.00$ (31,124.98)$ 176,124.98$ 31,124.98$ 001-000-32051 Planning Fee 1,200.34$ 3,100.00$ 1,899.66$ 1,200.34$ (1,899.66)$ 001-000-32080 Electrical Franchise 49,848.55$ 52,000.00$ 2,151.45$ 49,848.55$ (2,151.45)$ 001-000-32081 Cell Tower Franchise 41,570.97$ 45,420.00$ 3,849.03$ 45,420.00$ -$ 001-000-32082 Cannabis Development Fees 30,000.00$ 75,000.00$ 45,000.00$ 75,000.00$ -$ 001-000-32090 TV Franchise 9,341.57$ 8,400.00$ (941.57)$ 9,341.57$ 941.57$ 001-000-33010 Interest On Bank Deposits 426,179.08$ 480,000.00$ 53,820.92$ 500,000.00$ 20,000.00$ 001-000-33020 Rental Of Real Property 116,035.98$ 70,000.00$ (46,035.98)$ 70,000.00$ -$ 001-000-33021 Interest - GASB 87 -$ 42,000.00$ 42,000.00$ 42,000.00$ -$ 001-000-34040 Reimb. For Highway Sweeping 44,166.60$ 53,000.00$ 8,833.40$ 53,000.00$ -$ 001-000-34047 Reimbursement From BUSD 60,000.00$ 80,000.00$ 20,000.00$ 80,000.00$ -$ 001-000-34050 Misc. Rev. Capital Replacement 31,331.00$ 31,331.00$ -$ 31,331.00$ -$ 99 Account Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance 001-000-34083 Fire Inspection Fees 2,799.78$ 1,000.00$ (1,799.78)$ 1,300.00$ 300.00$ 001-000-34094 Local Response Standby -$ 1,000.00$ 1,000.00$ -$ (1,000.00)$ 001-000-34095 Strike Team/OES/Cal Fire 185,001.17$ 110,000.00$ (75,001.17)$ 185,001.17$ 75,001.17$ 001-000-34120 Peace Officer S&T 2,636.57$ 7,000.00$ 4,363.43$ 7,000.00$ -$ 001-000-34121 RAN Reimbursement 7,127.67$ 28,275.00$ 21,147.33$ 28,275.00$ -$ 001-000-34122 DVROS - State 7.28$ -$ (7.28)$ 7.28$ 7.28$ 001-000-34124 Budget Act 2013/Law Enf. 17.96$ 17.96$ -$ 17.96$ -$ 001-000-34125 Parking Citations 11,614.80$ 15,000.00$ 3,385.20$ 14,000.00$ (1,000.00)$ 001-000-34126 Tow Fees 3,280.00$ 3,300.00$ 20.00$ 3,300.00$ -$ 001-000-34135 Mandated Costs Reimbursement 1,512.00$ 23,900.00$ 22,388.00$ 23,900.00$ -$ 001-000-34141 PD Grants 53,223.13$ 49,629.00$ (3,594.13)$ 49,629.00$ -$ 001-000-34145 4850/Disability Pay Reimb. 17,701.29$ 9,415.47$ (8,285.82)$ 17,701.29$ 8,285.82$ 001-000-35020 Strong Motion Inst. Program 3,501.56$ 800.00$ (2,701.56)$ 3,501.56$ 2,701.56$ 001-000-35060 CBSC/Building Permit 641.04$ 200.00$ (441.04)$ 641.04$ 441.04$ 001-000-36010 Sale Of City Property 1.00$ 1.00$ -$ 1.00$ -$ 001-000-36030 Miscellaneous Revenue 9,979.06$ 11,100.00$ 1,120.94$ 11,100.00$ -$ 001-000-36031 Retiree Medical Copay 1,597.20$ 2,600.00$ 1,002.80$ 2,600.00$ -$ 001-000-36040 Fingerprinting & Reports 25,148.60$ 22,500.00$ (2,648.60)$ 25,148.60$ 2,648.60$ 001-000-36041 Subpoenas 60.00$ 30.00$ (30.00)$ 60.00$ 30.00$ 001-000-36042 AB109/Realignment 31,943.52$ 103,900.00$ 71,956.48$ 103,900.00$ -$ 001-000-36074 Summer Program Tuition 50,960.00$ 41,000.00$ (9,960.00)$ 50,960.00$ 9,960.00$ 001-000-36078 After School Program 72,685.00$ 80,000.00$ 7,315.00$ 75,000.00$ (5,000.00)$ 001-000-37010 Special Event Insurance 3,065.00$ 1,850.00$ (1,215.00)$ 3,065.00$ 1,215.00$ 001-000-39250 Softball 20,000.00$ 17,000.00$ (3,000.00)$ 20,000.00$ 3,000.00$ 001-000-39251 Soccer 4,800.00$ 4,800.00$ -$ 4,800.00$ -$ 001-000-39255 Volleyball 1,800.00$ 1,700.00$ (100.00)$ 1,800.00$ 100.00$ 001-000-39270 Aerobic, Dance, Zumba -$ 600.00$ 600.00$ 600.00$ -$ 001-000-39275 Facility Rental Fee 3,133.07$ 2,000.00$ (1,133.07)$ 3,133.07$ 1,133.07$ 001-000-39280 Youth Program 1,200.00$ 500.00$ (700.00)$ 1,200.00$ 700.00$ 001-000-39281 Gymnastics 20,380.00$ 28,000.00$ 7,620.00$ 22,000.00$ (6,000.00)$ 001-000-39290 Pool - Public Swim 25,241.00$ 26,000.00$ 759.00$ 26,000.00$ -$ 001-000-39291 Pool - Rentals 21,390.00$ 11,010.00$ (10,380.00)$ 21,390.00$ 10,380.00$ 001-000-39292 Pool - Swim Lessons 20,060.00$ 21,000.00$ 940.00$ 21,000.00$ -$ 001-000-39293 Pool - Concessions 3,068.75$ 3,580.00$ 511.25$ 3,580.00$ -$ 100
Account Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance 001-000-39294 Pool - Water Fitness 2,712.00$ 8,000.00$ 5,288.00$ 4,000.00$ (4,000.00)$ 001-000-39999 Revenue -Transfers In 700,000.00$ 700,000.00$ -$ 700,000.00$ -$ 001-000-40008 Urban Greening Grant -$ 108,000.00$ 108,000.00$ 111,212.00$ 3,212.00$ 9,784,460.19$ 12,719,193.43$ 2,934,733.24$ 13,200,549.93$ 481,356.50$ 101
City Council Expenditure
Account Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance001-010-51001 Full Time Salaries 29,736.71$ 33,500.00$ 3,763.29$ 33,500.00$ -$ 001-010-51006 Vision Insurance 490.92$ 600.00$ 109.08$ 490.92$ (109.08)$ 001-010-51007 Health Insurance 110,192.40$ 117,785.00$ 7,592.60$ 110,192.40$ (7,592.60)$ 001-010-51008 Dental Insurance 5,330.64$ 5,582.00$ 251.36$ 5,330.64$ (251.36)$ 001-010-51011 Medicare Tax 267.56$ 490.00$ 222.44$ 490.00$ -$ 001-010-51017 PARS-ARS 396.00$ 440.00$ 44.00$ 440.00$ -$ 001-010-51025 Retiree Health Insurance 12,502.00$ 20,000.00$ 7,498.00$ 14,600.00$ (5,400.00)$ 001-010-51043 Disability Insurance 633.00$ 660.00$ 27.00$ 700.00$ 40.00$ 001-010-52011 Advertising & Printing 956.47$ 1,000.00$ 43.53$ 1,200.00$ 200.00$ 001-010-52012 Office Supplies & Postage 117.92$ 400.00$ 282.08$ 500.00$ 100.00$ 001-010-52013 Communications 1,464.61$ 1,700.00$ 235.39$ 1,800.00$ 100.00$ 001-010-52014 Meetings & Travel 13,879.81$ 15,000.00$ 1,120.19$ 15,000.00$ -$ 001-010-52015 Professional Services 3,660.30$ 7,000.00$ 3,339.70$ 7,000.00$ -$ 001-010-52016 Insurance 392.50$ 750.00$ 357.50$ 750.00$ -$ 001-010-52018 Special Department Supplies 7,573.89$ 11,000.00$ 3,426.11$ 11,000.00$ -$ 001-010-52019 Misc. Dues & Subscriptions 3,745.00$ 3,800.00$ 55.00$ 4,200.00$ 400.00$ 001-010-52030 ESCOG 25,000.00$ 25,000.00$ -$ 25,000.00$ -$ 001-010-52045 IT 11,095.64$ 23,000.00$ 11,904.36$ 23,000.00$ -$ 001-010-55100 City Cost Plan (37,749.00)$ (37,749.00)$ -$ (37,749.00)$ -$ 189,686.37$ 229,958.00$ 40,271.63$ 217,444.96$ (12,513.04)$ 102
Administration
ExpenditureAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance001-011-51001 Full Time Salaries 427,299.41$ 447,126.39$ 19,826.98$ 470,000.00$ 22,873.61$ 001-011-51002 Part Time Salaries 20,588.32$ 43,400.00$ 22,811.68$ 30,000.00$ (13,400.00)$ 001-011-51004 Overtime Wages 364.49$ 600.00$ 235.51$ 600.00$ -$ 001-011-51006 Vision Insurance 574.46$ 659.00$ 84.54$ 574.46$ (84.54)$ 001-011-51007 Health Insurance 28,998.00$ 29,847.84$ 849.84$ 28,998.00$ (849.84)$ 001-011-51008 Dental Insurance 6,369.34$ 6,600.00$ 230.66$ 6,369.34$ (230.66)$ 001-011-51010 Worker's Compensation 7,846.42$ 7,846.42$ -$ 7,846.42$ -$ 001-011-51011 Medicare Tax 6,620.70$ 7,300.00$ 679.30$ 7,300.00$ -$ 001-011-51013 Holiday Payout 10,173.69$ 10,173.69$ -$ 10,173.69$ -$ 001-011-51016 Car Allowance 4,050.00$ 5,000.00$ 950.00$ 4,750.00$ (250.00)$ 001-011-51017 PARS-ARS 267.65$ 590.00$ 322.35$ 590.00$ -$ 001-011-51022 PARS System 8,814.96$ 12,000.00$ 3,185.04$ 8,814.96$ (3,185.04)$ 001-011-51024 Deferred Compensation 11,434.13$ 13,520.00$ 2,085.87$ 13,520.00$ -$ 001-011-51025 Retiree Health Insurance 50,823.39$ 60,030.00$ 9,206.61$ 57,000.00$ (3,030.00)$ 001-011-51027 PERS EE/ER 48,657.09$ 57,000.00$ 8,342.91$ 57,000.00$ -$ 103
Account Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance 001-011-51029 PERS LS UAL 199,338.28$ 199,338.28$ -$ 199,338.28$ -$ 001-011-51042 Unemployment Insurance -$ 1,500.00$ 1,500.00$ 1,500.00$ -$ 001-011-51043 Disability & Life Insurance 2,126.45$ 2,200.00$ 73.55$ 2,200.00$ -$ 001-011-51046 OPEB 42,481.93$ 48,150.00$ 5,668.07$ 48,150.00$ -$ 001-011-52008 Administration Fees 18,814.66$ 26,000.00$ 7,185.34$ 26,000.00$ -$ 001-011-52009 Training 1,781.79$ 4,000.00$ 2,218.21$ 4,000.00$ -$ 001-011-52011 Advertising & Printing 654.38$ 1,000.00$ 345.62$ 1,000.00$ -$ 001-011-52012 Office Supplies & Postage 20,913.27$ 22,000.00$ 1,086.73$ 25,000.00$ 3,000.00$ 001-011-52013 Communications 2,275.46$ 2,900.00$ 624.54$ 2,900.00$ -$ 001-011-52014 Meetings & Travel 9,585.86$ 10,500.00$ 914.14$ 10,500.00$ -$ 001-011-52015 Professional Services 146,953.57$ 240,700.00$ 93,746.43$ 240,700.00$ -$ 001-011-52018 Special Department Supplies 7,337.64$ 8,400.00$ 1,062.36$ 9,000.00$ 600.00$ 001-011-52019 Misc. Dues & Subscriptions 1,810.34$ 2,000.00$ 189.66$ 2,300.00$ 300.00$ 001-011-52045 IT 17,355.30$ 18,000.00$ 644.70$ 20,000.00$ 2,000.00$ 001-011-52126 Senior W/S Program Discount -$ 8,500.00$ 8,500.00$ 8,500.00$ -$ 001-011-53020 Vehicle Operation 543.32$ 777.88$ 234.56$ 800.00$ 22.12$ 001-011-55099 Contingency 33,000.00$ 33,000.00$ -$ 33,000.00$ -$ 001-011-55100 City Cost Plan (165,532.00)$ (165,532.00)$ -$ (165,532.00)$ -$ 972,322.30$ 1,165,127.50$ 192,805.20$ 1,172,893.15$ 7,765.65$ 104
Finance Expenditure
Account Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance001-012-51001 Full Time Salaries 143,597.48$ 160,000.00$ 16,402.52$ 162,000.00$ 2,000.00$ 001-012-51004 Overtime Wages 364.46$ 500.00$ 135.54$ 500.00$ -$ 001-012-51006 Vision Insurance 257.76$ 283.00$ 25.24$ 257.76$ (25.24)$ 001-012-51007 Health Insurance 33,927.66$ 34,920.85$ 993.19$ 33,927.66$ (993.19)$ 001-012-51008 Dental Insurance 2,994.12$ 3,000.00$ 5.88$ 2,994.12$ (5.88)$ 001-012-51010 Worker's Compensation 3,321.65$ 3,321.65$ -$ 3,321.65$ -$ 001-012-51011 Medicare Tax 2,032.50$ 2,410.00$ 377.50$ 2,410.00$ -$ 001-012-51025 Retiree Health Insurance 6,152.13$ 7,314.00$ 1,161.87$ 6,800.00$ (514.00)$ 001-012-51027 PERS EE/ER 11,740.12$ 13,100.00$ 1,359.88$ 13,100.00$ -$ 001-012-51029 PERS LS UAL 290.84$ 290.84$ -$ 290.84$ -$ 001-012-51043 Disability & Life Insurance 829.31$ 835.75$ 6.44$ 829.31$ (6.44)$ 001-012-51046 OPEB 14,704.19$ 16,400.00$ 1,695.81$ 17,000.00$ 600.00$ 001-012-52007 Bank Fees 20,128.41$ 26,200.00$ 6,071.59$ 27,000.00$ 800.00$ 001-012-52011 Advertising & Printing -$ 200.00$ 200.00$ -$ (200.00)$ 001-012-52012 Office Supplies & Postage 4,961.33$ 5,000.00$ 38.67$ 5,600.00$ 600.00$ 001-012-52014 Meetings & Travel -$ 1,000.00$ 1,000.00$ -$ (1,000.00)$ 001-012-52015 Professional Services 62,338.49$ 64,000.00$ 1,661.51$ 65,500.00$ 1,500.00$ 001-012-52018 Special Department Supplies 4,016.59$ 4,000.00$ (16.59)$ 4,500.00$ 500.00$ 001-012-52019 Misc. Dues & Subscriptions 248.93$ 500.00$ 251.07$ 500.00$ -$ 001-012-52045 IT 28,819.45$ 31,000.00$ 2,180.55$ 31,000.00$ -$ 001-012-55100 City Cost Plan (50,167.00)$ (50,167.00)$ -$ (50,167.00)$ -$ 290,558.42$ 324,109.09$ 33,550.67$ 327,364.34$ 3,255.25$ Treasurer ExpenditureAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance001-013-51001 Full Time Salaries 1,345.04$ 1,900.00$ 554.96$ 1,900.00$ -$ 001-013-51011 Medicare Tax 19.43$ 28.00$ 8.57$ 28.00$ -$ 001-013-51017 PARS-ARS 18.00$ 25.00$ 7.00$ 25.00$ -$ 001-013-52045 IT -$ 30.00$ 30.00$ 30.00$ -$ 1,382.47$ 1,983.00$ 600.53$ 1,983.00$ -$
105
Legal Expenditure
Account Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance001-014-52015 Professional Services 140,525.07$ 180,000.00$ 39,474.93$ 180,000.00$ -$ 001-014-55040 Litigation Services 19,688.35$ 20,000.00$ 311.65$ 20,000.00$ -$ 001-014-55100 City Cost Plan (24,252.00)$ (24,252.00)$ -$ (24,252.00)$ -$ 135,961.42$ 175,748.00$ 39,786.58$ 175,748.00$ -$
Insurance ExpenditureAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance001-015-52016 Insurance 416,833.00$ 427,300.00$ 10,467.00$ 422,300.00$ (5,000.00)$ 001-015-55100 City Cost Plan (59,216.00)$ (59,216.00)$ -$ (59,216.00)$ -$ 357,617.00$ 368,084.00$ 10,467.00$ 363,084.00$ (5,000.00)$ Buildings & Grounds ExpenditureAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance001-016-51002 Part Time Salaries 64,009.49$ 69,290.00$ 5,280.51$ 71,000.00$ 1,710.00$ 001-016-51011 Medicare Tax 928.19$ 1,006.00$ 77.81$ 1,030.00$ 24.00$ 001-016-51017 PARS-ARS 832.21$ 901.00$ 68.79$ 940.00$ 39.00$ 001-016-51029 PERS LS UAL 1,191.94$ 1,191.94$ -$ 1,191.94$ -$ 001-016-52010 Utilities 47,095.67$ 60,000.00$ 12,904.33$ 58,000.00$ (2,000.00)$ 001-016-52011 Advertising & Printing -$ 200.00$ 200.00$ 200.00$ -$ 001-016-52013 Communications 5,828.65$ 5,800.00$ (28.65)$ 7,000.00$ 1,200.00$ 001-016-52015 Professional Services 9,937.43$ 10,000.00$ 62.57$ 12,000.00$ 2,000.00$ 001-016-52017 Waste Fees 2,392.85$ 4,200.00$ 1,807.15$ 3,000.00$ (1,200.00)$ 001-016-52018 Special Department Supplies 4,347.34$ 7,000.00$ 2,652.66$ 6,000.00$ (1,000.00)$ 001-016-52045 IT 1,473.53$ 2,400.00$ 926.47$ 2,200.00$ (200.00)$ 001-016-53020 Vehicle Operation 1,860.38$ 4,000.00$ 2,139.62$ 3,000.00$ (1,000.00)$ 001-016-54023 Building Operation 9,648.17$ 10,000.00$ 351.83$ 13,000.00$ 3,000.00$ 001-016-56029 Capital Equipment Replacement 11,538.22$ 23,600.00$ 12,061.78$ 23,600.00$ -$ 001-016-57000 Lease Principal 6,285.00$ 7,548.00$ 1,263.00$ 7,548.00$ -$ 167,369.07$ 207,136.94$ 39,767.87$ 209,709.94$ 2,573.00$ IT ExpenditureAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance001-017-52015 Professional Services 66,793.76$ 69,640.00$ 2,846.24$ 69,640.00$ -$ 001-017-55100 City Cost Plan (9,651.00)$ (9,651.00)$ -$ (9,651.00)$ -$ 57,142.76$ 59,989.00$ 2,846.24$ 59,989.00$ -$
106
Community Promotions
ExpenditureAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance001-019-52130 Economic Development 67,500.00$ 110,000.00$ 42,500.00$ 110,000.00$ -$ 001-019-52131 Community Support 62,866.23$ 116,253.00$ 53,386.77$ 116,253.00$ -$ 130,366.23$ 226,253.00$ 95,886.77$ 226,253.00$ -$
Police Department ExpenditureAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance001-020-51001 Full Time Salaries 1,769,366.96$ 2,015,963.12$ 246,596.16$ 1,990,963.12$ (25,000.00)$ 001-020-51002 Part Time Salaries 4,835.53$ 45,200.00$ 40,364.47$ 10,000.00$ (35,200.00)$ 001-020-51003 Part Time Reserves 88.00$ 5,000.00$ 4,912.00$ 2,500.00$ (2,500.00)$ 001-020-51004 Overtime Wages 191,168.18$ 162,000.00$ (29,168.18)$ 162,000.00$ -$ 001-020-51005 Watch Command Salaries 2,226.48$ 3,792.50$ 1,566.02$ 3,792.50$ -$ 001-020-51006 Vision Insurance 2,935.58$ 3,284.00$ 348.42$ 2,935.58$ (348.42)$ 001-020-51007 Health Insurance 559,374.09$ 549,500.00$ (9,874.09)$ 559,374.09$ 9,874.09$ 001-020-51008 Dental Insurance 31,338.24$ 32,700.00$ 1,361.76$ 31,338.24$ (1,361.76)$ 001-020-51010 Worker's Compensation 168,854.78$ 168,854.78$ -$ 168,854.78$ -$ 001-020-51011 Medicare Tax 28,348.03$ 32,536.73$ 4,188.70$ 32,536.73$ -$ 001-020-51013 Holiday Payout 11,957.12$ 11,957.12$ -$ 11,957.12$ -$ 001-020-51014 Field Training 1,400.00$ 2,400.00$ 1,000.00$ 2,400.00$ -$ 001-020-51015 Shift Differential Pay 31,185.47$ 34,800.00$ 3,614.53$ 34,800.00$ -$ 001-020-51017 PARS-ARS 173.96$ 677.70$ 503.74$ 300.00$ (377.70)$ 001-020-51024 Deferred Compensation 5,154.75$ 7,558.40$ 2,403.65$ 6,700.00$ (858.40)$ 001-020-51025 Retiree Health Insurance 367,124.59$ 415,000.00$ 47,875.41$ 406,000.00$ (9,000.00)$ 001-020-51027 PERS EE/ER 399,074.03$ 460,000.00$ 60,925.97$ 455,000.00$ (5,000.00)$ 001-020-51029 PERS LS UAL 785,273.34$ 785,273.34$ -$ 785,273.34$ -$ 001-020-51043 Disability & Life Insurance 11,256.96$ 12,000.00$ 743.04$ 12,000.00$ -$ 001-020-51046 OPEB 176,196.96$ 202,000.00$ 25,803.04$ 202,000.00$ -$ 001-020-52006 Recruitment 7,000.00$ 7,000.00$ -$ 7,000.00$ -$ 001-020-52009 Training 16,975.74$ 20,000.00$ 3,024.26$ 20,000.00$ -$ 001-020-52010 Utilities 12,474.89$ 19,000.00$ 6,525.11$ 19,000.00$ -$ 001-020-52011 Outreach 7,000.00$ 7,000.00$ -$ 7,000.00$ -$ 001-020-52012 Office Supplies & Postage 1,293.76$ 3,000.00$ 1,706.24$ 2,500.00$ (500.00)$ 107
Account Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance 001-020-52013 Communications 42,565.83$ 42,400.00$ (165.83)$ 44,900.00$ 2,500.00$ 001-020-52014 Meetings & Travel 25,334.47$ 20,000.00$ (5,334.47)$ 27,000.00$ 7,000.00$ 001-020-52015 Professional Services 18,675.65$ 18,000.00$ (675.65)$ 20,000.00$ 2,000.00$ 001-020-52017 Waste Fees -$ 350.00$ 350.00$ 350.00$ -$ 001-020-52018 Special Department Supplies 29,116.40$ 29,000.00$ (116.40)$ 34,000.00$ 5,000.00$ 001-020-52019 Misc. Dues & Subscriptions 4,031.89$ 3,800.00$ (231.89)$ 5,000.00$ 1,200.00$ 001-020-52021 Fingerprint Fees 12,323.00$ 13,000.00$ 677.00$ 14,500.00$ 1,500.00$ 001-020-52024 Property Taxes -$ 20.00$ 20.00$ 20.00$ -$ 001-020-52045 IT 30,088.29$ 29,000.00$ (1,088.29)$ 34,000.00$ 5,000.00$ 001-020-53020 Vehicle Operation 44,950.00$ 45,000.00$ 50.00$ 48,000.00$ 3,000.00$ 001-020-54023 Building Operation 4,655.81$ 6,000.00$ 1,344.19$ 6,000.00$ -$ 001-020-54024 AB 109/Realignment Expense 31,498.14$ 103,900.00$ 72,401.86$ 103,900.00$ -$ 001-020-54025 Ran Reimbursement 18,307.14$ 28,275.00$ 9,967.86$ 28,275.00$ -$ 001-020-56028 Capital Equipment 114,649.42$ 120,000.00$ 5,350.58$ 120,000.00$ -$ 001-020-56030 Loan Payment 22,144.29$ 23,000.00$ 855.71$ 23,000.00$ -$ 001-020-57000 Lease Principal 26,459.80$ 31,800.00$ 5,340.20$ 31,800.00$ -$ 5,016,877.57$ 5,520,042.69$ 503,165.12$ 5,476,970.50$ (43,072.19)$ 108
Fire Department
ExpenditureAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance001-021-51001 Full Time Salaries 153,362.27$ 175,000.00$ 21,637.73$ 175,000.00$ -$ 001-021-51002 Part Time Salaries 3,105.12$ 9,342.50$ 6,237.38$ 6,000.00$ (3,342.50)$ 001-021-51003 Strike Team Pay 85,667.03$ 100,000.00$ 14,332.97$ 100,000.00$ -$ 001-021-51004 Overtime Wages 6,186.68$ 7,000.00$ 813.32$ 7,000.00$ -$ 001-021-51006 Vision Insurance 259.94$ 344.00$ 84.06$ 259.94$ (84.06)$ 001-021-51007 Health Insurance 50,335.79$ 56,000.00$ 5,664.21$ 50,335.79$ (5,664.21)$ 001-021-51008 Dental Insurance 2,868.28$ 3,658.00$ 789.72$ 2,868.28$ (789.72)$ 001-021-51009 City Fire Callouts 31,213.79$ 45,398.00$ 14,184.21$ 45,398.00$ -$ 001-021-51010 Worker's Compensation 14,489.71$ 14,489.71$ -$ 14,489.71$ -$ 001-021-51011 Medicare Tax 4,186.14$ 5,171.14$ 985.00$ 5,171.14$ -$ 001-021-51017 PARS-ARS 1,152.00$ 2,151.12$ 999.12$ 2,151.12$ -$ 001-021-51018 Duty Time 5,144.06$ 3,400.00$ (1,744.06)$ 7,000.00$ 3,600.00$ 001-021-51024 Deferred Compensation 39.79$ 1,000.00$ 960.21$ 200.00$ (800.00)$ 001-021-51025 Retiree Health Insurance 10,934.54$ 12,000.00$ 1,065.46$ 12,000.00$ -$ 001-021-51027 PERS EE/ER 22,528.27$ 26,000.00$ 3,471.73$ 26,000.00$ -$ 001-021-51029 PERS LS UAL 6,302.62$ 6,302.62$ -$ 6,302.62$ -$ 001-021-51041 Fireman's Life Insurance 4,096.04$ 4,600.00$ 503.96$ 5,200.00$ 600.00$ 001-021-51042 Unemployment Insurance -$ 500.00$ 500.00$ 500.00$ -$ 001-021-51043 Disability & Life Insurance 909.16$ 1,150.00$ 240.84$ 1,150.00$ -$ 001-021-51046 OPEB 14,414.71$ 17,400.00$ 2,985.29$ 17,400.00$ -$ 109
Account Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance 001-021-52006 Recruitment -$ 1,500.00$ 1,500.00$ -$ (1,500.00)$ 001-021-52009 Training 12,688.94$ 15,000.00$ 2,311.06$ 15,000.00$ -$ 001-021-52010 Utilities 15,668.62$ 16,000.00$ 331.38$ 19,500.00$ 3,500.00$ 001-021-52011 Advertising & Printing 41.60$ 1,200.00$ 1,158.40$ 500.00$ (700.00)$ 001-021-52012 Office Supplies & Postage 97.52$ 600.00$ 502.48$ 600.00$ -$ 001-021-52013 Communications 10,760.91$ 12,000.00$ 1,239.09$ 13,000.00$ 1,000.00$ 001-021-52014 Meetings & Travel 6,196.36$ 7,000.00$ 803.64$ 7,000.00$ -$ 001-021-52015 Professional Services 26,648.53$ 42,500.00$ 15,851.47$ 42,500.00$ -$ 001-021-52017 Waste Fees 1,987.69$ 2,500.00$ 512.31$ 2,500.00$ -$ 001-021-52018 Special Department Supplies 67,622.43$ 88,175.00$ 20,552.57$ 88,175.00$ -$ 001-021-52019 Misc. Dues & Subscriptions 355.93$ 1,500.00$ 1,144.07$ 1,500.00$ -$ 001-021-52045 IT 4,869.70$ 8,000.00$ 3,130.30$ 8,000.00$ -$ 001-021-53020 Vehicle Operation 22,674.78$ 30,000.00$ 7,325.22$ 30,000.00$ -$ 001-021-53022 Office Equipment Operation 363.73$ 1,000.00$ 636.27$ 1,000.00$ -$ 001-021-54023 Building Operation 582.02$ 2,500.00$ 1,917.98$ 2,500.00$ -$ 001-021-55024 Rentals 1,734.35$ 2,000.00$ 265.65$ 2,000.00$ -$ 001-021-55101 Refunds -$ 200.00$ 200.00$ 200.00$ -$ 001-021-56028 Capital Equipment 385,551.27$ 385,552.00$ 0.73$ 385,552.00$ -$ 975,040.32$ 1,108,134.09$ 133,093.77$ 1,103,953.60$ (4,180.49)$ 110
Building Expenditure
Account Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance001-022-51001 Full Time Salaries 29,162.35$ 40,000.00$ 10,837.65$ 36,000.00$ (4,000.00)$ 001-022-51006 Vision Insurance 43.09$ 60.00$ 16.91$ 43.09$ (16.91)$ 001-022-51007 Health Insurance 465.74$ 500.00$ 34.26$ 465.74$ (34.26)$ 001-022-51008 Dental Insurance 438.81$ 550.00$ 111.19$ 438.81$ (111.19)$ 001-022-51010 Worker's Compensation 983.42$ 983.42$ -$ 983.42$ -$ 001-022-51011 Medicare Tax 422.62$ 600.00$ 177.38$ 600.00$ -$ 001-022-51022 PARS System 53.63$ 53.63$ -$ 53.63$ -$ 001-022-51024 Deferred Compensation 1,392.83$ 1,820.00$ 427.17$ 1,820.00$ -$ 001-022-51025 Retiree Health Insurance 12,304.26$ 14,000.00$ 1,695.74$ 14,000.00$ -$ 001-022-51027 PERS EE/ER 2,227.73$ 3,500.00$ 1,272.27$ 3,000.00$ (500.00)$ 001-022-51043 Disability & Life Insurance 136.26$ 160.00$ 23.74$ 160.00$ -$ 001-022-51046 OPEB 2,770.27$ 3,700.00$ 929.73$ 3,400.00$ (300.00)$ 001-022-52012 Office Supplies & Postage 252.34$ 500.00$ 247.66$ 500.00$ -$ 001-022-52013 Communications 437.55$ 600.00$ 162.45$ 600.00$ -$ 001-022-52014 Meetings & Travel -$ 5,000.00$ 5,000.00$ -$ (5,000.00)$ 001-022-52015 Professional Services 70,704.66$ 105,000.00$ 34,295.34$ 105,000.00$ -$ 001-022-52018 Special Department Supplies 2,522.95$ 13,500.00$ 10,977.05$ 5,000.00$ (8,500.00)$ 001-022-52019 Misc. Dues & Subscriptions 7,580.13$ 16,260.00$ 8,679.87$ 16,260.00$ -$ 001-022-52045 IT 216.80$ 900.00$ 683.20$ 900.00$ -$ 001-022-53020 Vehicle Operation -$ 500.00$ 500.00$ 500.00$ -$ 132,115.44$ 208,187.05$ 76,071.61$ 189,724.69$ (18,462.36)$ 111
Streets Maintenance
ExpenditureAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance001-023-51001 Full Time Salaries 177,863.22$ 205,105.37$ 27,242.15$ 205,105.37$ -$ 001-023-51002 Part Time Salaries 1,902.65$ 5,000.00$ 3,097.35$ 3,000.00$ (2,000.00)$ 001-023-51004 Overtime Wages 3,455.71$ 4,600.00$ 1,144.29$ 4,600.00$ -$ 001-023-51006 Vision Insurance 309.82$ 366.00$ 56.18$ 309.82$ (56.18)$ 001-023-51007 Health Insurance 48,983.89$ 53,000.00$ 4,016.11$ 48,983.89$ (4,016.11)$ 001-023-51008 Dental Insurance 3,620.85$ 3,844.00$ 223.15$ 3,620.85$ (223.15)$ 001-023-51010 Worker's Compensation 4,582.31$ 4,582.31$ -$ 4,582.31$ -$ 001-023-51011 Medicare Tax 2,654.84$ 3,310.58$ 655.74$ 3,310.58$ -$ 001-023-51017 PARS-ARS 71.02$ 102.00$ 30.98$ 102.00$ -$ 001-023-51018 Duty Time 5,395.47$ 6,000.00$ 604.53$ 6,500.00$ 500.00$ 001-023-51022 PARS System 16,567.30$ 19,000.00$ 2,432.70$ 19,000.00$ -$ 001-023-51024 Deferred Compensation 4,616.22$ 5,500.00$ 883.78$ 5,500.00$ -$ 001-023-51025 Retiree Health Insurance 41,564.34$ 47,800.00$ 6,235.66$ 46,000.00$ (1,800.00)$ 001-023-51027 PERS EE/ER 24,132.36$ 27,900.00$ 3,767.64$ 27,500.00$ (400.00)$ 001-023-51029 PERS LS UAL 6,206.69$ 6,206.69$ -$ -$ (6,206.69)$ 001-023-51043 Disability & Life Insurance 1,086.68$ 1,145.00$ 58.32$ 1,145.00$ -$ 001-023-51046 OPEB 17,644.74$ 20,000.00$ 2,355.26$ 20,000.00$ -$ 112
Account Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance 001-023-52010 Utilities 56,418.09$ 65,000.00$ 8,581.91$ 63,000.00$ (2,000.00)$ 001-023-52012 Office Supplies & Postage 174.97$ 1,200.00$ 1,025.03$ 1,200.00$ -$ 001-023-52013 Communications 1,831.31$ 2,000.00$ 168.69$ 2,300.00$ 300.00$ 001-023-52014 Meetings & Travel 541.48$ 3,000.00$ 2,458.52$ 3,000.00$ -$ 001-023-52015 Professional Services 923.62$ 5,400.00$ 4,476.38$ 5,400.00$ -$ 001-023-52017 Waste Fees 3,673.76$ 4,500.00$ 826.24$ 4,500.00$ -$ 001-023-52018 Special Department Supplies 19,566.74$ 53,500.00$ 33,933.26$ 42,000.00$ (11,500.00)$ 001-023-52019 Misc. Dues & Subscriptions 902.35$ 1,900.00$ 997.65$ 1,900.00$ -$ 001-023-52024 Property Taxes -$ 300.00$ 300.00$ -$ (300.00)$ 001-023-52045 IT 1,728.21$ 5,200.00$ 3,471.79$ 3,500.00$ (1,700.00)$ 001-023-53020 Vehicle Operation 16,930.95$ 23,000.00$ 6,069.05$ 23,000.00$ -$ 001-023-55024 Lease Profit And Loss 74,298.45$ 68,000.00$ (6,298.45)$ 75,000.00$ 7,000.00$ 001-023-56028 Capital Equipment 33,845.03$ 34,254.74$ 409.71$ 33,845.03$ (409.71)$ 001-023-56031 Capital Improvement Program 350,000.00$ 350,000.00$ -$ 350,000.00$ -$ 001-023-56034 Lease Principal 4,739.30$ 5,700.00$ 960.70$ 5,700.00$ -$ 001-023-59999 Transfers Out 110,000.00$ 110,000.00$ -$ 110,000.00$ -$ 1,036,232.37$ 1,146,416.69$ 110,184.32$ 1,123,604.85$ (22,811.84)$ 113
Parks & Recreation
ExpenditureAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance001-031-51001 Full Time Salaries 300,008.70$ 332,000.00$ 31,991.30$ 333,500.00$ 1,500.00$ 001-031-51002 Part Time Salaries 199,411.11$ 215,250.00$ 15,838.89$ 230,000.00$ 14,750.00$ 001-031-51004 Overtime Wages 7,831.87$ 8,000.00$ 168.13$ 9,000.00$ 1,000.00$ 001-031-51006 Vision Insurance 699.91$ 775.00$ 75.09$ 699.91$ (75.09)$ 001-031-51007 Health Insurance 143,311.34$ 147,443.59$ 4,132.25$ 143,311.34$ (4,132.25)$ 001-031-51008 Dental Insurance 8,130.58$ 8,200.00$ 69.42$ 8,130.58$ (69.42)$ 001-031-51010 Worker's Compensation 9,049.53$ 9,049.53$ -$ 9,049.53$ -$ 001-031-51011 Medicare Tax 7,085.85$ 8,060.00$ 974.15$ 8,400.00$ 340.00$ 001-031-51017 PARS-ARS 2,589.95$ 2,910.00$ 320.05$ 3,000.00$ 90.00$ 001-031-51022 PARS System 50,417.01$ 56,030.00$ 5,612.99$ 56,030.00$ -$ 001-031-51024 Deferred Compensation 4,798.96$ 5,356.00$ 557.04$ 5,500.00$ 144.00$ 001-031-51025 Retiree Health Insurance 55,345.80$ 62,568.00$ 7,222.20$ 61,000.00$ (1,568.00)$ 001-031-51027 PERS EE/ER 56,118.25$ 62,500.00$ 6,381.75$ 62,500.00$ -$ 001-031-51029 PERS LS UAL 12,851.60$ 12,851.60$ -$ 12,851.60$ -$ 001-031-51042 Unemployment Insurance -$ 1,500.00$ 1,500.00$ 1,500.00$ -$ 001-031-51043 Disability & Life Insurance 2,215.01$ 2,200.00$ (15.01)$ 2,215.01$ 15.01$ 001-031-51046 OPEB 30,497.75$ 33,700.00$ 3,202.25$ 34,000.00$ 300.00$ 001-031-52009 Training 396.67$ 1,500.00$ 1,103.33$ 1,000.00$ (500.00)$ 001-031-52010 Utilities 50,259.69$ 50,000.00$ (259.69)$ 55,500.00$ 5,500.00$ 001-031-52011 Advertising & Printing 480.00$ 500.00$ 20.00$ 500.00$ -$ 114
Account Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance 001-031-52012 Office Supplies & Postage 51.80$ 300.00$ 248.20$ 300.00$ -$ 001-031-52013 Communications 5,735.02$ 6,500.00$ 764.98$ 7,000.00$ 500.00$ 001-031-52014 Meetings & Travel 204.67$ 2,000.00$ 1,795.33$ 1,000.00$ (1,000.00)$ 001-031-52015 Professional Services 166,571.90$ 192,985.00$ 26,413.10$ 192,985.00$ -$ 001-031-52017 Waste Fees 25,864.78$ 31,900.00$ 6,035.22$ 29,000.00$ (2,900.00)$ 001-031-52018 Special Department Supplies 100,150.47$ 100,000.00$ (150.47)$ 120,000.00$ 20,000.00$ 001-031-52019 Misc. Dues & Subscriptions 648.99$ 2,500.00$ 1,851.01$ 1,800.00$ (700.00)$ 001-031-52045 IT 19,172.57$ 21,000.00$ 1,827.43$ 21,000.00$ -$ 001-031-53020 Vehicle Operation 7,649.50$ 9,500.00$ 1,850.50$ 9,500.00$ -$ 001-031-53021 Special Equipment Operation 4,115.42$ 9,500.00$ 5,384.58$ 9,500.00$ -$ 001-031-55024 Rentals 73,271.81$ 70,595.00$ (2,676.81)$ 73,271.81$ 2,676.81$ 001-031-55025 Chamber of Commerce -$ 1,000.00$ 1,000.00$ 1,000.00$ -$ 001-031-55050 Park Renovation 15,000.00$ 30,000.00$ 15,000.00$ 30,000.00$ -$ 001-031-56027 Capital Improvement 102,116.25$ 225,120.00$ 123,003.75$ 225,120.00$ -$ 001-031-56028 Capital Equipment 22,137.63$ 49,000.00$ 26,862.37$ 49,000.00$ -$ 001-031-57000 Lease Principal 6,285.00$ 7,560.00$ 1,275.00$ 7,560.00$ -$ 001-031-58030 Urban Greening Grant 9,735.47$ 50,000.00$ 40,264.53$ 14,000.00$ (36,000.00)$ 1,500,210.86$ 1,829,853.72$ 329,642.86$ 1,829,724.78$ (128.94)$ 115
Planning Expenditure
Account Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance001-034-51001 Full Time Salaries 99,714.48$ 113,466.30$ 13,751.82$ 113,466.30$ -$ 001-034-51002 Part Time Salaries 250.00$ 2,000.00$ 1,750.00$ 750.00$ (1,250.00)$ 001-034-51006 Vision Insurance 118.24$ 150.00$ 31.76$ 118.24$ (31.76)$ 001-034-51007 Health Insurance 29,161.02$ 31,000.00$ 1,838.98$ 29,161.02$ (1,838.98)$ 001-034-51008 Dental Insurance 1,266.05$ 1,350.00$ 83.95$ 1,266.05$ (83.95)$ 001-034-51010 Worker's Compensation 2,380.07$ 2,380.07$ -$ 2,380.07$ -$ 001-034-51011 Medicare Tax 1,369.67$ 1,732.00$ 362.33$ 1,732.00$ -$ 001-034-51017 PARS-ARS 3.25$ 30.00$ 26.75$ 30.00$ -$ 001-034-51022 PARS System 18.77$ 18.77$ -$ 18.77$ -$ 001-034-51024 Deferred Compensation 1.79$ 100.00$ 98.21$ 100.00$ -$ 001-034-51025 Retiree Health Insurance 12,304.26$ 14,000.00$ 1,695.74$ 14,000.00$ -$ 001-034-51027 PERS EE/ER 8,664.14$ 11,000.00$ 2,335.86$ 10,500.00$ (500.00)$ 001-034-51029 PERS LS UAL 1,196.58$ 1,196.58$ -$ 1,196.58$ -$ 001-034-51043 Disability & Life Insurance 637.93$ 700.00$ 62.07$ 700.00$ -$ 001-034-51046 OPEB 10,159.20$ 11,400.00$ 1,240.80$ 11,400.00$ -$ 001-034-52012 Office Supplies & Postage 1,798.33$ 2,500.00$ 701.67$ 2,500.00$ -$ 001-034-52013 Communications 437.48$ 550.00$ 112.52$ 700.00$ 150.00$ 001-034-52014 Meetings & Travel 2,131.47$ 5,500.00$ 3,368.53$ 3,200.00$ (2,300.00)$ 001-034-52015 Professional Services 9,552.06$ 72,000.00$ 62,447.94$ 25,000.00$ (47,000.00)$ 001-034-52018 Special Department Supplies 697.95$ 2,500.00$ 1,802.05$ 1,800.00$ (700.00)$ 001-034-52019 Misc. Dues & Subscriptions 721.80$ 1,000.00$ 278.20$ 1,000.00$ -$ 001-034-52045 IT 4,350.58$ 6,000.00$ 1,649.42$ 6,000.00$ -$ 001-034-53025 LAFCO 15,000.00$ 15,000.00$ -$ 15,000.00$ -$ 201,935.12$ 295,573.72$ 93,638.60$ 242,019.03$ (53,554.69)$ 116
After School Program
ExpenditureAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance001-035-51002 Part Time Salaries 66,462.62$ 69,800.00$ 3,337.38$ 71,000.00$ 1,200.00$ 001-035-51011 Medicare Tax 963.68$ 1,015.00$ 51.32$ 1,029.50$ 14.50$ 001-035-51017 PARS-ARS 863.88$ 910.00$ 46.12$ 923.00$ 13.00$ 001-035-52010 Utilities -$ 3,500.00$ 3,500.00$ 3,500.00$ -$ 001-035-52015 Professional Services 172.98$ 250.00$ 77.02$ 250.00$ -$ 001-035-52018 Special Department Supplies 6,127.83$ 12,000.00$ 5,872.17$ 12,000.00$ -$ 001-035-52045 IT 1,068.22$ 1,200.00$ 131.78$ 1,400.00$ 200.00$ 75,659.21$ 88,675.00$ 13,015.79$ 90,102.50$ 1,427.50$
Pool ExpenditureAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance001-037-51002 Part Time Salaries 131,493.65$ 224,020.00$ 92,526.35$ 215,000.00$ (9,020.00)$ 001-037-51011 Medicare Tax 1,906.64$ 3,300.00$ 1,393.36$ 3,300.00$ -$ 001-037-51017 PARS-ARS 1,709.43$ 2,950.00$ 1,240.57$ 2,950.00$ -$ 001-037-52009 Training 743.36$ 2,500.00$ 1,756.64$ 2,500.00$ -$ 001-037-52010 Utilities 17,356.95$ 30,000.00$ 12,643.05$ 30,000.00$ -$ 001-037-52013 Communications 729.18$ 1,000.00$ 270.82$ 1,000.00$ -$ 001-037-52014 Meetings & Travel 2,000.00$ 2,000.00$ -$ 2,000.00$ -$ 001-037-52015 Professional Services 2,076.17$ 5,000.00$ 2,923.83$ 5,000.00$ -$ 001-037-52018 Special Department Supplies 51,398.02$ 68,000.00$ 16,601.98$ 68,000.00$ -$ 001-037-52045 IT 5,357.36$ 6,300.00$ 942.64$ 7,500.00$ 1,200.00$ 001-037-52047 Concessions 3,630.21$ 4,000.00$ 369.79$ 4,500.00$ 500.00$ 001-037-53021 Special Equipment Operation 3,908.86$ 7,000.00$ 3,091.14$ 10,000.00$ 3,000.00$ 001-037-56028 Capital Equipment -$ 15,000.00$ 15,000.00$ 15,000.00$ -$ 222,309.83$ 371,070.00$ 148,760.17$ 366,750.00$ (4,320.00)$ 117
Summer Camp
ExpenditureAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance001-038-51002 Part Time Salaries 18,744.64$ 40,210.00$ 21,465.36$ 40,210.00$ -$ 001-038-51011 Medicare Tax 271.78$ 585.00$ 313.22$ 585.00$ -$ 001-038-51017 PARS-ARS 243.70$ 525.00$ 281.30$ 525.00$ -$ 001-038-52010 Utilities -$ 500.00$ 500.00$ 500.00$ -$ 001-038-52011 Advertising & Printing -$ 450.00$ 450.00$ 450.00$ -$ 001-038-52015 Professional Services 5,000.00$ 10,000.00$ 5,000.00$ 10,000.00$ -$ 001-038-52018 Special Department Supplies 4,066.22$ 8,200.00$ 4,133.78$ 8,200.00$ -$ 001-038-52045 IT -$ 150.00$ 150.00$ 150.00$ -$ 28,326.34$ 60,620.00$ 32,293.66$ 60,620.00$ -$
General Fund Expenditure
11,491,113.10$ 13,386,961.49$ 1,895,848.39$ 13,237,939.34$ (149,022.15)$ 118
Sewer Fund Revenue
Account Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance002-000-33010 Interest on Bank Deposits 105,376.90$ 121,800.00$ 16,423.10$ 121,800.00$ -$ 002-000-39016 Connection Fee 44,200.00$ -$ (44,200.00)$ 44,200.00$ 44,200.00$ 002-000-39017 Sewer Miscellaneous 1,562.09$ 46,000.00$ 44,437.91$ 1,562.09$ (44,437.91)$ 002-000-39020 Sewer Service Collection 1,315,848.09$ 1,410,000.00$ 94,151.91$ 1,430,000.00$ 20,000.00$ 002-000-39023 Sewer Service Penalties 2,203.58$ 1,600.00$ (603.58)$ 2,203.58$ 603.58$ 002-000-39075 Intergovernmental Revenue 178,240.05$ 675,000.00$ 496,759.95$ 178,240.05$ (496,759.95)$ 1,647,430.71$ 2,254,400.00$ 606,969.29$ 1,778,005.72$ (476,394.28)$ Sewer Fund ExpenditureAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance002-051-51001 Full Time Salaries 223,318.53$ 260,000.00$ 36,681.47$ 260,000.00$ -$ 002-051-51002 Part Time Salaries 3,026.27$ 6,000.00$ 2,973.73$ 5,000.00$ (1,000.00)$ 002-051-51004 Overtime Wages 2,883.19$ 8,684.00$ 5,800.81$ 6,500.00$ (2,184.00)$ 002-051-51006 Vision Insurance 418.56$ 512.00$ 93.44$ 418.56$ (93.44)$ 002-051-51007 Health Insurance 76,860.49$ 88,000.00$ 11,139.51$ 76,860.49$ (11,139.51)$ 002-051-51008 Dental Insurance 4,820.84$ 5,381.00$ 560.16$ 4,820.84$ (560.16)$ 002-051-51010 Worker's Compensation 6,444.52$ 6,444.52$ -$ 6,444.52$ -$ 002-051-51011 Medicare Tax 3,321.97$ 4,258.26$ 936.29$ 4,258.26$ -$ 002-051-51017 PARS-ARS 39.37$ 110.00$ 70.63$ 110.00$ -$ 002-051-51018 Duty Time 8,392.96$ 9,200.00$ 807.04$ 10,500.00$ 1,300.00$ 002-051-51022 PARS System 25,796.32$ 28,600.00$ 2,803.68$ 29,000.00$ 400.00$ 002-051-51024 Deferred Compensation 4,590.62$ 4,900.00$ 309.38$ 5,300.00$ 400.00$ 002-051-51025 Retiree Health Insurance 41,564.34$ 47,000.00$ 5,435.66$ 47,000.00$ -$ 002-051-51027 PERS EE/ER 33,435.49$ 39,000.00$ 5,564.51$ 39,000.00$ -$ 002-051-51029 PERS LS UAL 161,843.94$ 161,843.94$ -$ 161,843.94$ -$ 002-051-51043 Disability & Life Insurance 1,457.40$ 1,590.00$ 132.60$ 1,457.40$ (132.60)$ 002-051-51046 OPEB 22,382.50$ 26,000.00$ 3,617.50$ 26,000.00$ -$ 002-051-52010 Utilities 18,796.24$ 27,500.00$ 8,703.76$ 26,000.00$ (1,500.00)$ 002-051-52012 Office Supplies & Postage 4,550.30$ 7,300.00$ 2,749.70$ 6,300.00$ (1,000.00)$ 002-051-52013 Communications 1,873.55$ 2,700.00$ 826.45$ 2,700.00$ -$ 002-051-52014 Meetings & Travel 2,775.05$ 4,000.00$ 1,224.95$ 4,000.00$ -$ 119
Account Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance 002-051-52015 Professional Services 48,862.01$ 73,548.00$ 24,685.99$ 73,548.00$ -$ 002-051-52017 Waste Fees 5,293.83$ 5,600.00$ 306.17$ 6,600.00$ 1,000.00$ 002-051-52018 Special Department Supplies 64,283.95$ 74,300.00$ 10,016.05$ 78,000.00$ 3,700.00$ 002-051-52019 Misc. Dues & Subscriptions 2,037.84$ 3,800.00$ 1,762.16$ 3,800.00$ -$ 002-051-52045 IT 2,128.21$ 2,700.00$ 571.79$ 3,000.00$ 300.00$ 002-051-53020 Vehicle Operation 8,975.10$ 20,000.00$ 11,024.90$ 20,000.00$ -$ 002-051-55023 Small Claims -$ 100.00$ 100.00$ 100.00$ -$ 002-051-55024 Rentals 254.40$ 1,000.00$ 745.60$ 1,000.00$ -$ 002-051-55100 City Cost Plan 165,264.00$ 165,264.00$ -$ 165,264.00$ -$ 002-051-55101 Refunds 84.00$ 2,000.00$ 1,916.00$ 2,000.00$ -$ 002-051-56025 Depreciation -$ 170,900.00$ 170,900.00$ 170,900.00$ -$ 002-051-56027 Capital Improvement 29,518.37$ 718,000.00$ 688,481.63$ 200,000.00$ (518,000.00)$ 002-051-56028 Capital Equipment 33,845.03$ 44,254.74$ 10,409.71$ 33,845.03$ (10,409.71)$ 002-051-57000 Lease Principal 4,739.30$ 5,800.00$ 1,060.70$ 5,800.00$ -$ 1,013,878.49$ 2,026,290.46$ 1,012,411.97$ 1,487,371.04$ (538,919.42)$ 120
Gas Tax Fund Revenue
Account Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance003-000-39100 Section 2105 17,467.27$ 23,000.00$ 5,532.73$ 23,000.00$ -$ 003-000-39110 Section 2107-5 1,000.00$ 1,000.00$ -$ 1,000.00$ -$ 003-000-39120 Section 2107 22,966.00$ 32,000.00$ 9,034.00$ 32,000.00$ -$ 003-000-39130 Section 2106 15,114.60$ 19,500.00$ 4,385.40$ 19,500.00$ -$ 003-000-39135 Misc/Prop 42 27,210.43$ 37,000.00$ 9,789.57$ 37,000.00$ -$ 003-000-39139 SB 1 79,341.44$ 99,094.00$ 19,752.56$ 99,094.00$ -$ 163,099.74$ 211,594.00$ 48,494.26$ 211,594.00$ -$
Gas Tax Fund ExpenditureAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance003-030-51001 Full Time Salaries 66,695.82$ 74,200.00$ 7,504.18$ 74,200.00$ -$ 003-030-51002 Part Time Salaries 1,123.71$ 1,400.00$ 276.29$ 1,600.00$ 200.00$ 003-030-51004 Overtime Wages 694.53$ 1,144.00$ 449.47$ 1,144.00$ -$ 003-030-51006 Vision Insurance 128.81$ 150.00$ 21.19$ 128.81$ (21.19)$ 003-030-51007 Health Insurance 27,007.88$ 27,981.45$ 973.57$ 27,007.88$ (973.57)$ 003-030-51008 Dental Insurance 1,484.27$ 1,500.00$ 15.73$ 1,484.27$ (15.73)$ 003-030-51010 Worker's Compensation 1,830.83$ 1,830.83$ -$ 1,830.83$ -$ 003-030-51011 Medicare Tax 993.24$ 1,160.00$ 166.76$ 1,160.00$ -$ 003-030-51017 PARS-ARS 14.64$ 20.00$ 5.36$ 30.00$ 10.00$ 003-030-51018 Duty Time 2,997.49$ 3,300.00$ 302.51$ 4,000.00$ 700.00$ 003-030-51022 PARS System 9,183.17$ 10,270.00$ 1,086.83$ 10,500.00$ 230.00$ 003-030-51024 Deferred Compensation 1,017.20$ 1,300.00$ 282.80$ 1,400.00$ 100.00$ 003-030-51027 PERS EE/ER 10,892.04$ 12,500.00$ 1,607.96$ 13,000.00$ 500.00$ 003-030-51029 PERS LS UAL 2,688.12$ 2,688.12$ -$ 2,688.12$ -$ 003-030-51043 Disability & Life Insurance 450.76$ 480.00$ 29.24$ 450.76$ (29.24)$ 003-030-51046 OPEB 6,752.68$ 7,700.00$ 947.32$ 8,000.00$ 300.00$ 003-030-52018 Special Department Supplies -$ 16,000.00$ 16,000.00$ 10,000.00$ (6,000.00)$ 133,955.19$ 163,624.40$ 29,669.21$ 158,624.67$ (4,999.73)$ 121
Water Fund Revenue
Account Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance004-000-33010 Interest On Bank Deposits 96,554.58$ 80,000.00$ (16,554.58)$ 105,000.00$ 25,000.00$ 004-000-33020 Rental Of Real Property 1,604.68$ -$ (1,604.68)$ 1,604.68$ 1,604.68$ 004-000-39012 Water Service Collection 1,040,482.70$ 1,100,000.00$ 59,517.30$ 1,120,000.00$ 20,000.00$ 004-000-39013 Water Service Penalties 1,736.94$ 1,200.00$ (536.94)$ 1,736.94$ 536.94$ 004-000-39016 Water Connection Fee 44,200.00$ -$ (44,200.00)$ 44,200.00$ 44,200.00$ 004-000-39017 Water Miscellaneous 5,323.08$ 48,000.00$ 42,676.92$ 5,323.08$ (42,676.92)$ 1,189,901.98$ 1,229,200.00$ 39,298.02$ 1,277,864.70$ 48,664.70$ Water Fund ExpenditureAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance004-050-51001 Full Time Salaries 182,198.24$ 217,049.16$ 34,850.92$ 212,000.00$ (5,049.16)$ 004-050-51002 Part Time Salaries 2,576.87$ 6,000.00$ 3,423.13$ 4,500.00$ (1,500.00)$ 004-050-51004 Overtime Wages 2,636.17$ 9,194.00$ 6,557.83$ 8,000.00$ (1,194.00)$ 004-050-51006 Vision Insurance 346.22$ 429.00$ 82.78$ 346.22$ (82.78)$ 004-050-51007 Health Insurance 65,752.63$ 76,000.00$ 10,247.37$ 65,752.63$ (10,247.37)$ 004-050-51008 Dental Insurance 4,024.81$ 4,505.00$ 480.19$ 4,024.81$ (480.19)$ 004-050-51010 Worker's Compensation 5,408.80$ 5,408.80$ -$ 5,408.80$ -$ 004-050-51011 Medicare Tax 2,715.50$ 3,600.65$ 885.15$ 3,600.65$ -$ 004-050-51017 PARS-ARS 33.35$ 110.00$ 76.65$ 110.00$ -$ 004-050-51018 Duty Time 7,193.96$ 7,800.00$ 606.04$ 9,000.00$ 1,200.00$ 004-050-51022 PARS System 22,115.08$ 24,700.00$ 2,584.92$ 25,000.00$ 300.00$ 004-050-51024 Deferred Compensation 3,489.30$ 3,900.00$ 410.70$ 4,200.00$ 300.00$ 004-050-51025 Retiree Health Insurance 55,419.12$ 62,000.00$ 6,580.88$ 62,000.00$ -$ 004-050-51027 PERS EE/ER 28,657.37$ 32,600.00$ 3,942.63$ 32,600.00$ -$ 004-050-51029 PERS LS UAL 125,338.78$ 125,338.78$ -$ 125,338.78$ -$ 004-050-51043 Disability & Life Insurance 1,217.60$ 1,400.00$ 182.40$ 1,217.60$ (182.40)$ 004-050-51046 OPEB 18,310.43$ 21,200.00$ 2,889.57$ 21,200.00$ -$ 004-050-52010 Utilities 56,735.02$ 58,000.00$ 1,264.98$ 62,000.00$ 4,000.00$ 004-050-52012 Office Supplies & Postage 6,238.34$ 6,800.00$ 561.66$ 7,500.00$ 700.00$ 004-050-52013 Communications 1,698.61$ 3,700.00$ 2,001.39$ 3,700.00$ -$ 004-050-52014 Meetings & Travel 2,378.92$ 4,000.00$ 1,621.08$ 4,000.00$ -$ 122
Account Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance 004-050-52015 Professional Services 73,007.88$ 104,148.00$ 31,140.12$ 104,148.00$ -$ 004-050-52017 Waste Fees 778.31$ 1,670.00$ 891.69$ 1,670.00$ -$ 004-050-52018 Special Department Supplies 65,249.98$ 75,233.00$ 9,983.02$ 75,233.00$ -$ 004-050-52019 Misc. Dues & Subscription 1,951.16$ 3,800.00$ 1,848.84$ 3,800.00$ -$ 004-050-52020 Water Conservation Program 100.00$ 1,300.00$ 1,200.00$ 1,300.00$ -$ 004-050-52045 IT 1,995.51$ 2,700.00$ 704.49$ 3,000.00$ 300.00$ 004-050-53020 Vehicle Operation 7,282.96$ 20,000.00$ 12,717.04$ 20,000.00$ -$ 004-050-55023 Small Claims -$ 200.00$ 200.00$ 200.00$ -$ 004-050-55024 Rentals 2,629.63$ 3,000.00$ 370.37$ 3,000.00$ -$ 004-050-55100 City Cost Plan 160,881.00$ 160,881.00$ -$ 160,881.00$ -$ 004-050-55101 Refunds 66.00$ 3,000.00$ 2,934.00$ 3,000.00$ -$ 004-050-56025 Depreciation -$ 218,000.00$ 218,000.00$ 218,000.00$ -$ 004-050-56027 Capital Improvement 47,781.25$ 2,537,162.00$ 2,489,380.75$ 2,537,162.00$ -$ 004-050-56028 Capital Equipment 33,529.96$ 34,154.73$ 624.77$ 33,529.96$ (624.77)$ 004-050-57000 Lease Principal 6,319.10$ 7,596.00$ 1,276.90$ 7,596.00$ -$ 996,057.86$ 3,846,580.12$ 2,850,522.26$ 3,834,019.45$ (12,560.67)$ 123
Local Transportation
Fund RevenueAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance007-000-39510 From Local Agency 62,859.00$ -$ (62,859.00)$ 62,859.00$ 62,859.00$ 62,859.00$ -$ (62,859.00)$ 62,859.00$ 62,859.00$
TUT Measure A Fund RevenueAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance010-000-39722 TUT Measure A 626,272.80$ 800,000.00$ 173,727.20$ 906,272.80$ 106,272.80$ 626,272.80$ 800,000.00$ 173,727.20$ 906,272.80$ 106,272.80$ TUT Measure A Fund ExpenditureAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance010-000-59999 Transfers Out 700,000.00$ 700,000.00$ -$ 700,000.00$ -$ 700,000.00$ 700,000.00$ -$ 700,000.00$ -$
SMHP Fund RevenueAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance012-000-33010 Interest On Bank Deposits 15,427.83$ 15,000.00$ (427.83)$ 16,000.00$ 1,000.00$ 012-000-39735 Utilities Clearing Account 34,490.00$ 39,400.00$ 4,910.00$ 39,300.00$ (100.00)$ 012-000-39750 Rents - Assisted Units 8,031.00$ 8,000.00$ (31.00)$ 8,031.00$ 31.00$ 012-000-39760 Rents - Unassisted Units 102,305.00$ 99,000.00$ (3,305.00)$ 102,305.00$ 3,305.00$ 160,253.83$ 161,400.00$ 1,146.17$ 165,636.00$ 4,236.00$ 124
SMHP Fund Expenditure
Account Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance012-095-51001 Full Time Salaries 13,960.55$ 15,800.00$ 1,839.45$ 15,800.00$ -$ 012-095-51002 Part Time Salaries 21,536.40$ 24,000.00$ 2,463.60$ 24,000.00$ -$ 012-095-51006 Vision Insurance 36.41$ 50.00$ 13.59$ 50.00$ -$ 012-095-51007 Health Insurance 7,478.26$ 7,770.00$ 291.74$ 7,478.26$ (291.74)$ 012-095-51008 Dental Insurance 423.98$ 440.00$ 16.02$ 440.00$ -$ 012-095-51010 Worker's Compensation 481.62$ 481.62$ -$ 481.62$ -$ 012-095-51011 Medicare Tax 497.29$ 597.00$ 99.71$ 597.00$ -$ 012-095-51017 PARS-ARS 286.14$ 324.00$ 37.86$ 324.00$ -$ 012-095-51022 PARS System 1,563.17$ 1,780.00$ 216.83$ 1,800.00$ 20.00$ 012-095-51024 Deferred Compensation 148.93$ 170.00$ 21.07$ 200.00$ 30.00$ 012-095-51027 PERS EE/ER 2,470.13$ 2,950.00$ 479.87$ 3,100.00$ 150.00$ 012-095-51029 PERS LS UAL 8,978.82$ 8,978.82$ -$ 8,978.82$ -$ 012-095-51043 Disability & Life Insurance 104.77$ 130.00$ 25.23$ 104.77$ (25.23)$ 012-095-51046 OPEB 1,419.37$ 1,690.00$ 270.63$ 1,800.00$ 110.00$ 012-095-52010 Utilities 43,676.33$ 44,000.00$ 323.67$ 45,000.00$ 1,000.00$ 012-095-52012 Office Supplies & Postage 0.74$ 100.00$ 99.26$ 100.00$ -$ 012-095-52015 Professional Services 1,838.20$ 5,000.00$ 3,161.80$ 10,000.00$ 5,000.00$ 012-095-52017 Waste Fees 6,956.61$ 7,500.00$ 543.39$ 8,000.00$ 500.00$ 012-095-52018 Special Department Supplies 3,594.13$ 7,500.00$ 3,905.87$ 7,500.00$ -$ 012-095-52045 IT -$ 100.00$ 100.00$ 100.00$ -$ 012-095-53020 Vehicle Operation -$ 1,200.00$ 1,200.00$ 1,200.00$ -$ 012-095-55100 City Cost Plan 20,422.00$ 20,422.00$ -$ 20,422.00$ -$ 012-095-56027 Capital Improvement -$ 50,000.00$ 50,000.00$ 40,000.00$ (10,000.00)$ 135,873.85$ 200,983.44$ 65,109.59$ 197,476.47$ (3,506.97)$ 125
Street & Sidewalk
Improvement Fund RevenueAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance019-000-33010 Interest on Bank Deposits 58,308.04$ 45,000.00$ (13,308.04)$ 60,000.00$ 15,000.00$ 019-000-39999 Transfers In 250,000.00$ 250,000.00$ -$ 250,000.00$ -$ 308,308.04$ 295,000.00$ (13,308.04)$ 310,000.00$ 15,000.00$ Street & Sidewalk Improvement Fund ExpenditureAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance019-040-59999 Transfers Out -$ 1,419,213.00$ 1,419,213.00$ -$ (1,419,213.00)$ -$ 1,419,213.00$ 1,419,213.00$ -$ (1,419,213.00)$
Heavy Equipment Replacement Fund RevenueAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance022-000-33010 Interest on Bank Deposits 4,932.08$ 5,200.00$ 267.92$ 5,200.00$ -$ 022-000-39999 Transfers In 100,000.00$ 100,000.00$ -$ 100,000.00$ -$ 104,932.08$ 105,200.00$ 267.92$ 105,200.00$ -$
Property/Housing Development Fund RevenueAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance023-000-33010 Interest on Bank Deposits 2,373.72$ 2,600.00$ 226.28$ 2,600.00$ -$ 2,373.72$ 2,600.00$ 226.28$ 2,600.00$ -$
Property/Housing Development Fund ExpenditureAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance023-000-55026 Contract Services 53,188.86$ 50,485.00$ (2,703.86)$ 80,521.53$ 30,036.53$ 53,188.86$ 50,485.00$ (2,703.86)$ 80,521.53$ 30,036.53$ 126
PLHA Fund Revenue
Account Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance026-000-33011 Interest On Bank Deposits 8,917.73$ 8,000.00$ (917.73)$ 9,300.00$ 1,300.00$ 8,917.73$ 8,000.00$ (917.73)$ 9,300.00$ 1,300.00$
COPS Fund RevenueAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance033-000-33010 Interest On Bank Deposits 10,218.29$ 10,800.00$ 581.71$ 11,000.00$ 200.00$ 033-000-39967 COPS/AB 1913 172,440.21$ 172,000.00$ (440.21)$ 201,000.00$ 29,000.00$ 182,658.50$ 182,800.00$ 141.50$ 212,000.00$ 29,200.00$
COPS Fund ExpenditureAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance033-033-51004 Overtime Wages -$ 85,000.00$ 85,000.00$ 75,000.00$ (10,000.00)$ 033-033-52015 Professional Services 15,033.61$ 15,000.00$ (33.61)$ 20,000.00$ 5,000.00$ 033-033-52018 Special Department Supplies 25,213.55$ 36,467.70$ 11,254.15$ 42,000.00$ 5,532.30$ 033-033-52019 Misc. Dues & Subscriptions 10,065.00$ 10,000.00$ (65.00)$ 10,065.00$ 65.00$ 033-033-53020 Vehicle Operation 25,592.90$ 15,000.00$ (10,592.90)$ 32,000.00$ 17,000.00$ 033-033-56028 Capital Equipment 8,532.30$ 8,532.30$ -$ 8,532.30$ -$ 033-033-57000 Lease Principal 65,443.08$ 90,000.00$ 24,556.92$ 90,000.00$ -$ 149,880.44$ 260,000.00$ 110,119.56$ 277,597.30$ 17,597.30$ 127
STIP E. Line St. Bridge
Replacement Fund RevenueAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance054-000-39925 Project Revenue 127,695.00$ 127,695.00$ -$ 127,695.00$ -$ 054-000-39999 Transfers In 110,000.00$ 110,000.00$ -$ 110,000.00$ -$ 237,695.00$ 237,695.00$ -$ 237,695.00$ -$
STIP E. Line St. Bridge Replacement Fund ExpenditureAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance054-000-55026 Contract Services 37,161.25$ 110,000.00$ 72,838.75$ 110,000.00$ -$ 37,161.25$ 110,000.00$ 72,838.75$ 110,000.00$ -$
S. Warren St. Improvement Fund RevenueAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance055-000-39520 Intergovernmental Revenue -$ 1,000,000.00$ 1,000,000.00$ -$ (1,000,000.00)$ 055-000-39999 Transfers In -$ 1,419,213.00$ 1,419,213.00$ -$ (1,419,213.00)$ -$ 2,419,213.00$ 2,419,213.00$ -$ (2,419,213.00)$
S. Warren St. Improvement Fund ExpenditureAccount Number Account Title Reference Balance Existing Budget Variance Adjusted Budget Variance055-000-56027 Capital Improvement -$ 2,419,213.00$ 2,419,213.00$ -$ (2,419,213.00)$ $ - $ 2,419,213.00 $ 2,419,213.00 $ - $ (2,419,213.00)
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Agenda Item: 9.D
Date of Meeting: June 22, 2026
Department: Finance
To: City Council
From: Ethan Aukee
Subject: Approval of FY 2025-26 Interfund Transfer and Related Budget Adjustment
Prepared On: June 17, 2026

STAFF REPORT
Background/History:

In October 2025, the City's Public Works Director obtained approval of Task Order 25-TO-05 and a related budget adjustment for the East Line Street Bridge Replacement. Following progress/completion of the task order, it was understood that application/project fees would be due upon application submission, and the fees would be payable to the State Water Resources Control Board and to the California Department of Fish and Wildlife. In October, $10,000.00 was included in the budget adjustment as an estimation of the costs associated with the application/project fees. The actual fee amounts are now determined and the two separate fees total $13,625.25.

Analysis/Discussion:

In order to properly appropriate and account for the discrepancy between estimate and actual cost, an interfund transfer in the amount of the discrepancy is required. The amount of the interfund transfer would equal $3,625.25 and would be a transfer from the General Fund to the project fund. The use of the transfer mechanism establishes a General Fund contribution with no expectation of repayment from the project fund.

Impacts to Council Goals and Strategic Planning Priorities:

None.

Budget Impacts:

Increase expense/transfer out account 001-023-59999 in the amount of $3,625.25 and increase revenue/transfer in account 054-000-39999 in the amount of $3,625.25.

Legal Review:

Legal review is not required for this item.

Recommended Action:

Approve the proposed interfund transfer and related budget adjustment. 129
Approved By: Ethan Aukee 6/17/2026
Approved By: Robin Picken 6/17/2026
Approved By: Pam Foster 6/17/2026
Approved By:
130
Agenda Item: 9.E
Date of Meeting: June 22, 2026
Department: Administration
To: City Council
From: Pam Foster
Subject: Consideration and Approval of an Application to the Governor's Office of Business and Economic Development on Behalf of the City of Bishop Seeking Designation of Census Tract 06027000400 as an Opportunity Zone 2.0.

STAFF REPORT
Background/History:

The federal Opportunity Zone program was established to encourage long-term private investment in economically distressed communities by providing tax incentives to investors who make qualified investments within designated Opportunity Zones. Proposed Opportunity Zone 2.0 legislation would provide states with the opportunity to nominate eligible census tracts for renewed or expanded designation.

The City of Bishop and the Bishop Paiute Tribe share a Census Tract and a common interest in fostering economic development, increasing investment opportunities, supporting housing development, and expanding access to capital within the community. Designation of the applicable census tract as an Opportunity Zone 2.0 would position the area to compete for private investment and encourage projects that create jobs, expand housing options, and strengthen the local economy.

Analysis/Discussion:

Submission of an application does not obligate the City to any financial commitment or specific development project. Rather, it provides the opportunity for the Governor's Office to consider the Bishop and Bishop Paiute Tribe census tract for designation should Opportunity Zone 2.0 be authorized and implemented.

The Governor's office will be recommending 25% of the State's eligible Census Tract's for designation. This application is the first step in the process of a potential designation.

Impacts to Council Goals and Strategic Planning Priorities:

Having the City designated as an Opportunity Zone would help to further Strategic Plan Priorities:

2.1 Address the shortage of affordable housing

2.2 Support real estate development within the city
131

2.4 Collaborate with regional partners

2.5 Pursue external funding opportunities
Budget Impacts:

There are no budgetary impacts associated with applying for OZ 2.0.

Legal Review:

None.

Recommended Action:

Authorize the City Administrator to submit an application to the Governor's Office of Business and Economic Development on behalf of the City of Bishop seeking designation of Census Tract 06027000400 as an Opportunity Zone 2.0. Applications are due July 25, 2026.

Approved By: Pam Foster 6/16/2026
Approved By:

Approved By:

Approved By:
132

City of Bishop
Planning Commission
There will be no Planning Commission Meeting
Tuesday, June 23, 2026
The next regularly scheduled meeting will be
July 28, 2026
Bishop City Council Chambers
301 West Line Street
Bishop, CA 93514
760-873-8458
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Agenda Item: 9.H
Date of Meeting: June 22, 2026
Department: Administration
To: City Council
From: Pam Foster
Subject: Approval of Letter of Support for Assembly Bill 1560 – Prohibiting Individuals with Public Corruption Charges from Lobbying Prepared On: June 16, 2026
Attachments: Letter of Support - AB 1560

STAFF REPORT
Background/History:

Assemblyman David Tangipa's legislative package includes AB1560 which strengthens California's laws addressing public corruption in the political process by prohibiting individuals convicted of a crime of public corruption from serving as a lobbyist for 12 years following that conviction. The Assemblyman has asked for the City of Bishop's support of this bill.

Analysis/Discussion:

The proposed letter of support is written to Scott Wiener, Chair of the Senate Elections and Constitutional Amendments Committee. It outlines why the City of Bishop supports this reform.

Impacts to Council Goals and Strategic Planning Priorities:

None.

Budget Impacts:

None.

Legal Review:

None.

Recommended Action:

Approve the of Letter of Support for Assembly Bill 1560 – Prohibiting Individuals with Public Corruption Charges from Lobbying and authorize the Mayor to sign.

Approved By: Pam Foster 6/16/2026
Approved By:

Approved By:

Approved By:
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CITY OF BISHOP
377 West Line Street – Bishop, CA 93514
P.O. Box 1236 – Bishop, CA 93515
City Hall (760) 873-5863 – Fax (760) 873-4873
June 22, 2026
The Honorable Scott Wiener, Chair
Senate Elections and Constitutional Amendments Committee 1020 N. Street, Suite 533
Sacramento, CA 95814
Re: Support for AB 1560 – Prohibiting Individuals with Public Corruption Charges from Lobbying
Dear Chair Wiener,
The City of Bishop is writing to express our support for AB 1560, a bill that would prohibit anyone charged with public corruption from becoming a registered lobbyist in California. Over the years, our state has seen several high-profile cases in which individuals found guilty of public corruption-related charges continue working in an industry where public trust is essential. Allowing those facing such serious charges to lobby only encourages the problem. California cannot afford to let individuals with a record of unethical behavior influence policy and shape decisions that affect all Californians.

AB 1560 is a straightforward, common-sense reform that protects the integrity of our government. By keeping those facing corruption charges out of the lobbying process, this bill will help restore public trust, promote fairness, and ensure that decisions are guided by the public interest rather than by what benefits individuals with questionable morals.

Passing AB 1560 is a critical step toward a more transparent and accountable government. California deserves a lobbying system that reflects our values, not one that rewards misconduct.

Sincerely,
Stephen Muchovej
Mayor
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Agenda Item: 9.I
Date of Meeting: June 22, 2026
Department: Administration
To: City Council
From: Pam Foster
Subject: Approval of a letter of support for JMT Wilderness Conservancy Reds Meadow Valley Restoration Project Grant Application to the Wildlife Conservation Board
Prepared On: June 16, 2026
Attachments: Letter of Support - Wildlife Conservation Board

STAFF REPORT
Background/History:

The JMT Wilderness Committee has requested a letter of support for their grant application to restore, through active restoration techniques, two large meadows and 6 campgrounds situated in Reds Meadow Valley west of Mammoth Lakes.

Analysis/Discussion:

The WCB Grant process requires Support Letters from the surrounding communities and nonprofits. Bishop would be joining Inyo County, the Town of Mammoth Lakes, Trout Unlimited, American Rivers, the California Branch of the Nature Conservancy, Sierra Meadows Partnership, Yosemite Conservancy and others, in providing that support.

Impacts to Council Goals and Strategic Planning Priorities:

None.

Budget Impacts:

None.

Legal Review:

None.

Recommended Action:

Approve a letter of support JMT Wilderness Conservancy Reds Meadow Valley Restoration Project Grant Application to the Wildlife Conservation Board and authorize the Mayor to sign.

Approved By: Pam Foster 6/16/2026
Approved By:

Approved By:

Approved By:
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161

CITY OF BISHOP
377 West Line Street – Bishop, CA 93514
P.O. Box 1236 – Bishop, CA 93515
City Hall (760) 873-5863 – Fax (760) 873-4873
June 22, 2026
Wildlife Conservation Board
Charlton “Chuck” Bonham, WCB Chairman
Dr. Jennifer Norris, WCB Executive Director
P.O. Box 944209
Sacramento, CA 94244-2090

RE: JMT Wilderness Conservancy Reds Meadow Valley Restoration Project— 2026 WCB Implementation Grant Application
Dear Mr. Bonham and Dr. Norris:

The City of Bishop supports the above-referenced Wildlife Conservation Board (WCB) grant application submitted by the JMT Wilderness Conservancy (JMT Wild) and urge your approval. This grant will fund restoration of the meadow eco-systems and riparian corridor along 6 miles of the Middle Fork of the San Joaquin River adjacent to the John Muir Trail (JMT). The area is in Reds Meadow Valley (RMV) west of the Town of Mammoth Lakes and is a prime recreational access point for the Sierra Nevada.

The San Joaquin is one of the critical river ways in California, the longest and most biodiverse. With its three forks, the Middle Fork that moves through Reds Meadow Valley is supplied from the headwaters in the Ansel Adams Wilderness bordered by the Ritter Range and highlighted by Thousand Island Lake. This region is not only vital as a natural resource for the State but is also a source of prime wilderness recreation.

We understand that the project will employ Low-Tech Process-Based Restoration (LTPBR) techniques to focus on restoring the important and sensitive meadows and riparian areas within RMV. In addition to internal and peripheral restoration, its six public campgrounds will also be reorganized to re-locate campsites out of meadows and riparian areas to more durable terrain which is able to sustain recreation within these sensitive environments.

High elevation meadows and riparian terrain such as those within RMV are especially important, as they retain water and sustain year-round flows to California’s great rivers, improve water quality, store carbon, and are biodiversity hotspots. Restored wet meadows also serve as natural firebreaks and support overall forest health.

The City of Bishop strongly supports such restoration projects and respectfully asks for your approval of the WCB Implementation Grant application submitted by JMT Wilderness Conservancy.

Sincerely,
Stephen Muchovej
Mayor 162
Agenda Item: 10.A
Date of Meeting: June 22, 2026
Department: Planning
To: City Council
From: Ana Budnyk
Subject: Public Hearing and Resolution Amending the Permanent Local Housing Allocation (PLHA) Program Reuse Plan
Prepared On: June 18, 2026
Attachments: Resolution - Amending the PLHA Program Reuse Plan 2026 06 22

STAFF REPORT
Background/History:

The City of Bishop receives annual funding through the State of California's Permanent Local Housing Allocation (PLHA) Program established under Senate Bill 2. The PLHA Program provides a permanent source of funding to local governments for housing-related activities that address local housing needs.

The City's currently adopted PLHA Reuse Plan identifies Activity (2): The predevelopment, development, acquisition, rehabilitation, and preservation of affordable rental and ownership housing, including Accessory Dwelling Units (ADUs), serving households earning up to 120 percent of Area Median Income (AMI). While this activity remains eligible and available for future use, staff has identified a need to expand the City's PLHA Reuse Plan to include additional eligible activities authorized by State PLHA Guidelines.

The proposed amendment would add Activity (9): Homeownership Opportunities, including but not limited to Down Payment Assistance Programs. This amendment does not eliminate or modify Activity (2); rather, it provides the City with an additional implementation option for future PLHA funding.

Analysis/Discussion:

The proposed amendment is intended to increase the City's flexibility in utilizing PLHA funds and to better address local housing needs. Staff believes that adding Activity (9) offers several advantages:
• Expands opportunities for first-time and moderate-income homebuyers to purchase homes within the City.
• Supports households earning up to 120 percent of Area Median Income, consistent with the 163
income levels already identified in the City's PLHA program activities. • Provides a more direct and efficient means of assisting local households when compared to development-oriented housing projects that may require lengthy timelines, environmental review, construction oversight, and complex affordability monitoring. • Reduces administrative burden on both the City and project participants by allowing PLHA funds to be administered through a targeted down payment assistance program. • Creates an additional tool to address housing affordability challenges while promoting longterm housing stability and wealth-building opportunities for local residents.

Impacts to Council Goals and Strategic Planning Priorities:

This change would support Strategic Plan Goal 2.1 - Address the shortage of affordable housing.

Budget Impacts:

None.

Legal Review:

City Attorney Pucci has reviewed this item and finds it complies with the law.

Recommended Action:

Conduct a public hearing and adopt a resolution, by title only, amending the City's Permanent Local Housing Allocation (PLHA) Reuse Plan to add Activity (9) – Homeownership Opportunities, including but not limited to Down Payment Assistance Programs.

Approved By: Robin Picken 6/18/2026
Approved By: Dean Pucci 6/18/2026
Approved By: Pam Foster 6/18/2026
Approved By:
164
City of Bishop Resolution No. 2026-____ - Page 1
RESOLUTION NO. 2026-____

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BISHOP,

STATE OF CALIFORNIA, AUTHORIZING THE APPLICATION AND

AMENDING THE PERMANENT LOCAL HOUSING ALLOCATION
(PLHA) PLAN FOR THE PERMANENT LOCAL HOUSING ALLOCATION

PROGRAM
WHEREAS, the Department of Housing and Community Development is authorized to provide up to $296 million under the SB 2 Permanent Local Housing Allocation Program Formula Component from the Building Homes and Jobs Trust Fund for assistance to Cities and Counties (as described in Health and Safety Code section 50470 et seq.(Chapter 364, Statutes of 2017 (SB 2)); and
WHEREAS, the State of California (the “State”), Department of Housing and Community Development (“Department”) issued a Notice of Funding Availability (“NOFA”) dated 10/15/2024 under the Permanent Local Housing Allocation (PLHA) Program; and
WHEREAS, the City of Bishop is an eligible Local government who has applied for program funds to administer one or more eligible activities, or a Local or Regional Housing Trust Fund to whom an eligible Local government delegated its PLHA formula allocation; and
WHEREAS, the Department may approve funding allocations for PLHA Program, subject to the terms and conditions of the Guidelines, NOFA, Program requirements, the Standard Agreement, and other contracts between the Department and PLHA grant recipients.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Bishop as follows:

1. If Applicant receives a grant of PLHA funds from the Department pursuant to the above referenced PLHA NOFA, it represents and certifies that it will use all such funds in a manner consistent and in compliance with all applicable state and federal statutes, rules, regulations, and laws, including without limitation all rules and laws regarding the PLHA Program, as well as any and all contracts Applicant may have with the Department.

2. Applicant is hereby authorized and directed to receive a PLHA grant, in an amount not to exceed the five-year estimate of the PLHA formula allocations, as stated in Appendix B of the current NOFA for the City of Bishop in accordance with all applicable rules and laws.

3. Applicant hereby agrees to use the PLHA funds for eligible activities as approved by the Department and in accordance with all Program requirements, Guidelines, other 165
City of Bishop Resolution No. 2026-____ - Page 2
rules, and laws, as well as in a manner consistent and in compliance with the Standard Agreement and other contracts between the Applicant and the Department.

4. Pursuant to Sections 302(c)(4) and 302(c)(5) of the Guidelines, Applicant’s PLHA Plan Amendment for the 2020-2023 Allocations is attached to this resolution, and Applicant hereby adopts this PLHA Plan Amendment and certifies compliance with all public notice, public comment, and public hearing requirements in accordance with the Guidelines.

5. Pursuant to Applicant’s certification in this resolution, the PLHA funds will be expended only for eligible Activities and consistent with all program requirements.

6. Applicant certifies that, if funds are used for the acquisition, construction or rehabilitation of for-sale housing projects or units within for-sale housing projects, the grantee shall record a deed restriction against the property that will ensure compliance with one of the requirements stated in Guidelines Section 302(c)(6)(A), (B) and (C).

7. Applicant certifies that, if funds are used for the development of an Affordable Rental Housing Development, the Local government shall make PLHA assistance in the form of a low-interest, deferred loan to the Sponsor of the Project, and such loan shall be evidenced through a Promissory Note secured by a Deed of Trust and a Regulatory Agreement shall restrict occupancy and rents in accordance with a Local governmentapproved underwriting of the Project for a term of at least 55 years.

8. Applicant shall be subject to the terms and conditions as specified in the Standard Agreement, the PLHA Program Guidelines and any other applicable SB 2 Guidelines published by the Department.

9. The City Administrator is authorized to execute the PLHA Program Application, the PLHA Standard Agreement and any subsequent amendments or modifications thereto, as well as any other documents which are related to the Program or the PLHA grant awarded to Applicant, as the Department may deem appropriate.

10. The City Council of the City of Bishop hereby consents to, adopts, and ratifies this resolution.

11. Effective Date: This Resolution shall take effect immediately upon adoption.

PASSED, APPROVED AND ADOPTED this 22nd day of June 2026. _____________________________________
Stephen Muchovej, Mayor
ATTEST: ____________________
Robin Picken, City Clerk
166
§301 Eligible Activities
2020 PLHA Formula Allocation Amount: n/a 2019 Allowable Local Admin (5%): n/a Admin requested? Yes PLHA Formula - Amendment for years 2021, 2022, 2023 Rev. M.10/28/24 Eligible Applicant Type: NonEntitlement
Local Government Recipient of PLHA Formula Allocation: Bishop 2022 PLHA Formula Allocation Amount: n/a 2021 Allowable Local Admin (5%): n/a Admin requested? Yes 2021 PLHA Formula Allocation Amount: n/a 2020 Allowable Local Admin (5%): n/a Admin requested? Yes Instructions: If the Local Government Recipient of the PLHA Formula Allocation delegated its PLHA formula allocation to a Local Housing Trust Fund or to another Local Government, the Applicant (for which information is required below) is the Local Housing Trust Fund or administering Local Government. The PLHA award will be made to the Applicant (upon meeting threshold requirements) and the Applicant is responsible for meeting all program requirements throughout the term of the Standard Agreement.

The 302(c)(4) Plan template worksheet requires first choosing one or more of the Eligible Activities listed below. If "Yes" is clicked, the 302(c)(4) Plan worksheet opens a series of questions about what precise activities are planned. Some specific activities, such as providing downpayment assistance to lower-income households for acquisition of an affordable home, could be included under either Activity 2 or 9. Please only choose one of those Activities; don't list the downpayment assistance under both Activities.

Please note that 40% of each allocation you are requesting to amend with this application MUST be allocated to an activity that supports Homeownership in accordance with the NOFA. Ownership activities are 2,3,4,7,8,9 (activities 2,3,4, & 8 will only count as ownership if the funds will go towards ownership sub activities as opposed to rental housing sub activities including ADU's) If the PLHA funds are used for the same Activity but for different Area Median Income (AMI) level, select the highest AMI level the Activity will serve (you can always go lower than what is listed but you may not serve higher than what is listed without completing a plan amendment in the future).

For each year (2021-2023), allocations must equal 100% annually including the allowable administrative costs of up to 5%. §300 Eligible Applicants
§300(a) and (b) Eligible Applicants for the Entitlement and Non-Entitlement formula component described in Section §100(b)(1) and (2) are limited to the metropolitan cities and urban counties allocated a grant for the federal fiscal year 2017 pursuant to the federal CDBG formula specified in 42 USC, Section §5306 and Non-entitlement local governments.

Applicant: City of Bishop
Address: 377 West Line St
2023 PLHA Formula Allocation Amount: n/a 2022 Allowable Local Admin (5%): n/a Admin requested? Yes County: Inyo
Auth Rep Name: Pam Foster Title: City Administrator Auth Rep. Email: [email protected] Phone: 760-873-5863 City: Bishop State: CA Zip: 93514
Zip Code: 93514
Contact Name: Title: Contact Email: Contact Phone:

Address: 377 West Line St City: Bishop State: CA
File Name:

Application and/or Adopting the
PLHA Plan (2020-2023
Allocations) Reso
Pursuant to section 302(c)(4) of the Guidelines, Applicant’s PLHA Plan for 2020-2023 allocations is attached to this resolution, and Applicant certifies compliance with all public notice, comment, and hearing requirements in accordance with the Guidelines.

Uploaded to
HCD?
Zip Code:
§300(d) Is Applicant delegated by another Local government to administer on its behalf its formula allocation of program funds? No §300(d) If Applicant answered "Yes" above, has the Applicant attached the legally binding agreement required by §300(c) and (d)?
A sample agreement can be
found by double clicking on the
icon to the right
N/A
Address: City: State:

File Name: Gov TIN Provide a signed Gov't TIN Form Uploaded to HCD? File Name: Applicant Delegation Agreement Legally binding agreement between Delegating and Administering Local Governments (sample provided—just click on icon in row 19, column AH) Uploaded to HCD? §301(a)(9) Homeownership opportunities, including, but not limited to, down payment assistance. Yes §301(a)(6) Assisting persons who are experiencing or At-risk of homelessness, including, but not limited to, providing rapid re-housing, rental assistance, supportive/case management services that allow people to obtain and retain housing, operating and capital costs for navigation centers and emergency shelters, and the new construction, rehabilitation, and preservation of permanent and transitional housing. §301(a)(7) Accessibility modifications in Lower-income Owner-occupied housing. §301(a)(8) Efforts to acquire and rehabilitate foreclosed or vacant homes and apartments. §301(a)(3) Matching portions of funds placed into Local or Regional Housing Trust Funds. §301(a)(4) Matching portions of funds available through the Low- and Moderate-Income Housing Asset Fund pursuant to subdivision (d) of HSC Section 34176. §301(a)(5) Capitalized Reserves for services connected to the preservation and creation of new permanent supportive housing. §301(a) Eligible activities are limited to the following: Select below:
§301(a)(1) The predevelopment, development, acquisition, rehabilitation, and preservation of multifamily, residential live-work, rental housing that is affordable to Extremely low-,Very low-, Low-, or Moderate-income households, including necessary operating subsidies. §301(a)(2) The predevelopment, development, acquisition, rehabilitation, and preservation of affordable rental and ownership housing, including Accessory Dwelling Units (ADUs), that meets the needs of a growing workforce earning up to 120 percent of AMI, or 150 percent of AMI in high-cost areas. ADUs shall be available for occupancy for a term of no less than 30 days.

Yes
PLHA Page 1 Formula Allocation Application
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§301(a)(10) Fiscal incentives made by a county to a city within the county to incentivize approval of one or more affordable housing Projects, or matching funds invested by a county in an affordable housing development Project in a city within the county, provided that the city has made an equal or greater investment in the Project. The county fiscal incentives shall be in the form of a grant or low-interest loan to an affordable housing Project. Matching funds investments by both the county and the city also shall be a grant or low-interest deferred loan to the affordable housing Project.

PLHA Page 2 Formula Allocation Application
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Agenda Item: 11.A
Date of Meeting: June 22, 2026
Department: Planning
To: City Council
From: Robin Picken
Subject: Planning Commission - Screening Committee Recommended Appointment
Prepared On: June 12, 2026
Attachments: Statement of Interest from John Loomis

STAFF REPORT
Background/History:

Pursuant to the City Council Standards and Procedures Manual Section 5. Procedures for Appointments to Boards/Commissions/Committees, the City initiated a recruitment process that included:

Public advertisement of the vacancies
Direct notification to City Council Members
Encouragement for both incumbents and new applicants to apply Applicants residing within the City limits
Submission of completed and timely applications to the City Clerk All appointees must not be current City employees or serving on any other City board, committee, or commission, unless otherwise permitted by statute. The standard term of service for Planning Commissioners is four years, unless filling an unexpired vacancy.

Recruitment & Interview Process
The City received a total of two applications and the Screening Committee conducted interviews with two candidates on Thursday, June 11, 2026.

The Screening Committee was composed of the following individuals:

Karen Kong, Council Member
Karen Schwartz, Council Member
Pam Foster, City Administrator
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Ana Budnyk, Principal Planner
The Screening Committee evaluates candidates based on several factors, including:

Commitment to public service
Availability to attend regular and special meetings
Qualifications and relevant experience
Attendance record of incumbents (when applicable)
Analysis/Discussion:

After the conclusion of interviews held on Thursday, June 11, 2026, the Screening Committee announced their decision to nominate John Loomis to the City Council to fill the scheduled vacancy on the Planning Commission.

There are three Planning Commissioners whose terms expire in 2026—in January, July, and November. To streamline the interview and appointment process, staff recommends aligning these terms so that all three Commissioners share a single expiration date of March 25, 2030.

Impacts to Council Goals and Strategic Planning Priorities:

It is important for the City to appoint an engaged member of the public to serve on the City's Planning Commission.

Planning Commissioners are crucial for shaping a city's future by advising the City Council on land use, recommending updates to zoning codes, reviewing development projects for compliance, holding public hearings, and ensuring growth aligns with community goals and the City's general plan. They act as a public forum, balancing community needs with development, and while they recommend, the final decision often rests with the City Council.

Budget Impacts:

There are no budget impacts. The City has an approved budget to pay each of the five Planning Commissioners $50.00 per calendar month in which a commission meeting is held and attended pursuant to Bishop Municipal Code Section 2.24.040 - Compensation.

Legal Review:

City Attorney Pucci has reviewed this item and finds that the recommended action complies with the law.

Recommended Action:

Council consideration to appoint John Loomis to a four-year term ending March 25, 2030, on the Planning Commission.

Approved By: Ana Budnyk
Approved By: Pam Foster 6/15/2026
Approved By: Ethan Aukee 6/15/2026
Approved By: Dean Pucci 6/15/2026
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Agenda Item: 11.B
Date of Meeting: June 22, 2026
Department: Administration
To: City Council
From: Robin Picken
Subject: State of California Department of Transportation (Caltrans) Bishop Pavement Project Design Change
Prepared On: June 16, 2026
Attachments: Caltrans Proposed Design Change - Curb Ramp 25 & 26

STAFF REPORT
Background/History:

Caltrans has been actively working on and constructing the Bishop Pavement project. Part of the scope is to add Rectangular Rapid Flashing Beacons (RRFB’s) to high-profile pedestrian crosswalks, which includes the crosswalk at MacIver. When construction laid out the per plan location of the RRFB, it was discovered that it would not fit. Caltrans Design is proposing to reconstruct the NE corner of MacIver into a bulbed-out curb ramp to allow space for the RRFB and its foundation. This will also change the current layout from a multidirectional ramp to 2 directional ramps.

Analysis/Discussion:

The bulbed-out design has a bigger impact to the area than the original design. The design is necessary to install the RRFB and improve pedestrian safety and mobility at the intersection.

The current curb ramps are not ADA compliant.

Impacts to Council Goals and Strategic Planning Priorities:

None.

Budget Impacts:

None.

Legal Review:

City Attorney Pucci has reviewed this item and finds it complies with the law.

Recommended Action:

Council consideration to review and approve the proposed Bishop Pavement Project design change.

Approved By: Pam Foster 6/16/2026
Approved By:
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Approved By:

Approved By:
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Agenda Item: 11.C
Date of Meeting: June 22, 2026
Department: Police
To: City Council
From: Nate Derr
Subject: Discussion and Action Regarding the City's Automated License Plate Reader (ALPR) Program and Flock Safety System
Prepared On: June 16, 2026

STAFF REPORT
Background/History:

The Bishop Police Department implemented the Flock Safety Automated License Plate Reader (ALPR) system to assist with criminal investigations, recovery of stolen vehicles, identification of wanted suspects, and the investigation of crimes occurring within the City of Bishop and surrounding region.

The system consists of strategically placed ALPR cameras located along major transportation corridors and public roadways. Cameras are not located in residential neighborhoods and are not directed at private residences. The system captures license plate information and vehicle descriptors, including make, model, color, and distinguishing characteristics.

The City also operates traditional closed-circuit security cameras at the Tesla Lot and Talmage Park. These cameras are not ALPR cameras and are not connected to the Flock informationsharing network.

Since implementation, the Flock system has assisted in approximately 85 criminal investigations involving:

Stolen vehicles
Stolen license plates
Theft investigations
Vandalism investigations
Drug trafficking investigations
Wanted felony suspects
Kidnapping
The Bishop Police Department currently serves as the primary law enforcement agency for the City of Bishop and relies upon modern technology to assist with criminal investigations and public safety efforts.
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Analysis/Discussion:

Since concerns regarding the ALPR system were raised, City staff and Police Department personnel have undertaken significant public outreach efforts.

These efforts have included:

Multiple public City Council meetings where the ALPR program was discussed.

Publicly available ALPR policies and annual reports.

A public meeting with concerned citizens held on June 10, 2026.

Multiple individual meetings with concerned citizens.

Demonstrations of the Flock system and explanation of how information is collected, stored, searched, and accessed.

Discussions regarding privacy concerns, data retention, information sharing, and legal compliance.

Staff has worked extensively to answer questions and provide factual information regarding the operation of the system.

As part of the review process, staff requested and received additional information from Flock Safety regarding:

Data storage practices
Data transfer and encryption methods
Cybersecurity protections
Audit capabilities
Artificial intelligence technologies utilized by the platform Information provided by Flock Safety indicates that the system utilizes computer vision and machine-learning technologies to identify vehicle characteristics such as:

License plate numbers
Vehicle make
Vehicle model
Vehicle color
Vehicle characteristics
The system does not utilize facial recognition technology.

Data is encrypted during transmission and storage and access is restricted to authorized personnel. User activity is logged and auditable.

The Bishop Police Department participates in the Flock Safety information-sharing network which allows authorized law enforcement agencies to share ALPR information for legitimate law enforcement purposes.
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This information sharing assists agencies with:

Locating stolen vehicles
Identifying suspect vehicles
Locating wanted persons
Investigating crimes occurring across jurisdictional boundaries The Bishop Police Department does not share live video feeds through the Flock network.

The Department's participation in information sharing has been conducted in compliance with California law, including Senate Bill 54 (SB 54).

During discussions with concerned citizens, staff offered and discussed several possible compromises, including:

Disabling information sharing with outside agencies.

Restricting information-sharing permissions.

Reviewing camera locations.

Reviewing retention periods.

Reviewing and modifying policy language.

Staff advised concerned citizens that the City remains open to reviewing alternative technologies or vendors.

As of the date of this report, staff has not received a list of alternative vendors or alternative technological solutions for evaluation.

A primary concern raised during public discussions has been whether the City should continue utilizing a networked ALPR platform or move to traditional closed-circuit camera systems.

Traditional security cameras can be effective investigative tools. However, they typically require officers or investigators to manually review footage and identify relevant information.

This process can be labor intensive and may delay investigations.

Modern ALPR technology uses automated analysis to rapidly identify vehicles associated with criminal activity and provides investigators with information in near real time.

The principal value of the Flock system is not solely the capture of license plate information but the ability to rapidly compare information across jurisdictions and provide investigative leads at modern technology speeds.

Criminal activity frequently crosses jurisdictional boundaries. Stolen vehicles, wanted persons, narcotics trafficking, organized theft rings, and other criminal activity routinely move between cities and counties.

The Flock network allows agencies to identify those connections quickly and efficiently. 177
California law enforcement history provides several examples demonstrating the importance of information sharing between agencies.

One of the most notable examples is the investigation of the Golden State Killer. Crimes were committed across multiple jurisdictions over many years and were investigated by numerous agencies. Investigators later determined that connecting information from multiple jurisdictions was critical to ultimately identifying the suspect.

Similarly, statewide systems for missing persons, child abductions, auto theft investigations, and organized retail theft investigations have been expanded because criminal activity frequently crosses jurisdictional boundaries.

Modern law enforcement information-sharing systems were developed in response to lessons learned from cases where critical information was not readily available to neighboring agencies.

The ability to share information quickly is now considered a standard law enforcement practice throughout California.

Automated License Plate Reader technology is currently utilized by neighboring cities, counties, and law enforcement agencies throughout the Eastern Sierra region and California.

If the City of Bishop were to discontinue ALPR technology entirely, the Bishop Police Department would become the only local law enforcement agency in the immediate region not utilizing this investigative tool.

Impacts to Council Goals and Strategic Planning Priorities:

Having this ALPR system aligns with the City of Bishop Strategic plan Objectives:

4.2- Support a connected and engaged community where all residents feel represented and informed.

4.6- Investing in modernizing business functions and streamlining processes.

5.3 Continue to address crime trends through strategic operations and address crime rates through proactive law enforcement and innovative police practices.

Budget Impacts:

The City has invested roughly $200,000 in the Flock Safety system and associated public safety camera infrastructure.

Should the City elect to discontinue the system, the City would not realize the full value of this investment and may incur additional costs associated with removal, replacement, or procurement of alternative technology.

Legal Review:

City Attorney Pucci has reviewed this item and finds it complies with the law.

Recommended Action:

Conduct a discussion regarding the City's Automated License Plate Reader (ALPR) Program 178
and provide direction to staff to:

1. Continue utilizing the current Flock Safety ALPR system;

2. Direct staff to solicit proposals from alternative vendors for consideration;

3. Discontinue the use of ALPR technology within the City of Bishop.

Approved By: Ethan Aukee 6/16/2026
Approved By: Robin Picken 6/16/2026
Approved By: Dean Pucci 6/18/2026
Approved By: Pam Foster 6/18/2026
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Agenda Item: 11.D
Date of Meeting: June 22, 2026
Department: Community Services
To: City Council
From: Dan McElroy
Subject: Authorization to Advertise for Bids - Field 6 Rehabilitation Project Attachments: Field 6 Site Map.pdf
Field 6 Plans
Field6_BICs_Bid
Field6_TechSpecs_Bid
Field 6 Bid Estimate

STAFF REPORT
Background/History:

The Field 6 Rehabilitation Project was identified as a priority project in the City's Strategic Plan. An engineering vendor, Wood Rodgers was selected to draft the design plans, engineering estimate, and specifications for this project. Documents for the Field 6 Rehabilitation Project have been completed and are ready for public bidding.

Analysis/Discussion:

The Field 6 Rehabilitation Project is now at a stage where construction bids can be solicited.

Advertising for bids will allow qualified contractors to submit competitive proposals for completing work. Community Services staff will evaluate all bids received and return to the City Council with a recommendation for contract award at a future meeting.

Impacts to Council Goals and Strategic Planning Priorities:

The Field 6 Rehabilitation Project was identified as a priority project in the City of Bishop Strategic Plan in 2025.

Budget Impacts:

If allowed to move forward, the budget impacts will be $1,294,00 to the 2026-2027 Parks Budget Capital Improvement 001-031-56027, for the construction of the Field 6 Rehabilitation Project.

Legal Review:

Attorney Pucci has reviewed this item and finds that the recommended action complies with the law.

Recommended Action:

City Council to authorize the advertisement and solicitation for the Field 6 Rehabilitation 180
Project and authorize the City Administrator to take actions to proceed with the bidding process.

Approved By: Dean Pucci 6/18/2026
Approved By: Pam Foster 6/18/2026
Approved By:

Approved By:
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Know what'sbelow. Callbefore you dig. R 6/17/2026
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FOR ALL STREETS
SEE NOTE 3

PAVEMENT PATCH DEPTH TO MATCH

CONTIGUOUS PAVEMENT BUT NOT
LESS THAN 4", MAX 8" ON ALL STREETS BASE DEPTH TO MATCH EXISTING, BUT NOT LESS THAN 6"

TACK COAT ALL
EDGES

EXISTING PAVEMENT

SURFACE

EXISTING BASE
CLASS 2 AGGREGATE BASECOMPACTED TO A MINIMUM95% RELATIVE COMPACTION

SECTION

SAW CUT EDGE PARALLEL OR
PERPENDICULAR TO TRENCH, TYP.

TRENCH BACKFILL

MATERIAL
TRENCH
WALLS
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4"
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2 1253 48" AFF +18" AFF COMBO DUAL USB CHARGER / DUPLEX RECEPTACLE, 5.1A, (1) TYPE A & (1) TYPE C USB (3.1, 3.0, 2.0 AND 1.1 COMPATIBLE), 20A, 125V, NEMA 5-20R, +18AFF QUAD USB CHARGER, 5.1A, (2) TYPE A & (2) TYPE C USB (3.1, 3.0, 2.0 AND 1.1 COMPATIBLE), +18AFF CONFIGURATION 2 BLANKS BRANCH CIRCUIT (WHEN TIC MARKS ARE NOT SHOWN) = (1) PHASE, (1) NEUTRAL AND (1) GROUNDING CONDUCTOR L RE
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KH = LIGHTING = RECEPTACLES = EQUIPMENT = MOTOR = LARGEST MOTOR = KITCHEN EQUIP = ELECTRIC HEAT NOTE: "(E)" IN HOMERUN INDICATES NEW HOMERUN TO EXISTING PANEL PANELBOARD: SURFACE MOUNTED PANELBOARD: FLUSH MOUNTED SWITCHBOARD OR DISTRIBUTION PANEL TRANSFORMER PULLBOX / VAULT MOTOR STARTER COMBINATION MOTOR STARTER COMBINATION MOTOR STARTER PROVIDED BY OTHERS (COORDINATE WITHSTAND RATINGS WITH EQUIP SUPPLIER) DISCONNECT SWITCH - FUSIBLE (FUSED PER EQUIP. NAMEPLATE) DISCONNECT SWITCH - NON-FUSIBLE DISCONNECT SWITCH PROVIDED BY OTHERS (COORDINATE WITHSTAND RATINGS WITH EQUIP SUPPLIER) VARIABLE FREQUENCY DRIVE VARIABLE FREQUENCY DRIVE PROVIDED BY OTHERS (COORDINATE WITHSTAND RATINGS WITH EQUIP SUPPLIER) ENCLOSED CIRCUIT BREAKER GROUND ROD SHUNT TRIP STATION OR EMERGENCY PUSHBUTTON REMOTE METER NOTE: THIS IS A MASTER SYMBOL LIST. IT MAY BE THAT NOT ALL SYMBOLS SHOWN ARE USED WITHIN THIS SET OF PLANS. HEIGHTS GIVEN ARE TO TOP OF BOX. BREAKERS: 20 = SINGLE POLE CIRCUIT BREAKER 20/2 = TWO POLE CIRCUIT BREAKER 20/3 = THREE POLE CIRCUIT BREAKER 20A = ARC FAULT CIRCUIT BREAKER 20C = CONTROLLABLE CIRCUIT BREAKER 20G = GFI CIRCUIT BREAKER SCE SOUTHER CALIFORNIA EDISON DRAWING SCHEDULE SHEET DESCRIPTION 4 E-1 ELECTRICAL LEGEND & DRAWING SCHEDULE E-2 ELECTRICAL SPECIFICATIONS E-3 ONELINE DIAGRAM & LOAD CALCULATION E-4 ELECTRICAL SITE PLAN TOTAL SHEETS IN ISSUE:

AE-1 TYP 12" TRENCH DETAIL SCALE: NONE
12"
24" MIN.
12" 6" 6" 6" ELECTRIC WARNING TAPE SAND NATIVE BACKFILL @ 95% COMPACTION @ 95% COMPACTION CONDUIT (SEE PLANS) #10 LOCATING WIRE (REQUIRED FOR TELECOM CONDUITS) FINISHED GRADE 12"
36" TREATED WOOD OR CONCRETE (OPTIONAL) LIFTING EYE COMPOSOLITE LID 30-1/2" (TYPICAL)
2"
ELECTRICAL ALIGN PROPERLY. USE PENTA HEAD BOLTS WILL NOT L-SHAPED BOLTS. (TYP) 17-1/2" CONCRETE 12" EXTN CONCRETE
12"
22-1/4" 12" EXTN
35-1/4"
12" SCALE:

B NON-TRAFFIC PULL BOX E-1 NONE N-36 CONCRETE

FOR BIDDING PURPOSES ONLY
BISHOP CITY PARK 8715.004
JUNE 2026
AS SHOWN FIELD 6 REHABILITATION
1361 Corporate Blvd Tel 775.823.4068
Fax 775.823.4066 Reno, NV 89502
BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 681 Sierra Rose Dr., Ste B | Reno, NV 89511 | 775.826.9010 4601 DTC Blvd., Ste 740 | Denver, CO 80237 | 720.481.3290 8112 Maryland Ave., Ste 400 | Clayton, MO pkelectrical.com | PK#26006 NBA
NBA
JEG E-1

ELECTRICAL LEGEND & DRAWING

SCHEDULE
06/16/2026
208
PART 1 - GENERAL SUMMARY
· THE WORK UNDER THIS DIVISION SHALL CONSIST OF ALL LABOR, MATERIALS, EQUIPMENT, SERVICES AND RELATED ACCESSORIES, ETC. NECESSARY AND REQUIRED TO COMPLETE ALL WORK AS SHOWN OR INFERRED ON THE DRAWINGS AND IN THE SPECIFICATIONS (CONTRACT DOCUMENTS). · PROVIDE FIXED ELECTRICAL EQUIPMENT, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. · PROVIDE EQUIPMENT AND/OR WIRING NORMALLY FURNISHED OR REQUIRED FOR COMPLETE ELECTRICAL SYSTEMS BUT NOT SPECIFICALLY SPECIFIED ON THE DRAWINGS AND/OR IN SPECIFICATIONS, AS THOUGH SPECIFIED BY BOTH. · ALL EQUIPMENT AND WIRING SHALL BE NEW, EXCEPT WHERE SPECIFICALLY SHOWN OR SPECIFIED OTHERWISE. RELATED WORK SPECIFIED ELSEWHERE COORDINATION: THE CIVIL, ARCHITECTURAL, MECHANICAL, KITCHEN AND INTERIOR DRAWINGS CONTAIN DETAIL DESCRIPTIONS, CIRCUITING AND CONNECTION REQUIREMENTS WHICH ARE PART OF DIVISION 26 RESPONSIBILITIES. ELECTRICAL CONTRACTOR SHOULD NOT SUBMIT BIDS ON THIS PROJECT BEFORE REVIEWING ALL PROJECT DRAWINGS, SPECIFICATIONS AND ADDENDA. ADOPTED CODES· CALIFORNIA BUILDING CODE (CBC) PUBLISHED BY THE INTERNATIONAL CODE COUNCIL (ICC) · CALIFORNIA ELECTRICAL CODE (CEC) PUBLISHED BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) · CALIFORNIA FIRE CODE (CFC) PUBLISHED BY THE INTERNATIONAL CODE COUNCIL· NATIONAL FIRE CODES (NFPA STANDARDS) PUBLISHED BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AS REFERENCED IN THE 2024 INTERNATIONAL FIRE CODE· CALIFORNIA TITLE 24· THE MOST CURRENT REGULATIONS OF THE CALIFORNIA STATE FIRE MARSHAL, CALIFORNIA DEPARTMENT OF PUBLIC SAFETY. · THE MOST CURRENT EDITION OF THE AMERICANS WITH DISABILITIES ACT (ADA) PUBLISHED BY THE UNITED STATES DEPARTMENT OF JUSTICE INCLUDING THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) DEFINITIONS PROVIDE FURNISH, INSTALL, CONNECT AND TEST UNTIL COMPLETE WIRE FURNISH ALL NECESSARY WIRING, CONNECT AND TEST UNTIL COMPLETE INSTALL FURNISH, SET IN PLACE, WIRE AND TEST UNTIL COMPLETE WORK MATERIALS COMPLETELY INSTALLED, CONNECTED, AND TESTED UNTIL COMPLETE EQUAL ACCEPTABLE EQUAL AS DETERMINED BY THE ENGINEER REQUIREMENTS OF REGULATORY AGENCIES· OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED FOR THE WORK. COMPLY WITH ALL ORDINANCES PERTAINING TO WORK DESCRIBED HEREIN. PAY ALL EXPENSES ARISING FROM THE PROCUREMENT OF THESE CERTIFICATES AND INCLUDE IN THE BASE CONTRACT PRICE. · INSTALL WORK UNDER THIS DIVISION PER DRAWINGS, SPECIFICATIONS, LATEST ADOPTED EDITION OF THE CALIFORNIA ELECTRICAL CODE, (NFPA-70) INCLUDING LOCAL AMENDMENTS AND INTERPRETATIONS, LOCAL ADOPTED BUILDING CODES, AND ANY SPECIAL CODES HAVING JURISDICTION OVER SPECIFIC PORTIONS OF WORK WITHIN COMPLETE INSTALLATION. IN EVENT OF CONFLICT, INSTALL WORK PER MOST STRINGENT CODE REQUIREMENTS DETERMINED BY ENGINEER. THIS DOES NOT RELIEVE THE CONTRACTOR FROM FURNISHING AND INSTALLING WORK SHOWN OR SPECIFIED WHICH MAY EXCEED THE REQUIREMENTS OF SUCH ORDINANCES, LAWS, REGULATIONS AND CODES. · ALL MATERIALS, PRODUCTS, DEVICES, FIXTURES, FORMS OR TYPES OF CONSTRUCTION INCLUDED IN THIS PROJECT SHALL MEET OR EXCEED THE PUBLISHED REQUIREMENTS OF CALIFORNIA ELECTRICAL CODE (CEC), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) AND NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONS (NEMA). ALL EQUIPMENT SHALL BEAR THE UNDERWRITER'S LABORATORIES (UL) LABEL OR EQUIVALENT FROM APPROVED INDEPENDENT TESTING LABORATORY. · ARRANGE, PAY FEES FOR AND COMPLETE WORK TO PASS REQUIRED TESTS BY AGENCIES HAVING AUTHORITY OVER WORK. DELIVER TO ENGINEER COPIES OF THE CERTIFICATES OF INSPECTION AND APPROVAL ISSUED BY AUTHORITIES AND PROVIDE ORIGINAL COPY OF EACH CERTIFICATE TO OWNER. · WHEN REQUIRED BY LAW OR REGULATIONS, THE GOVERNMENTAL AGENCY HAVING JURISDICTION FOR INSPECTIONS SHALL BE GIVEN REASONABLE NOTICE AND OPPORTUNITY TO INSPECT THE WORK. ANY WORK THAT IS ENCLOSED OR COVERED UP BEFORE SUCH INSPECTION AND TEST SHALL BE UNCOVERED AT THE CONTRACTOR'S EXPENSE; AFTER IT HAS BEEN INSPECTED, THE CONTRACTOR SHALL RESTORE THE WORK TO ITS ORIGINAL CONDITION AT THEIR OWN EXPENSE. DRAWINGS AND SPECIFICATIONS· DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY. WORK CALLED FOR BY ONE IS BINDING AS IF CALLED FOR BY BOTH. ANY DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION DURING THE BIDDING PERIOD. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE TO THE CONTRACTOR BY REASON OF THEIR FAILURE TO HAVE BROUGHT SAID DISCREPANCIES TO THE ATTENTION OF THE CONSULTANT DURING THE BIDDING PERIOD OR BY REASON OF ANY ERROR ON THE CONTRACTOR'S PART. · DRAWINGS ARE SCHEMATIC AND DIAGRAMMATIC IN NATURE. DRAWINGS SHOW GENERAL RUN OF CIRCUITS AND APPROXIMATE LOCATION OF EQUIPMENT. THE CONTRACTOR SHALL REVIEW DRAWINGS OF ALL TRADES TO ASSURE COORDINATION PRIOR TO PLACEMENT OF WORK. RIGHT IS RESERVED TO CHANGE LOCATION OF EQUIPMENT AND DEVICES, AND ROUTING OF CONDUITS WITHIN 10 FEET, WITHOUT EXTRA COST TO OWNER (PRIOR TO ROUGH-IN). · USE DIMENSIONS IN FIGURES, SHOP DRAWINGS, ETC. AND ACTUAL SITE MEASUREMENTS IN PREFERENCE TO SCALED DIMENSIONS. DO NOT SCALE DRAWINGS FOR EXACT SIZES OR LOCATIONS - USE DIMENSIONED DETAILS OR ACTUAL FIELD CONDITIONS. VERIFY ITEM MOUNTING HEIGHTS AS REQUIRED BY PROJECT CONDITIONS PRIOR TO ROUGH-IN. · THE ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER ALL OTHER DRAWINGS IN MATTERS OF DIMENSIONS. DISCREPANCIES BETWEEN DIFFERENT DRAWINGS OR BETWEEN DRAWINGS AND SPECIFICATIONS, OR REGULATIONS AND CODES GOVERNING THE INSTALLATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING FOR DETERMINATION. · LAYOUT EQUIPMENT AS SHOWN ON DRAWINGS AS CLOSE AS POSSIBLE. VERIFY ACCESS REQUIREMENTS FOR EQUIPMENT ACTUALLY FURNISHED,AND ADJUST LAYOUT TO COMPLY WITH CEC 110. RIGHT IS RESERVED TO CHANGE LAYOUT WITHIN 10 FEET WITHOUT ADDITIONAL COST (PRIOR TO ROUGH-IN). · ALL DEVICES, LIGHT FIXTURES, ETC. LOCATED IN CEILING TILES SHALL BE LOCATED IN THE CENTER OF THE CEILING TILE UNLESS SPECIFICALLY NOTED OR APPROVED TO DO OTHERWISE. · THE CONTRACTOR IS RESPONSIBLE TO FIELD MEASURE AND CONFIRM THE MOUNTING HEIGHTS AND LOCATION OF ELECTRICAL EQUIPMENT WITH RESPECT TO COUNTERS, DOORWAYS, AND OTHER ARCHITECTURAL, MECHANICAL OR STRUCTURAL WORK. DO NOT SCALE DISTANCES OFF THE ELECTRICAL DRAWINGS. USE ACTUAL BUILDING DIMENSIONS. · EXECUTION OF CONTRACT IS EVIDENCE THAT CONTRACTOR HAS EXAMINED ALL EXISTING CONDITIONS, DRAWINGS AND SPECIFICATIONS RELATED TO WORK, AND IS INFORMED AS TO EXTENT AND CHARACTER OF WORK. LATER CLAIMS FOR LABOR AND MATERIALS REQUIRED DUE TO DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE BEEN FORESEEN HAD EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED. · ALL WORK CALLED FOR IN THIS SECTION OF THE PLANS AND SPECIFICATIONS SHALL BE PERFORMED UNDER THIS SECTION, REGARDLESS OF WHETHER SUCH WORK MAY ALSO HAVE BEEN CALLED FOR IN OTHER SECTION(S). DISCREPANCIES IN OR CONFLICTS AMONG THE VARIOUS PARTS OF THE CONTRACT DRAWINGS SHALL NOT RELIEVE CONTRACTOR OF THEIR OBLIGATION TO PERFORM. · NO ATTEMPT HAS BEEN MADE TO ESTABLISH THE REQUIRED SECTIONS OR SPLITS OF EQUIPMENT RELATIVE TO THE SIZE OF ACCESS INTO THE SPACE, BUILDING, ETC. CONTRACTOR SHALL ESTABLISH ALL SAID SPLITS, SECTIONS, ETC. NECESSARY TO INSTALL EQUIPMENT COMPLETE WITHOUT UNDUE DISASSEMBLY OF EQUIPMENT OR DEMOLITION OF BUILDING PARTS AT SITE OF WORK. · CHARGES FOR EXTRA WORK ARE NOT ALLOWED UNLESS WORK IS AUTHORIZED BY WRITTEN ORDER FROM THE OWNER'S REPRESENTATIVE APPROVING CHARGES FOR WORK. · CHECK ALL DOOR SWINGS SO LIGHTING CONTROL DEVICES ARE NOT LOCATED BEHIND DOORS. RELOCATE DEVICES AS REQUIRED WITH THE CONSULTANT'S REVIEW. COPYRIGHT THESE PLANS, SPECIFICATIONS, AND ALL RELATED ADDENDA AND DOCUMENTS CONSTITUTE COPYRIGHT MATERIALS OF PK ELECTRICAL. ALL RIGHTS CONFERRED BY THE COPYRIGHT AND SIMILAR LAWS ARE RESERVED TO PK ELECTRICAL. THESE MATERIALS SHALL REMAIN THE SOLE PROPERTY OF PK ELECTRICAL AND MAY NOT BE REPRODUCED, DISTRIBUTED TO OTHERS OR USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE PRIOR WRITTEN CONSENT OF PK ELECTRICAL. SUBMITTALS BEFORE ORDERING ANY EQUIPMENT, CONTRACTOR SHALL SUBMIT SIX COPIES OF FACTORY SHOP DRAWINGS FOR ALL LIGHTING FIXTURES, LIGHTING CONTROLS, SWITCHGEAR, PANELS, CIRCUIT BREAKERS, MOTOR CONTROLLERS, DISCONNECTS WIRING DEVICES, PLATES, RACEWAYS AND FITTINGS, ETC. PROPOSED FOR THIS PROJECT. ITEM DESCRIPTION DESCRIPTION SECTION 260000 ELECTRICAL SPECIFICATIONS SUBSTITUTIONS PROPOSED SUBSTITUTIONS SHALL BE EQUAL OR SUPERIOR TO SPECIFIED ITEMS IN ALL RESPECTS. DETERMINATION OF EQUALITY RESTS SOLELY WITH ENGINEER. SUBSTITUTIONS MUST BE SUBMITTED A MINIMUM OF 10 WORKING DAYS PRIOR TO BID FOR CONSIDERATION. PROPOSED SUBSTITUTIONS PROVIDED LATER WILL NOT BE REVIEWED OR ALLOWED. BID SUBSTITUTED MATERIAL WILL ONLY BE ALLOWED IF ACCEPTED IN WRITING BY ENGINEER. EXAMINATION OF SITE AND EXISTING CONDITIONS BEFORE SUBMITTING A PROPOSAL, CONTRACTOR SHALL EXAMINE THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND LIMITATIONS. NO EXTRAS WILL BE ALLOWED BECAUSE OF THE CONTRACTOR'S MISUNDERSTANDING OF THE AMOUNT OF WORK INVOLVED OR HIS LACK OF KNOWLEDGE OF ANY SITE CONDITIONS WHICH MAY AFFECT HIS WORK. ANY APPARENT VARIANCE OF THE DRAWINGS OR SPECIFICATIONS FROM THE EXISTING CONDITIONS AT THE SITE SHALL BE CALLED TO ATTENTION OF THE ENGINEER BEFORE SUBMITTING A PROPOSAL. EXISTING OUTLETS EXISTING OUTLETS AND CIRCUITING NOT IN CONFLICT WITH NEW CONDITIONS SHALL REMAIN. EXTEND OUTLETS TO NEW SURFACES, CAULK AND PROVIDE JUMBO PLATES AS REQUIRED TO PRESENT A SERVICEABLE AND FINISHED APPEARANCE. EXISTING SWITCHGEAR REUSE EXISTING SWITCHGEAR AND PANELS IN PLACE WHERE SO INDICATED. MODIFY AS REQUIRED TO ACCOMMODATE NEW WORK. PROVIDE NEW CIRCUIT BREAKERS AND/OR FUSES AS REQUIRED. MATCH AIC RATINGS. REARRANGE EXISTING CIRCUITS WITHIN PANELS TO AGREE WITH NEW PANEL SCHEDULES. TRACE AND IDENTIFY ALL EXISTING CIRCUITS ON NEW RECORD PANEL SCHEDULES. EXISTING PANELBOARDS · RING OUT CIRCUITS IN EXISTING PANELS. WHERE ADDITIONAL CIRCUITS ARE NEEDED REUSE CIRCUITS AVAILABLE FOR REUSE. INSTALL NEW BREAKERS AS INDICATED ON DRAWINGS. MATCH AIC RATINGS. · TAG UNUSED CIRCUITS AS SPARE. · WHERE EXISTING CIRCUITS ARE INDICATED TO BE REUSED, USE SENSING MEASURING DEVICES TO VERIFY THAT CIRCUITS FEEDING PROJECT AREA ARE NOT IN USE OR OVERLOADED. · REMOVE EXISTING WIRE NO LONGER IN USE FROM PANEL TO EQUIPMENT. · PROVIDE NEW UPDATED TYPED DIRECTORIES IN ANY MODIFIED PANEL. PART 2 - PRODUCTS MATERIALS· ALL MATERIAL SHALL BE NEW, AND HAVE A UL LABEL WHERE AVAILABLE. IF UL LABEL IS NOT AVAILABLE, MATERIAL SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE NEMA, IEEE AND FEDERAL STANDARDS. USE UL LABELED COMPONENTS IN ASSEMBLIES THAT DO NOT HAVE OVERALL UL LABEL. ALL EQUIPMENT SHALL COMPLY WITH THE TERMS "LISTED AND LABELED" AS DEFINED IN THE CEC 70, ARTICLE 100. SUBMIT LETTER STATING COMPLIANCE WITH THESE REQUIREMENTS. · UTILIZE ONE OF THE MANUFACTURERS LISTED TO FURNISH ALL OF THE MAJOR EQUIPMENT (I.E. PANELS, TRANSFORMERS, BUS DUCT, SWITCHGEAR, CIRCUIT BREAKERS, ETC.) REQUIRED FOR THIS PROJECT. · ALL MATERIAL AND EQUIPMENT SHALL BE NEW AND OF THE HIGHEST QUALITY AVAILABLE ("SPECIFICATION GRADE"). SERVICE EQUIPMENT SHALL BE FACTORY-ASSEMBLED COMMERCIAL-GRADE, CONFIGURED PER SERVING UTILITY STANDARDS. WIRING DEVICES SHALL BE SPECIFICATION GRADE WITH NYLON PLATES, WHITE UNLESS OTHERWISE NOTED, RAISED STEEL BOX COVERS MAY BE USED IN UTILITY AREAS. · ALL EQUIPMENT AND CIRCUITING ACCESSIBLE BY THE PUBLIC SHALL BE TAMPER-PROOF AND VANDAL RESISTANT. OPENABLE DEVICES AND EQUIPMENT SHALL BE PADLOCKABLE. DISTRIBUTION EQUIPMENT DISTRIBUTION EQUIPMENT SHALL BE DEAD-FRONT, PANELBOARD OR SWITCHBOARD TYPE AS INDICATED, UL-LABELED AND ENCLOSED IN A NEMA HOUSING APPROPRIATE TO ITS LOCATION AND APPLICATION WITH HINGED WIREWAY COVERS. BUSSING, DEVICE FINGERS AND LUGS SHALL BE COPPER UNLESS INDICATED ON DRAWINGS. AIC RATINGS SHOWN ON PLANS ARE MINIMUM RATINGS; CIRCUIT BREAKERS SHALL BE IN EXCESS OF THE AVAILABLE FAULT CURRENT. SERIES-RATING OF UPSTREAM AND DOWNSTREAM CIRCUIT BREAKERS TO ACHIEVE REQUIRED FAULT CURRENT RATINGS IS PROHIBITED UNLESS APPROVED BY ENGINEER IN WRITING. PANELBOARDS PANELS SHALL HAVE FLUSH MONO-FLAT TRIM, LOCKING DOOR-IN-DOOR HINGED COVERS AND BOLT-ON CIRCUIT BREAKERS. BUSSING SHALL BE COPPER UNLESS INDICATED ON DRAWINGS. FLUSH-MOUNTED PANELS SHALL HAVE EMPTY CONDUITS STUBBED TO ACCESSIBLE ATTIC SPACE: ONE 1" CONDUIT FOR EACH FOUR SPARE/SPACE CIRCUITS. PROVIDE ONE TYPED AND ONE SPARE PANEL SCHEDULE FOR OWNER'S USE. SCHEDULES SHALL BE TWO COLUMN TYPE WITH ODD CIRCUIT NUMBERS ON THE LEFT AND EVEN NUMBERS ON THE RIGHT. TRANSFORMERS TRANSFORMERS SHALL BE SELF VENTILATED DRY-TYPE WITH COPPER BUSSING UNLESS INDICATED OTHERWISE AND SHALL BE UL LISTED AS SUITABLE FOR INSTALLATION IN INTERIOR LOCATIONS. INSULATION SHALL BE MINIMUM 220 DEGREE CELSIUS OPERATION. PROVIDE SIX 2 1/2% VOLTAGE ADJUSTING TAPS - TWO ABOVE AND FOUR BELOW RATED PRIMARY VOLTAGE. IMPEDANCE FOR UNITS ABOVE 15KVA SHALL BE MINIMUM 5%. TRANSFORMERS SHALL BE CONNECTED WITH SEALTIGHT FLEXIBLE CONDUIT WITH SEPARATE INTERNAL GROUND WIRE. CIRCUITING ALL WIRING SHALL BE IN CONDUIT, CONCEALED EXCEPT WHERE NOTED. EMT WITH STEEL SET SCREW INSULATED-THROAT FITTINGS SHALL BE USED IN DRY, PROTECTED INTERIOR LOCATIONS. PVC SCHEDULE 40 SHALL BE USED BELOW GRADE AT MINIMUM-24". WRAPPED RIGID ELBOWS AND RISERS SHALL BE USED FOR ALL THROUGH-GRADE AND CONCRETE SLAB TRANSITIONS AND STUB-UPS. RGS OR IMC CONDUIT WITH THREADED FITTINGS SHALL BE USED IN ALL LOCATIONS WHERE EXPOSED TO THE ELEMENTS OR SUBJECT TO PHYSICAL DAMAGE. FMC MAY BE USED FOR FINAL CONNECTION TO LIGHTING FIXTURE FROM J-BOX. FIXTURE WHIPS MAY NOT EXCEED 6' IN LENGTH. METAL CLAD CABLE (TYPE MC) WILL BE ACCEPTABLE FOR SINGLE CIRCUIT BRANCH CIRCUITING, FLEXIBLE WHIPS FROM JUNCTION BOXES TO LIGHTING FIXTURES AND WITHIN CASEWORK. TYPE MC CABLE MAY NOT BE USED FOR HOMERUNS. ENT IS NOT ALLOWED. CONNECT RECESSED AND SUSPENDED LIGHTING FIXTURES, MOTORIZED AND VIBRATING EQUIPMENT WITH STEEL FLEX. ALL CONDUIT SHALL HAVE PULL CORD IF OTHERWISE EMPTY. CONNECT PUMP MOTORS WITH LIQUID TIGHT FLEXIBLE METAL CONDUIT. WIRING· WIRE SHALL BE COPPER UNLESS OTHERWISE INDICATED. MINIMUM WIRE SIZE SHALL BE #12 AWG. WHERE ALUMINUM IS ALLOWED, WIRE SHALL BE TERMINATED IN AN INSULATED CU/AL RATED COMPRESSION TERMINAL FITTING (MAC-ADAPT OR EQUAL). INSULATION SHALL BE THW, THWN OR THHN. · UNLESS OTHERWISE REQUIRED BY LOCAL ORDINANCES, GROUND WIRES SHALL BE GREEN, NEUTRAL WIRES SHALL BE WHITE (120V) OR GREY (277V) AND PHASE WIRES SHALL BE BLACK (PHASE A), RED (PHASE B), AND BLUE (PHASE C) FOR A 120/208 VOLT SYSTEM AND BROWN (PHASE A), ORANGE (PHASE B), AND YELLOW (PHASE C) FOR A 277/480 VOLT SYSTEM. FUSES FUSES SHALL BE SIZED PER ACTUAL NAMEPLATE OF EQUIPMENT SERVED. FUSES SHALL BE DUAL-ELEMENT, CURRENT-LIMITING, AND SHALL BE INTERCHANGEABLE BETWEEN FRAME SIZES WITH STANDARD FACTORY FUSE REDUCERS. FUSES SHALL BE AS FOLLOWS UNLESS OTHERWISE INDICATED: · CIRCUITS 601 TO 6000 AMPERES SHALL BE PROTECTED BY CURRENT LIMITING BUSSMANN LOW-PEAK TIME-DELAY FUSES KRP-C - UL CLASS L. · CIRCUITS 0 TO 600 AMPERES SHALL BE PROTECTED BY CURRENT LIMITING BUSSMANN LOW-PEAK DUAL-ELEMENT FUSES LPN-RK (600 VOLTS) - UL CLASS RKI. · ALL DUAL-ELEMENT FUSES SHALL HAVE SEPARATE OVERLOAD AND SHORT-CIRCUIT ELEMENTS. · PROVIDE SPARE FUSE CABINET AFTER THE COMPLETION OF THE PROJECT WITH ONE SET OF SPARE FUSES FOR EVERY SIZE USED. WIRING DEVICES WIRING DEVICES SHALL BE AS FOLLOWS: · RECEPTACLES - 120V, 20A, NEMA 5-20R, SPECIFICATION GRADE, SIDE AND BACK WIRED WITH CLAMP TYPE TERMINALS, NYLON, WHITE, 2 POLE, 3 WIRE GROUNDING. · SWITCHES - 120V/277V, 20A, WHITE, HEAVY DUTY, SILENT TYPE SPECIFICATIONS GRADE. · DEVICE PLATE SHALL BE NYLON, WHITE COLOR WITH MATCHING SCREWS. · RECEPTACLES IN WET LOCATIONS SHALL BE INSTALLED WITH A HINGED OUTLET COVER/ENCLOSURE CLEARLY MARKED SUITABLE FOR WET LOCATIONS WHILE IN USE AND UL LISTED EQUAL TO TAY MAC SPECIFICATIONS GRADE. PART 3 - EXECUTION VISIT TO SITE VISIT SITE, AND SURVEY EXISTING CONDITIONS AFFECTING WORK PRIOR TO BID. INCLUDE NECESSARY MATERIALS AND LABOR TO ACCOMPLISH THE ELECTRICAL WORK, INCLUDING RELOCATION OF EXISTING SERVICES AND UTILITIES ON BUILDING SITE IN BID. NO CONSIDERATION SHALL BE GIVEN TO FUTURE CLAIMS DUE TO EXISTING CONDITIONS. ANY DISCREPANCIES OR INTERFERENCES SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER. WORKMANSHIP · ALL WORK PERFORMED SHALL BE FIRST CLASS WORK IN EVERY ASPECT. THE WORK SHALL BE PERFORMED BY MECHANICS SKILLED IN THEIR RESPECTIVE TRADES, WHO SHALL AT ALL TIMES BE UNDER THE SUPERVISION OF COMPETENT PERSONS. ALL WORK SHALL BE INSTALLED TO COMPLY WITH NECA'S "STANDARD OF INSTALLATION." · IN ADDITION TO THE MATERIALS SPECIFIED ELSEWHERE, FURNISH AND INSTALL ALL OTHER MISCELLANEOUS ITEMS NECESSARY FOR THE COMPLETION OF THE WORK TO THE EXTENT THAT ALL SYSTEMS ARE COMPLETE AND OPERATIVE. · ALL WORK UNDER THIS SECTION SHALL BE PERFORMED IN COOPERATION WITH THE WORK PERFORMED UNDER ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR THE PROJECT IN ORDER TO AVOID INTERFERENCE WITH OTHER WORK AND TO SECURE THE PROPER INSTALLATION OF ALL WORK. REFER THE DRAWINGS AND SPECIFICATIONS COVERING THE WORK TO BE PERFORMED UNDER ALL SECTIONS, SO THAT THE RELATION AND EXTENT OF THE WORK OF THIS SECTION WITH RESPECT TO THE WORK OF ALL OTHER SECTIONS IS UNDERSTOOD. GIVE RIGHT OF WAY TO RACEWAYS AND PIPING SYSTEMS INSTALLED AT A REQUIRED SLOPE. · CONDUIT SYSTEMS MUST BE COMPLETE PRIOR TO INSTALLATION OF WIRING. CHANGE ORDERS· ADDITIONAL WORK MAY BE REQUIRED ON THE PROJECT WHICH IS OUTSIDE THE SCOPE OF THE CONTRACT. SUCH ADDITIONAL WORK WILL BE DESCRIBED IN SUPPLEMENTAL INSTRUCTIONS AND/OR CLARIFICATIONS, TO BE ESTIMATED AND PRICED BY THE CONTRACTOR, AND ACCEPTED BY THE OWNER, PRIOR TO COMMENCING WORK. PROPOSALS SHALL INCLUDE A LIST OF QUANTITIES OF ALL MATERIAL BEING USED WITH UNIT COSTS BROKEN DOWN INTO MATERIAL AND LABOR COSTS PER UNIT. CONTRACTOR SHALL PROVIDE ACTUAL EQUIPMENT QUOTES WHEN REQUESTED BY ENGINEER. · MATERIAL COSTS AND LABOR UNITS SHALL NOT EXCEED THE LATEST EDITION OF RS MEANS ELECTRICAL COST DATA. GUARANTEE· FURNISH THE OWNER A WRITTEN GUARANTEE, STATING THAT IF THE WORKMANSHIP AND/OR MATERIAL EXECUTED UNDER THIS DIVISION IS PROVEN DEFECTIVE WITHIN (1) YEAR AFTER THE FINAL ACCEPTANCE BY THE OWNER, SUCH DEFECTS AND OTHER WORK DAMAGED WILL BE REPAIRED AND/OR REPLACED. SUBMIT WITH OPERATION AND MAINTENANCE MANUALS. · OBTAIN FROM THE VARIOUS MANUFACTURERS OR VENDORS GUARANTEES OR WARRANTIES FOR THEIR PARTICULAR EQUIPMENT OR COMPONENTS, AND DELIVER THEM TO THE OWNER. ALL GUARANTEES AND WARRANTIES PROVIDED SHALL BE REFERENCED TO THIS PROJECT. · IN EVENT THAT SYSTEMS ARE PLACED IN OPERATION IN SEVERAL PHASES AT THE OWNER'S REQUEST, GUARANTEE WILL BEGIN ON DATE EACH SYSTEM OR ITEM OF EQUIPMENT IS ACCEPTED FOR SERVICE BY THE OWNER. PROVIDE O&M MANUALS FOR ALL EQUIPMENT WHEN EQUIPMENT IS ACCEPTED FOR SERVICE BY THE OWNER. · ALL GUARANTEES AND WARRANTIES SHALL INCLUDE LABOR AND MATERIAL AT THE SITE OF INSTALLATION FOR THE DURATION OF THE GUARANTEE PERIOD. OBSERVATIONS OF WORK AND DEMONSTRATION OF OPERATION (ACCEPTANCE) · AT ALL OBSERVATIONS OF WORK, OPEN PANEL COVERS, JUNCTION BOX COVERS, PULL BOX COVERS, DEVICE COVERS, AND OTHER EQUIPMENT WITH REMOVABLE PLATES FOR OBSERVATION AS REQUESTED BY AHJ OR ENGINEER. PROVIDE SUFFICIENT PERSONNEL TO EXPEDITE COVER REMOVAL AND REPLACEMENT. · CONTRACTOR TO DEMONSTRATE OPERATION OF NEW EQUIPMENT AND/OR SYSTEMS TO SATISFACTION OF OWNER/ENGINEER. CONTRACTOR TO HAVE MANUFACTURER AVAILABLE FOR DEMONSTRATION OF EQUIPMENT AND/OR SYSTEMS WHERE REQUESTED BY OWNER/ENGINEER. FURNISH AFFIDAVIT SIGNED BY OWNER'S REPRESENTATIVE INDICATING THAT DEMONSTRATION OF OPERATION HAS BEEN PERFORMED. COOPERATION· CAREFULLY COORDINATE WORK WITH OTHER CONTRACTORS AND SUBCONTRACTORS. REFER CONFLICTS BETWEEN TRADES TO ENGINEER. PROVIDE NECESSARY INFORMATION TO OTHER TRADES FOR SUCH COORDINATION. SUCH INFORMATION SHALL INCLUDE SHOP DRAWINGS, PRODUCT DATA AND ALL OTHER REQUIRED DATA. PROVIDE A SYSTEM ERECTION/COORDINATION DRAWING SHOWING ELECTRICAL, HVAC, PLUMBING AND ARCHITECTURAL FOR INSTALLATION IN CONGESTED AREAS, WHEN REQUESTED. · WHENEVER SUCH INFORMATION IS NOT PROVIDED IN A TIMELY MANNER OR WHENEVER SUCH INFORMATION IS INCORRECT, THIS CONTRACTOR SHALL BEAR ALL COSTS FOR PROVIDING OR CORRECTING AFFECTED WORK OF RELATED TRADES WITH NO CHANGE TO THE CONTRACT PRICE OR CONSTRUCTION SCHEDULE. · WORK TO BE INSTALLED AS PROGRESS OF PROJECT WILL ALLOW. SCHEDULE OF WORK DETERMINED BY GENERAL CONTRACTOR, OWNER, AND/OR ARCHITECT/ENGINEER. COORDINATION OF UTILITY SERVICES· DRAWINGS INDICATE PROPOSED SERVICE LAYOUTS. THE CONTRACTOR SHALL PROVIDE ALL CONCRETE STRUCTURES, PULLBOXES, VAULTS, TRENCHING, RACEWAYS, PROTECTIVE BOLLARDS, ETC., AS REQUIRED PER SCE STANDARDS (ELECTRICAL UTILITY), AT&T (TELEPHONE COMPANY) AND CHARTER (CATV UTILITY) STANDARDS. · CONTRACTOR IS RESPONSIBLE FOR SUBMITTING PROJECT DRAWINGS, APPLICATION, AND EQUIPMENT SHOP DRAWINGS TO THE UTILITY. UTILITY FEES TO BE PAID BY PROJECT OWNER. DELIVERY, STORAGE AND HANDLING· DELIVER EQUIPMENT AND MATERIALS TO JOB SITE IN ORIGINAL, UNOPENED, LABELED CONTAINER. PRODUCTS SHALL BE PROPERLY IDENTIFIED WITH NAMES, MODEL NUMBERS, TYPES, GRADES, COMPLIANCE LABELS AND OTHER INFORMATION NEEDED FOR IDENTIFICATION. STORE TO PREVENT DAMAGE AND INJURY. STORE MATERIALS TO PREVENT CORRODING. STORE FINISHED MATERIALS AND EQUIPMENT TO PREVENT STAINING AND DISCOLORING. STORE MATERIALS AFFECTED BY CONDENSATION IN WARM DRY AREAS. PROVIDE HEATERS. CONTRACTOR SHALL VERIFY THE AVAILABILITY OF ON SITE STORAGE SPACE, IF NO ON SITE STORAGE SPACE IS AVAILABLE THEN THE CONTRACTOR SHALL COVER THE COST FOR OFF SITE STORAGE. MATERIALS STORED AT THE PROJECT SITE THAT BECOMES SOILED WITH CONSTRUCTION DIRT, CONCRETE, OR MOISTURE SHALL BE REMOVED FROM THE SITE AND REPLACED WITH NEW. DO NOT INSTALL SOILED MATERIAL. · INSTALL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. CONFLICTS BETWEEN CONTRACT DOCUMENTS AND THESE RECOMMENDATIONS SHALL BE REFERRED TO ENGINEER FOR REMEDY. · ELECTRICAL OR ELECTRONIC EQUIPMENT THAT HAS BEEN DAMAGED, EXPOSED TO WEATHER OR IS, IN THE OPINION OF THE ENGINEER OR ARCHITECT, OTHERWISE UNSUITABLE BECAUSE OF IMPROPER FABRICATION, STORAGE OR INSTALLATION SHALL BE REMOVED AND REPLACED BY THIS CONTRACTOR AT HIS EXPENSE. ANCHORS· PROVIDE ANCHORS FOR ALL EQUIPMENT, RACEWAYS, HANGERS, ETC. TO SAFELY SUPPORT WEIGHT OF ITEM INVOLVED PLUS 100% FOR DEAD LOADS. LIVE LOADS SHALL BE CONSIDERED IN ADDITION TO DEAD LOADS. · ANCHORS TO CONSIST OF EXPANSION TYPE DEVICES SIMILAR TO "REDHEAD" OR LEAD EXPANSION ANCHORS. PLASTIC ANCHORS ARE NOT ACCEPTABLE. · USE PRESET ANCHOR STEEL INSERTS IN CONCRETE SLABS. PROVIDE PRESET ANCHOR SIZE AND TYPE FOR ANTICIPATED OR SPECIFIED ROD/BOLT SIZE AND LIVE/DEAD LOAD. HOUSEKEEPING PADS FURNISH 2500 # CONCRETE PADS, 4" HIGH (INTERIOR LOCATIONS) OR 6" HIGH (EXTERIOR LOCATIONS) UNLESS OTHERWISE NOTED, FOR ALL FREESTANDING EQUIPMENT, I.E. SWITCHBOARDS, PANELS, CONTROL PANELS, MOTOR CONTROL CENTERS, TRANSFORMERS, ETC. PADS SHALL HAVE 1" X 45° CHAMFERED EDGES, AND SHALL EXTEND 2" TO 4" BEYOND EQUIPMENT MOUNTINGS. CLEANING AND PAINTING· CLEAN EQUIPMENT FURNISHED IN THIS DIVISION AFTER COMPLETION OF WORK. CLEAN WIPE THE INTERIOR OF ALL CONDUIT, PULLBOXES, JUNCTION BOXES, OUTLET BOXES, AND PANELBOARD BACKBOXES SOILED WITH DIRT AND DEBRIS PRIOR TO INSTALLATION OF WIRING. · TOUCH-UP OR RE-PAINT DAMAGED PAINTED FINISHES AS DETERMINED BY THE ENGINEER. RECORD DRAWINGS· CONTRACTOR SHALL PROVIDE, PRIOR TO FINAL ACCEPTANCE AND OBSERVATION, ONE-SET OF REVISED RECORD ELECTRICAL CONSTRUCTION DOCUMENTS ON REPRODUCIBLE MEDIUM. ALSO INCLUDE THE FOLLOWING INFORMATION: EXACT ROUTING OF ALL CONDUITS LARGER THAN ONE INCH. EXACT LOCATION OF ALL SERVICE GROUNDING/ BONDING CONNECTIONS. CONTRACTORS NAME, ADDRESS, AND TELEPHONE NUMBER. · RECORD NOTATIONS SHALL BE CLEARLY DRAWN AT A DRAFTING APPEARANCE EQUAL TO THE ORIGINAL DRAWINGS. CONTRACTOR SHALL ALSO PROVIDE ALL OPERATING AND MAINTENANCE MANUALS PRIOR TO FINAL PAYMENT. ELECTRICAL SYSTEM TESTING PRIOR TO PLACING IN SERVICES, ALL ELECTRICAL SYSTEMS SHALL BE TESTED FOR OPENS, GROUNDS, AND PHASE ROTATION. THE MAIN SERVICE GROUND AND ALL LOCAL TRANSFORMER MADE GROUNDS SHALL BE MEGGER-TESTED. PROVIDE GFI TESTING FOR SERVICE SWITCHBOARD. THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN INDEPENDENT TESTING FIRM DEEMED BY THE OWNER AS QUALIFIED TO PERFORM INTERNATIONAL ELECTRICAL TESTING ASSOCIATION TESTING. TESTING SERVICES SHALL BE PAID FOR AND COORDINATED BY THE CONTRACTOR. NETA TESTING PROCEDURES AND REQUIREMENTS FOR TESTED VALUES SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE NETA ACCEPTANCE TESTING SPECIFICATIONS. ANY DEFICIENCIES OR FAILURES DISCOVERED DURING THE NETA TESTING PROCEDURES SHALL BE PROMPTLY CORRECTED BY THE ENSURE TIMELY COMPLETION OF THE PROJECT AND TO MINIMIZE THE TIME REQUIRED FOR THE INDEPENDENT TESTING FIRM TO COMPLETE THEIR WORK. TESTING REQUIREMENTS SHALL BE AS FOLLOWS: · GROUNDING SYSTEM · GROUND FAULT PROTECTION· CIRCUIT BREAKERS (OVER 100A) · LOW VOLTAGE FEEDERS (UP TO 600 VOLTS) SERVING LOADS OF 100 AMPS OR GREATER· MAIN SWITCHBOARD; DISTRIBUTION BOARDS; BRANCH CIRCUIT PANELS. · LIGHTING CONTROL SYSTEMS· FIRE ALARM SYSTEM IDENTIFICATION· PROVIDE ENGRAVED NAMEPLATES FOR ALL SWITCHBOARDS, PANELS, TRANSFORMERS, DISCONNECTS, MOTOR STARTERS, CONTACTORS, TIME SWITCHES AND CABINETS. NAMEPLATES SHALL BE WHITE LETTERS ON BLACK FOR NORMAL EQUIPMENT AND WHITE LETTERS ON RED FOR EMERGENCY EQUIPMENT. NAMEPLATES SHALL INCLUDE THE FOLLOWING INFORMATION AS APPLICABLE: DESIGNATION (I.E. PANEL A); FUNCTION (I.E. AIR HANDLER AH-1); VOLTAGE, PHASE, WIRE (I.E. 480 VOLT, 3 PHASE, 4W); FEEDER SIZE (I.E. 4-#4/0 THWN CU IN 2" C); SOURCE (I.E. SWITCHBOARDS MSB). · JUNCTION, PULL AND CONNECTION BOXES: IDENTIFICATION OF SYSTEMS AND CIRCUITS SHALL INDICATE SYSTEM VOLTAGE AND CONTAINED CIRCUITS ON OUTSIDE OF BOX COVER. USE SELF-ADHESIVE MARKING TAPE LABELS AT EXPOSED LOCATIONS AND INDELIBLE BLACK MARKER AT CONCEALED BOXES. ALL FIRE ALARM BOXES SHALL HAVE COVERS PAINTED RED. ALL TEMPERATURE CONTROL BOXES SHALL HAVE COVERS PAINTED BLUE. · BRANCH CIRCUIT CONDUCTORS SHALL BE IDENTIFIED IN EACH JUNCTION BOX AND PULL BOX WITH WIRE MARKERS AS MANUFACTURED BY T&B, PANDUIT, 3M, OR IDEAL TO INDICATE PANEL/CIRCUIT NUMBER. · JUNCTION BOX COVERS IN BRANCH CIRCUIT WIRING SHALL BE LABELED WITH PANEL AND CIRCUIT NUMBERS. JUNCTION BOX COVERS FOR SPECIAL SYSTEMS SHALL BE LABELED WITH SYSTEM NAME AND OTHER IDENTIFICATION AS DIRECTED; FOR EXAMPLE, "FIRE ALARM-ZONE 1". WHERE BOXES ARE INSTALLED FLUSH MOUNTED IN FINISHED AREAS OR SURFACE MOUNTED IN UNFINISHED AREAS, LABELING SHALL BE WITH ENGRAVED PLASTIC NAMEPLATE AS SPECIFIED HEREIN. WHERE BOXES ARE INSTALLED ABOVE ACCESSIBLE CEILINGS, LABELING MAY BE NEAT HAND WRITTEN LETTERING WITH INDELIBLE MARKER. · DEVICE PLATES - SWITCHES AND RECEPTACLES: IDENTIFY THE PANELBOARD AND BRANCH CIRCUIT NUMBER FROM WHICH SERVED ON THE FRONT OF THE DEVICE PLATE WITH PERMANENT POLYESTER TAPE. LOCATE ALL LABELS AT THE BOTTOM OF THE PLATE IN THE SAME LOCATION THROUGHOUT. ONGOING OPERATION CONDUCT WORK TO MINIMIZE DISRUPTION OF OWNER'S ONGOING OPERATIONS. PROVIDE BARRICADES, NOISE ABATEMENT AND DUST CONTAINMENT MEASURES TO ENSURE THE SAFETY AND COMFORT OF PATRONS, STAFF, AND WORKERS. INTERRUPTIONS OF EXISTING POWER, COMMUNICATIONS OR FIRE ALARM SYSTEMS SHALL BE PERFORMED ONLY AT SUCH TIMES AS DIRECTED BY GENERAL CONTRACTOR / OWNER. OUTAGES SHALL BE MOMENTARY IN NATURE. EACH SUCH OUTAGE (OR OPERATION WHICH MAY POSE RISK OF AN ACCIDENTAL OUTAGE) SHALL BE SCHEDULED 48 HOURS IN ADVANCE. FLEXIBLE CONNECTIONS PROVIDE FLEXIBLE ELECTRICAL CONDUIT AND CONDUCTORS HAVING A SLACK, 90-DEGREE BEND OR LOOP IN ANY PLANE BETWEEN CONNECTIONS AT ALL VIBRATION ISOLATED EQUIPMENT AND THE FIRST ATTACHMENT TO BUILDING STRUCTURE OR CABINETS, PANELS OR BOXES MOUNTED THEREON. SALVAGE ALL EXISTING EQUIPMENT REMOVED DURING THE COURSE OF THIS PROJECT SHALL BE OFFERED TO OWNER FOR SALVAGE. ANY EQUIPMENT SELECTED BY OWNER SHALL BE DELIVERED TO OWNER ON SITE. ALL REMAINING EQUIPMENT BECOMES THE PROPERTY OF THIS CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. SEISMIC PROTECTION· THIS PROJECT IS SUBJECT TO THE SEISMIC BRACING REQUIREMENT OF THE CALIFORNIA BUILDING CODE, 2025 EDITION. THE FOLLOWING CRITERIA ARE APPLICABLE TO THIS PROJECT: SEISMIC USE GROUP: II; SEISMIC CLASS CATEGORY: D; SEISMIC DESIGN CATEGORY: D. · IT IS RECOMMENDED THAT THE CONTRACTOR ENLIST THE SERVICES OF A QUALIFIED SEISMIC BRACING VENDOR/ SUPPLIER. PROVIDE BRACING FOR IDENTIFIED EQUIPMENT AND SYSTEM. · ELECTRICAL EQUIPMENT: ELECTRICAL EQUIPMENT SHALL INCLUDE THE FOLLOWING ITEMS TO THE EXTENT REQUIRED ON THE DRAWINGS OR IN OTHER SECTIONS OF THESE SPECIFICATIONS TO BE SEISMICALLY PROTECTED: LIGHT FIXTURES, TRANSFORMERS, SWITCHBOARDS, PANELBOARDS. · ELECTRICAL SYSTEMS: THE FOLLOWING ELECTRICAL SYSTEMS SHALL BE SEISMICALLY PROTECTED IN ACCORDANCE WITH THIS SPECIFICATION: LIGHTING, POWER, SECURITY, COMMUNICATIONS AND FIRE ALARM. · CONDUITS REQUIRING NO SPECIAL SEISMIC RESTRAINTS: SEISMIC RESTRAINTS MAY BE OMITTED FROM ELECTRICAL CONDUIT LESS THAN 2-1/2 INCHES TRADE SIZE. ALL OTHER INTERIOR CONDUIT SHALL BE SEISMICALLY PROTECTED AS SPECIFIED. SHORT CIRCUIT AND PROTECTIVE DEVICE COORDINATION STUDY COMPLETE SHORT CIRCUIT AND PROTECTIVE DEVICE COORDINATION STUDY TO MEET REQUIREMENTS OF NFPA 70. · PREPARE STUDY PRIOR TO ORDERING DISTRIBUTION EQUIPMENT TO VERIFY EQUIPMENT RATINGS REQUIRED. PROVIDE OWNER WITH MODEL. · PROVIDE A HARD COPY SINGLE LINE IN A TUBE WITH A CD COPY OF THE MODEL THAT SHALL BE MAGNETICALLY ATTACHED TO THE SIDE OF THE SERVICE ENTRANCE. · STUDY SHALL ENCOMPASS ALL PORTIONS OF ELECTRICAL DISTRIBUTION SYSTEM FROM NORMAL POWER SOURCE AND/OR STANDBY SOURCES UP TO AND INCLUDING BREAKERS IN SERVICE ENTRANCE SWITCHBOARD, MAIN BREAKER IN SUB-DISTRIBUTION PANELS, MAIN BREAKER IN EACH PANELBOARD. · CALCULATE SHORT CIRCUIT INTERRUPTING AND, WHEN APPLICABLE, MOMENTARY DUTIES FOR ASSUMED 3-PHASE BOLTED FAULT SHORT CIRCUIT CURRENT AND PHASE TO GROUND FAULT SHORT CIRCUIT CURRENT AT EACH OF THE FOLLOWING: * UTILITY SUPPLY BUS * AUTOMATIC TRANSFER SWITCH* ENGINE GENERATOR* LOW-VOLTAGE SWITCHGEAR* SWITCHBOARDS* MOTOR CONTROL CENTERS* DISTRIBUTION PANELBOARDS* BRANCH CIRCUIT PANELBOARDS* EACH OTHER SIGNIFICANT EQUIPMENT LOCATION THROUGHOUT SYSTEM ARC FLASH HAZARDS ANALYSIS STUDIES · COMPLETE ARC FLASH HAZARDS ANALYSIS STUDY TO MEET REQUIREMENTS OF NFPA 70E. · PERFORM STUDY WITH AID OF COMPUTER SOFTWARE PROGRAM AND BY A NEVADA LICENSED ELECTRICAL ENGINEER. PROVIDE OWNER WITH MODEL. · SHALL INCLUDE DETERMINING THE SHORT-CIRCUIT CURRENT AVAILABLE AT THE DESIGNATED POINT OF CONTACT AND INCLUDE PERFORMING THE FOLLOWING TO PROVIDE ADEQUATE PROTECTION: * CALCULATE THE FLASH PROTECTION BOUNDARY * CALCULATE THE ARC-FLASH INCIDENT ENERGY* CONFIRM THE REQUIRED LABELING* CONFIRM THE REQUIRED PERSONAL PROTECTIVE EQUIPMENT WITH ARC RATING TO PROVIDE* ADEQUATE PROTECTION FOR PERSONNEL WORKING ON OR NEAR-ENERGIZED CONDUCTORS OR COMPONENTS · PROVIDE NEW AND/OR UPDATED LABELS THROUGHOUT ENTIRE SYSTEM AS REQUIRED. END OF SECTION 260000 ITEM ITEM DESCRIPTION ITEM DESCRIPTION 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.9 1.10 1.11 1.12 1.13 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10 3.11 3.12 3.13 3.14 3.15 3.16 3.17 3.18 3.19 1.8 3.1 3.20

FOR BIDDING PURPOSES ONLY
BISHOP CITY PARK 8715.004
JUNE 2026
AS SHOWN FIELD 6 REHABILITATION
1361 Corporate Blvd Tel 775.823.4068
Fax 775.823.4066 Reno, NV 89502
BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 681 Sierra Rose Dr., Ste B | Reno, NV 89511 | 775.826.9010 4601 DTC Blvd., Ste 740 | Denver, CO 80237 | 720.481.3290 8112 Maryland Ave., Ste 400 | Clayton, MO pkelectrical.com | PK#26006 NBA
NBA
JEG E-2

ELECTRICAL SPECIFICATIONS
06/16/2026
209
GENERAL NOTES 1. (E) AND/OR HALFTONE LINES INDICATE EXISTING EQUIPMENT, (N) AND/OR SOLID LINES INDICATE NEW EQUIPMENT UNLESS NOTED OTHERWISE. 2. INSTALL SCE TRANSFORMER PAD, CONDUIT, ETC. PER UTILITY REQUIREMENTS. SEE SCE PLANS FOR ALL WORK REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK, INCLUDING THAT REQUIRED BY CONTRACTOR IN BID. COORDINATE WITH SCE. 3. PANELBOARD AND BREAKER INTERRUPTING CAPACITIES (AIC) SHALL BE FULLY RATED AS AN ASSEMBLY. SERIES RATING OF BREAKER DEVICES AND EQUIPMENT IS NOT PERMITTED. 4. ALL CONDUCTOR SIZES ARE BASED ON COPPER. ALUMINUM IS NOT PERMITTED. 5. ALL SWITCHBOARDS AND DISTRIBUTION BOARDS SHALL BE FULLY BUSSED. 6. ALL CONTRACTOR PROVIDED EQUIPMENT SHALL COMPLY WITH SCE SPECIFICATIONS AND REQUIREMENTS. 7. DO NOT SPLICE FEEDER CONDUCTORS UNLESS PRIOR APPROVAL HAS BEEN OBTAINED FROM THE ENGINEER. 8. ALL SWITCHBOARDS, DISTRIBUTION BOARDS, AND PANEL BOARDS SHALL HAVE REMAINDER OF SECTION BUSSED SPACE. 9. CONTRACTOR SHALL PREPARE THE SHORT CIRCUIT AND COORDINATION STUDY PRIOR TO ORDERING DISTRIBUTION EQUIPMENT TO VERIFY ALL EQUIPMENT RATINGS, BREAKER TYPES, AND SETTINGS REQUIRED. THE SCOPE OF THE STUDY MUST INCLUDE ALL UPSTREAM BRANCHES OF THE DISTRIBUTION SYSTEM BACK TO THE SERVICE ENTRANCE, EVEN IF NOT BEING MODIFIED BY THIS PROJECT. ANY CHANGES TO EQUIPMENT RATINGS OR BREAKER TYPES IN ORDER TO PROVIDE A CODE REQUIRED SELECTIVELY COORDINATED SYSTEM SHALL NOT RESULT IN ADDITIONAL COST TO THE OWNER. 10. CONTRACTOR SHALL PROVIDE ARC FLASH STUDY IN ACCORDANCE WITH NFPA 70E AND INSTALL LABELS FOR ALL EQUIPMENT PER CEC 110.6. THE SCOPE OF THE STUDY MUST INCLUDE ALL UPSTREAM BRANCHES OF THE DISTRIBUTION SYSTEM BACK TO THE SERVICE ENTRANCE, EVEN IF NOT BEING MODIFIED BY THIS PROJECT. PERFORM STUDY WITH AID OF COMPUTER SOFTWARE PROGRAM AND BY A CALIFORNIA LICENSED ELECTRICAL ENGINEER. OBTAIN ACTUAL FAULT DUTY AT SCE TRANSFORMERS. 11. CONTRACTOR SHALL PROVIDE ARC FLASH STUDY IN ACCORDANCE WITH NFPA 70E AND INSTALL LABELS FOR ALL EQUIPMENT PER CEC 110.6. PERFORM STUDY WITH AID OF COMPUTER SOFTWARE PROGRAM AND BY A CALIFORNIA LICENSED ELECTRICAL ENGINEER. OBTAIN ACTUAL FAULT DUTY AT SCE TRANSFORMERS. 12. CONTRACTOR SHALL PROVIDE FIELD MARKING AT EACH SERVICE ENTRANCE IN COMPLIANCE WITH CEC 110.16(B). 13. PROVIDE ENGRAVED NAMEPLATES SCREW ATTACHED ON ALL PANELS. MINIMUM SIZE 1 1/2"x3". SHEET NOTES INTERNALLY MOUNTED SPD WITH DISCONNECT. 240KA/PHASE WITH STATUS INDICATOR LIGHT ON EACH PHASE, AUDIBLE ALARM, TRANSIENT COUNTER AND PUSH TO TEST. FEEDER LENGTH SHALL BE LESS THAN 6' FROM THE BUS OR AS REQUIRED BY MANUFACTURER. PROVIDE DISCONNECTING MEANS PER MANUFACTURER. CONTRACTOR SHALL PROVIDE 6" HIGH CONCRETE EQUIPMENT PAD. REFER TO CIVIL FOR PAD DESIGN. PROVIDE PRECAST CONCRETE TRANSFORMER PAD IN ACCORDANCE WITH SCE UTILITY STANDARDS. CONFIRM PAD/SIZE REQUIREMENTS WITH SCE UTILITY. SEE SITE PLAN FOR CONDUIT AND WIRING REQUIREMENTS. PROVIDE EMPTY SECTIONS (WITH PREPARED SPACE) FOR ALL FUTURE CIRCUIT BREAKERS AS SHOWN. PROVIDE ADDITIONAL EMPTY SECTIONS FOR ALL FUTURE CONDUITS AS REQUIRED. CAP BOTH ENDS, PROVIDE PULL STRING AND LABEL ALL CONDUITS. 1 SERVICE ENTRANCE 'SE' 400A, 208/120V, 3PH, 4W NEMA 3R ENCLOSURE, 65KAIC 5/8'' X 10'-0'' COPPERWELD DRIVEN GROUND ROD M NEUT GND 400AF 400AT3P PRIMARY: 1-5" C. PER SCE UTILITY STANDARDS SECONDARY: 1-4" C. PER SCE UTILITY STANDARDS ENCASED GROUND IN 20' OF #1/0 CU CONCRETE FOUNDATION PER CEC 250 (N) SCE UTILITY PAD MOUNTED XF 3 2 SPD11 20A1P2 PROVISIONS FOR (8) 35A/3P MAX BREAKER FOR FUTURE LIGHTING PROVISIONS FOR (2) 25A/3P MAX BREAKER FOR FUTURE LIGHTING SCALE: 1 NEW WORK ONELINE DIAGRAM E-3 NONE 2 (11) 1-1/2" C. STUBBED 3 10' FROM SERVICE ENTRANCE FOR FUTURE USE 20A1P3 IRRIGATION CONTROLLER 'SE' RECEPT 50A3P4 BOOSTER PUMP PROVISIONS FOR (4) 20A/1P MAX BREAKER FOR FUTURE LIGHTING 20A1P5 SITE RECEPT 4 4 4 4 4 PB1 56 6 5

FOR BIDDING PURPOSES ONLY
BISHOP CITY PARK 8715.004
JUNE 2026
AS SHOWN FIELD 6 REHABILITATION
1361 Corporate Blvd Tel 775.823.4068
Fax 775.823.4066 Reno, NV 89502
BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 681 Sierra Rose Dr., Ste B | Reno, NV 89511 | 775.826.9010 4601 DTC Blvd., Ste 740 | Denver, CO 80237 | 720.481.3290 8112 Maryland Ave., Ste 400 | Clayton, MO pkelectrical.com | PK#26006 NBA
NBA
JEG E-3

ONELINE DIAGRAM & LOAD

CALCULATION
06/16/2026
210
X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GENERAL NOTES 1. (E) AND/OR HALFTONE SOLID LINES INDICATE EXISTING EQUIPMENT TO REMAIN UNLESS NOTED OTHERWISE. (N) AND/OR HEAVY SOLID LINES INDICATE NEW EQUIPMENT UNLESS NOTED OTHERWISE. 2. SEE ONELINE DIAGRAM(S) FOR CONDUIT, WIRE SIZES AND EQUIPMENT REQUIREMENTS. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH APPLICABLE UTILITY COMPANY'S DRAWINGS AND REPRESENTATIVES FOR DETERMINING THE EXACT RESPONSIBILITY OF EACH PARTY. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL 811 FOR LOCATES PRIOR TO DIGGING. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL NON-UTILITY UNDERGROUND ITEMS. 5. THE MAXIMUM NUMBER OF CONDUIT BENDS SHOULD NOT BE GREATER THAN 270 DEGREES BETWEEN PULLING STRUCTURES. THIS INCLUDES THE AGGREGATE OF ALL HORIZONTAL AND VERTICAL CHANGES. 6. ALL CONDUIT, INNERDUCT, PULLBOXES AND VAULTS SHALL BE LABELED PER THE SPECIFICATIONS. 7. EACH CONDUIT AND INNERDUCT SHALL BE PROVIDED WITH A 1250 LBS PULL ROPE. 8. COORDINATE LOCATION OF ALL BELOW-GRADE CONDUITS, DUCT BANKS, ETC. WITH CIVIL ENGINEER AND OTHER TRADES PRIOR TO ROUGH-IN. 9. PROVIDE #10 CU CONDUCTORS IN 1" CONDUIT MINIMUM, UNLESS NOTED OTHERWISE, FOR ALL SITE LIGHTING AND SITE RECEPTACLE CIRCUITS. 10. REPAIR AND REPLACE ALL LANDSCAPING AND SITEWORK DISTURBED BY EXCAVATION INCLUDING BUT NOT LIMITED TO IRRIGATION LINES, LAWNS, PLANTING, CURBS, GUTTERS, PAVED AREAS, WALKWAYS, CONCRETE PATHS, GRASS/LANDSCAPING/SHRUBS ETC. NEW SOD TO BE PLACED ON ALL TRENCHES THOUGH GRASS. REPAIR ALL EXISTING IRRIGATION. 11. SEE SCE DRAWINGS FOR ALL WORK REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR INCLUDING ALL WORK REQUIRED IN BID. COORDINATE WITH SCE. SHEET NOTES PULLBOX 3' X 5' PRECAST CONCRETE. SEE UNDERGROUND STRUCTURES STANDARDS (UGS) HP 225. CONFIRM SIZE WITH SCE. PROVIDE TRENCHING AND BACKFILL PER SCE REQUIREMENTS. POWER FOR IRRIGATION CONTROLLER. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH LANDSCAPE DRAWINGS PRIOR TO ROUGH IN. POWER FOR BOOSTER PUMP. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH LANDSCAPE DRAWINGS PRIOR TO ROUGH IN. MOUNT TO UNISTUT STAND ADJACENT TO EQUIPMENT, 24" AFG. INSTALL WEATHERPROOF WHEN IN USE EXTRA DUTY LOCKABLE COVER. INSTALL PULLBOX FOR FUTURE USE ADJACENT TO SERVICE ENTRANCE IN SOFTSCAPE. CONDUITS TO BE EXTENDED AS PART OF FUTURE PROJECT TO FIELD LIGHTING. 1 SCALE: A ELECTRICAL SITE PLAN E-4 1" = 50'-0" (E) SCE POLE XF (N) PROPOSED SCE UTILITY XF (N) SE WP (N) IRRIGATION CONTROLLER (N) PROPOSED SCE POLE (BY SCE) (N) PROPOSED OH (BY SCE) (N) 5" C. PRIMARY PER SCE STANDARDS (N) PULLBOX (N) 5" C. PRIMARY PER SCE STANDARDS (N) 4" SECONDARY PER SCE STANDARDS 1 2 2 2 2 SE-[2,N]G WP SE-[5,N]G #8'S JJ (N) BOOSTER PUMP SE-[3,N]G #10'S SE-(5)G 1-1/4" C. W/ (3) #1 & #4G 34 3 4 5 5 PB1 BE-1 6 6 5

FOR BIDDING PURPOSES ONLY
BISHOP CITY PARK 8715.004
JUNE 2026
AS SHOWN FIELD 6 REHABILITATION
1361 Corporate Blvd Tel 775.823.4068
Fax 775.823.4066 Reno, NV 89502
BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 681 Sierra Rose Dr., Ste B | Reno, NV 89511 | 775.826.9010 4601 DTC Blvd., Ste 740 | Denver, CO 80237 | 720.481.3290 8112 Maryland Ave., Ste 400 | Clayton, MO pkelectrical.com | PK#26006 NBA
NBA
JEG E-4

ELECTRICAL SITE PLAN
06/16/2026
211
City of Bishop Field 6 – Phase 1
Bid Item Clarifications Page 1 of 12
I. BID ITEM CLARIFICATIONS

GENERAL INFORMATION
Unless indicated otherwise within the specific bid item as described in this section, the Engineer’s estimated quantity, as contained in the bid schedule, shall be the final pay quantity.

The Engineer’s estimated quantity, as contained in the bid schedule, is based on the details and dimensions shown on the plans and no guarantee is made that the quantity, which can be determined by computations, will equal the estimated quantity. No allowance will be made in the event that the quantity based on computations does not equal the estimated quantity.

In case of discrepancy between the quantity contained in the bid schedule and the quantity or summation of quantities for the same item shown on the plans, payment will be based on the quantity contained in the bid schedule.

If the quantity of a particular item of work is intentionally increased or decreased during construction, the final pay quantity of that item will be adjusted to reflect the change.

For bid items which are paid based on field measurement to the nearest tenth of a foot, the Design Engineer’s representative and the Contractor shall agree upon the quantity daily at which time it shall be recorded and initialed by both the Contractor and the Design Engineer’s representative in the Design Engineer’s representatives’ field report.

There shall be no additional payment for changes in the traffic control plan required as a result of changes in the Contractor’s work method or schedule.

1. MOBILIZATION, TRAFFIC CONTROL & BEST MANAGEMENT PRACTICES The unit price for this item shall include all labor, equipment, materials, and all incidentals necessary to mobilize, demobilize, provide traffic control and implement best management practices, in order to perform the work included in the Contract Documents.

Mobilization: This work shall consist of preparatory work and operation, including but not limited to: those tasks necessary for the movement of personnel, equipment, supplies, and incidentals to and from the site; for the establishment of offices, buildings and other facilities necessary for work on the project; for premiums on bonds and insurance for the project; and for all other work and operations which must be performed or costs incurred before beginning production work on the various contract items.

Demobilization: At the end of the job shall include the removal of all construction equipment, restoration of the site, and removal of all miscellaneous construction debris. 212
City of Bishop Field 6 – Phase 1
Bid Item Clarifications Page 2 of 12
Provide Traffic Control: Work shall include, but not be limited to preparation and distribution of plans, notices and reports, in addition to the setup, removal and maintenance of all barricades, signs, channelizing devices, barrels, cones, flag persons, detours, pilot cars, arrow boards, message boards, temporary striping, temporary paving, temporary aggregate base, temporary plant-mix bituminous ramps, and incidentals necessary to provide all traffic control throughout the duration of the project. There shall be no additional payment for changes in the traffic control plan required as a result of changes in the Contractor’s work method or schedule.

Best Management Practices: Work shall include but not be limited to preparation of a Storm Water Pollution Prevention Plan (SWPPP) in conformance with Federal, State, and Local requirements. The SWPPP shall be submitted to the City and Engineer for approval seven days prior to the start of construction. Additionally, work shall include preparation and implementation of erosion control procedures outlined by the approved SWPPP.

Payment for this work shall be made at the applicable unit price bid per Lump Sum (LS) which shall be deemed full compensation for all labor, materials, equipment, and incidentals necessary to complete the work as specified. Payment associated with this item of work may be prorated based upon the percentage of work completed.

2. CLEAR AND GRUB
The unit price bid for clearing and grubbing shall include all labor, equipment, materials and all incidentals necessary to prepare the site for construction. Work shall include but not be limited to removal of all surface vegetation, brush, stumps, roots, organic matter, and debris, offsite disposal of materials, backfill to future landscaping subgrade, preparation and compaction of subgrade and incidentals as necessary to accommodate the lines and grades shown on the plans.

CLEAR AND GRUB shall be measured per Square Yard (SY) based on field measurement. The final pay quantity shall be by plan quantity unless changes in removal area are made at the City’s direction during construction.

3. REMOVE TREE
The unit price bid for this item shall include all labor, equipment, materials, and all incidentals necessary to remove trees at the locations indicated on the Plans. Work shall include, but not be limited to, sawcutting as necessary, excavation, removal of the entire tree including trunk and major roots, stump grinding or full removal of stumps, offsite disposal of all green waste and debris, backfill with suitable material, compaction, and restoration of surface conditions to match existing.

REMOVE TREE shall be measured per Each (EA). The final pay quantity shall be by field measurement.
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4. REMOVE AND SALVAGE EXISTING SURFACE AMENITIES
The unit price bid for this item shall include all labor, equipment, materials, and all incidentals necessary to remove surface amenities at the locations indicated on the Plans.

Work shall include, but not be limited to, removing soccer goals and nets, and park benches. Work shall also include salvaging all items removed and delivering them to a location approved by the City.

REMOVE AND SALVAGE EXISTING SURFACE AMENITIES shall be made at the applicable unit price bid per lump sum which shall be deemed full compensation for all labor, materials, equipment, and incidentals necessary to complete the work as specified.

5. REMOVE STAKED FENCE

6. REMOVE CHAINLINK FENCE
Payment shall be made at the unit price bid for this item which shall be deemed full compensation for all labor, equipment, materials and all incidentals necessary to remove fences at the locations indicated on the Plans. Work shall include, but not be limited to the removal of fences, and offsite disposal of materials.

REMOVE STAKED FENCE and REMOVE CHAINLINK FENCE shall be measured per Linear Foot (LF). The final pay quantity shall be by plan quantity unless changes in removal area are made at the City’s direction during construction.

7. REMOVE 12” STORM DRAIN PIPE
The unit price bid for this item shall include all labor, equipment, materials and all incidentals necessary to remove and dispose of existing storm drain pipes at the locations indicated on the plans. Work shall include, but not be limited to sawcutting, curb / gutter / pavement removal, excavation, off site disposal, dewatering, pipe removal, backfill and incidentals necessary for a complete removal.

REMOVE 12” STORM DRAIN PIPE shall be measured per Linear Foot (LF) to the nearest foot. The final pay quantity shall be by plan quantity.

8. REMOVE AND REPLACE PCC CURB AND GUTTER
Payment shall be made at the unit price bid for these items which shall be deemed full compensation for all labor, equipment, materials and all incidentals necessary to remove all types of PCC curb and gutter and construct new curb and gutter at the locations indicated on the plans. Work shall include, but not be limited to, the removal of curb and gutter and existing materials, including tree roots, and sawcutting to reach the required subgrade depth, regardless of thickness and supply and installation of new aggregate base material with a compacted thickness of 6-inches, concrete materials, and incidentals necessary for a complete installation in the areas indicated on the plans. 214
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REMOVE AND REPLACE PCC CURB AND GUTTER shall be measured per Linear Foot (LF). The final pay quantity shall be by field measurement.

9. REMOVE AND REPLACE PCC SIDEWALK
Payment shall be made at the unit price bid for these items which shall be deemed full compensation for all labor, equipment, materials and all incidentals necessary to remove all types of PCC sidewalk and construct new sidewalk at the locations indicated on the plans. Work shall include, but not be limited to, the removal of sidewalk and existing materials, including tree roots, and sawcutting to reach the required subgrade depth, regardless of thickness and supply and installation of new aggregate base material with a compacted thickness of 4-inches, concrete materials, and incidentals necessary for a complete installation in the areas indicated on the plans.

REMOVE AND REPLACE PCC SIDEWALK shall be measured per Square Foot (SF).

The final pay quantity shall be by field measurement.

10. EARTHWORK (CUT TO FILL)
The unit price bid for EARTHWORK (CUT TO FILL) shall include all labor, equipment, materials and all incidentals necessary to accommodate the new finish grade. Work shall include, but not be limited to excavation and replacement of all material, regardless of its nature, import of material, hauling, disposal, regrading, backfill to landscaping subgrade, soil amendments, preparation and compaction of subgrade and incidentals as necessary to accommodate the lines and grades shown on the plans.

EARTHWORK (CUT TO FILL) shall be measured per Cubic Yard (CY). The final pay quantity shall be based on plan quantity.

11. PLACE TOPSOIL
The unit price bid for PLACE TOPSOIL shall include all labor, equipment, materials and all incidentals necessary to place topsoil in the locations as shown on the plans. Work shall include, but not be limited to sourcing and importing of topsoil material, hauling, disposal, regrading, soil amendments, compaction and incidentals as necessary to accommodate the lines and grades shown on the plans.

PLACE TOPSOIL shall be measured per Cubic Yard (CY). The final pay quantity shall be based on plan quantity.

12. CONSTRUCT PERMANENT BITUMINOUS PAVEMENT PATCH
The unit price bid for this item shall include all labor, equipment, materials, and all incidentals necessary to construct permanent pavement patches in areas designated by the Engineer. Work shall include, but not be limited to, sawcutting, removal of existing 215
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composite materials to subgrade, preparation and compaction of subgrade, supply and installation of aggregate base, tack coats, asphalt mix placement, compaction, and all incidentals necessary to provide a permanent pavement patch matching the existing finish grade and cross section.

Contractor, Engineer, and the RTC shall walk the limits of the permanent bituminous pavement patching identified on the plans and identify final locations for placement.

Additional locations not currently shown on the plans may be identified for permanent bituminous pavement patching. CONSTRUCT PERMANENT BITUMINOUS PAVEMENT PATCH shall be measured per Square Yard (SF). The final pay quantity shall be by field measurement.

13. INSTALL 12” CMP
The unit price bid for this item shall include all labor, equipment, materials and all incidentals necessary to install 12” CMP at the locations and of the size, type and classification indicated within the plans and specifications. Work shall include, but not be limited to sawcutting, excavation, shoring, offsite disposal of materials, dewatering, perpetuation of drainage, connection to storm drain system, pipe placement, appurtenances, bedding, backfill, landscape material replacement, and incidentals necessary for a complete installation.

INSTALL 12” CMP shall be measured per Linear Foot (LF) to the nearest foot. The final pay quantity shall be by field measurement.

14. INSTALL 12” CMP FLARED END SECTION
The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to install 12”CMP Flared End Section at the locations indicated on the Plans.

Work shall include, but not be limited to protection of storm drain systems, excavation, dewatering, connection to new or existing storm drain system, backfill, and incidentals necessary for a complete installation.

INSTALL 12” CMP FLARED END SECTION shall be measured as Each (EA). The final pay quantity shall be measured by field count.

15. INSTALL TEMPORARY STAKED FENCE

16. CONSTRUCT 4’ CHAINLINK FENCE

17. CONSTRUCT 6’ CHAINLINK FENCE
The unit price for this bid item shall include all labor, equipment, materials and all incidentals necessary to construct new fence of the type and in the location indicated on the Plans. Work shall include, but not be limited to locating, referencing, installing posts and foundations, fencing, and incidentals necessary for a complete installation. 216
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INSTALL TEMPORARY STAKED FENCE, CONSTRUCT 4’ CHAINLINK FENCE and CONSTRUCT 6’ CHAINLINK FENCE shall be measured per Lineal Foot (LF). The final pay quantity shall be by field measurement.

18. CONSTRUCT 4’ ROLLING GATE
The unit price for this bid item shall include all labor, equipment, materials and all incidentals necessary to construct new rolling chain link fence gates of the type and in the location indicated on the Plans. Work shall include, but not be limited to locating, referencing, installing posts and foundations, fencing, and incidentals necessary for a complete installation.

CONSTRUCT 4’ ROLLING GATE shall be measured per Each (EA). The final pay quantity shall be by field measurement.

19. CONSTRUCT DECOMPOSED GRANITE PATH
The unit price for this bid item shall include all labor, equipment, materials and all incidentals necessary to construct a new decomposed granite path at the location indicated on the Plans. Work shall include, but not be limited to, the removal of existing materials, including tree roots, as required to reach subgrade depth, regardless of thickness and supply and installation of new decomposed granite material with a compacted thickness of 4- inches, and incidentals necessary for a complete installation in the areas indicated on the plans.

CONSTRUCT DECOMPOSED GRANITE PATH shall be measured per Square Foot (SF). The final pay quantity shall be by field measurement.

20. INSTALL 3” DOMESTIC WATER METER
The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to install DOMESTIUC WATER METER at the locations indicated on the Plans.

Work shall include but not be limited to installation of booster pump, wiring, enclosure, concrete pad, and incidentals necessary for a complete installation.

INSTALL DOMESTIC WATER METER shall be measured as Each (EA). The final pay quantity shall be measured by field count.

21. INSTALL 3” RP BACKFLOW PREVENTER WITH ENCLOSURE
The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to install 3” RP BACKFLOW PREVENTER WITH ENCLOSURE at the locations indicated on the Plans. Work shall include but not be limited to installation of booster pump, wiring, enclosure, concrete pad, and incidentals necessary for a complete installation.
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INSTALL 3” RP BACKFLOW PREVENTER WITH ENCLOSURE shall be measured as Each (EA). The final pay quantity shall be measured by field count.

22. INSTALL OVERHEAD IRRIGATION
The unit price bid for this item shall include all labor, equipment, materials and all incidentals necessary to install OVERHEAD IRRIGATION at the locations and of the size, type and classification indicated within the plans and specifications. Work shall include but not be limited to placement and layout of sprinkler head, lateral line, and tracer wire necessary for a complete installation.

OVERHEAD IRRIGATION shall be measured per Square Foot (SF) to the nearest foot.

The final pay quantity shall be by field measurement.

23. REMOVE EXISTING IRRIGATION
The unit price bid for this item shall include all labor, equipment, materials, and all incidentals necessary to REMOVE EXSTING IRRIGATION at the locations indicated on the Plans. Work shall include, but not be limited to, removing sprinkler head, lateral pipe, valves, valve boxes, and control wires. Work shall also include complete removal and/or salvaging all necessary items identified by the City and delivering them to a location approved by the City.

REMOVE EXISTING IRRIGATION shall be made at the applicable unit price bid per lump sum which shall be deemed full compensation for all labor, materials, equipment, and incidentals necessary to complete the work as specified.

24. INSTALL IRRIGATION CONTROLLER WITH SENSORS
The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to install IRRIGATION CONTROLLER WITH SENSORS at the locations indicated on the Plans. Work shall include but not be limited to installation of irrigation controller, wiring, pedestal enclosure, concrete pad, and incidentals necessary for a complete installation.

INSTALL IRRIGATION CONTROLLER WITH SESNORS shall be measured as Each (EA). The final pay quantity shall be measured by field count.

25. INSTALL BOOSTER PUMP
The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to install BOOSTER PUMP at the locations indicated on the Plans. Work shall include but not be limited to installation of booster pump, wiring, enclosure, concrete pad, and incidentals necessary for a complete installation.
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INSTALL BOOSTER PUMP shall be measured as Each (EA). The final pay quantity shall be measured by field count.

26. INSTALL CLASS 315 PVC MAINLINE
The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to install CLASS 315 PVC MAINLINE, tracer wire, caps, and drain valves at the locations indicated on the Plans. Work shall include but not be limited to installation of pipe, wiring, trenching, backfilling, and incidentals necessary for a complete installation.

INSTALL CLASS 315 PVC MAINLINE shall be measured as Linear Foot (LF). The final pay quantity shall be measured by field count.

27. INSTALL FLOW SENSOR
The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to install FLOW SENSOR at the locations indicated on the Plans. Work shall include but not be limited to installation of irrigation flow sensor, wiring, valve box, and incidentals necessary for a complete installation.

INSTALL FLOW SENSOR shall be measured as Each (EA). The final pay quantity shall be measured by field count.

28. INSTALL MASTER VALVE
The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to install MASTER VALVE at the locations indicated on the Plans. Work shall include but not be limited to installation of irrigation master valve, wiring, valve box, and incidentals necessary for a complete installation.

INSTALL MASTER VALVE shall be measured as Each (EA). The final pay quantity shall be measured by field count.

29. INSTALL 1” QUICK COUPLERS W/ VALVE BOX
The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to install 1” QUICK COUPLERS W/ VALVE BOX at the locations indicated on the Plans. Work shall include but not be limited to installation of irrigation quick coupler valve, valve box, and incidentals necessary for a complete installation.

INSTALL 1” QUICK COUPLERS W/ VALVE BOX shall be measured as Each (EA).

The final pay quantity shall be measured by field count. 219
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30. INSTALL GATE VALVES W/ VALVE BOX
The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to install GATE VALVES W/ VALVE BOX at the locations indicated on the Plans. Work shall include, but not be limited to installation of irrigation valve, valve box, and incidentals necessary for a complete installation.

INSTALL GATE VALVES W/ VALVE BOX shall be measured as Each (EA). The final pay quantity shall be measured by field count.

31. INSTALL ELECTRIC REMOTE CONTROL VALVES W/ VALVE BOX The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to install ELECTRIC REMOTE CONTROL VALVES W/ VALVE BOX at the locations indicated on the Plans. Work shall include, but not be limited to installation of irrigation valve, wiring, valve box, and incidentals necessary for a complete installation.

INSTALL ELECTRIC REMOTE CONTROL VALVES W/ VALVE BOX shall be measured as Each (EA). The final pay quantity shall be measured by field count.

32. INSTALL NON-IRRIGATED HYRDOSEED
The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to install NON-IRRIGATED HYDROSEED at the locations indicated on the Plans. Work shall include but not be limited to installation of hydroseed mix and incidentals necessary for a complete installation.

INSTALL NON-IRRIGATED HYDROSEED shall be measured as Square Foot (SF). The final pay quantity shall be measured by field count.

33. INSTALL REDWOOD HEADERBOARD
The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to install REDWOOD HEADERBOARD at the locations indicated on the Plans.

Work shall include, but not be limited to installation of redwood headerboard, stakes, and incidentals necessary for a complete installation.

INSTALL REDWOOD HEADERBOARD shall be measured as Linear Foot (LF). The final pay quantity shall be measured by field count.

34. INSTALL TURF SOD
The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to install TURF SOD at the locations indicated on the Plans. Work shall include but not be limited to installation of turf sod and incidentals necessary for a complete 220
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installation.

INSTALL TURF SOD shall be measured as Square Foot (SF). The final pay quantity shall be measured by field count.

35. PROVIDE 120 DAY LANDSCAPE MAINTENANCE PERIOD
The unit price for this item shall include all labor, equipment, materials and all incidentals necessary to provide 120 DAY LANDSCAPE MAINTENANCE PERIOD at the locations indicated on the Plans. Work shall include but not be limited to This item shall consist of Establishment Period for the improvements above noted turf sod and hydroseed material installed in this Contract as shown on the Plans in conformance with these Special Provisions.

1. Start of Establishment Period shall conform to Section 20 of the State Standard Specifications.

2. Watering shall conform to Section 20 of the State Standard Specifications and these Special Provisions.

3. Plant Replacement shall conform to Section 20 of the State Standard Specifications.

4. Plant Establishment Period or Landscape Maintenance Period shall conform to Section 20 of the State Standard Specifications and be amended as follows: The Landscape Maintenance Period shall be one hundred twenty (120) calendar days and shall begin on the date of the Start of the Maintenance Period. Plant Establishment and Landscape Maintenance shall continue until final acceptance of the work.

5. Pre-Final Inspection shall conform to Section 20 of the State Standard Specifications and be amended as follows: Seven (7) weeks after the Start of Maintenance Period, the Engineer and/or the Landscape Architect shall conduct a pre-final inspection. At the pre-final inspection, or at any time thereafter, should the Engineer determine that the project meets the requirements of the final acceptance of the work, he may issue final acceptance of the project to the Contractor.

6. Final inspection shall conform to Section 20 of the State Standard Specifications.

At the time of final acceptance of the work, any square yard of the shrub and groundcover planted areas shall be ninety percent (90%) weed free, as determined by the Engineer.

PROVIDE 120 DAY LANDSCAPE MAINTENANCE PERIOD shall be measured as Lump Sum (LS). The final pay quantity shall be measured by field count.

36. PLACE SOCCER FIELD MARKINGS
The unit price bid for this item shall include all labor, equipment, materials and all incidentals necessary to install striping and markings at the locations and of the size and 221
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type indicated within the plans and specifications. Work shall include, but not be limited to surface preparation, priming, application, surveying layout, and incidentals necessary for a complete installation.

Payment for this work shall be made at the applicable unit price bid per Lump Sum (LS) which shall be deemed full compensation for all labor, materials, equipment, and incidentals necessary to complete the work as specified.

37. INSTALL SOCCER GOAL & NETTING
The unit price for this bid item shall include all labor, equipment, materials and all incidentals necessary to install new soccer goals and netting of the type and in the location indicated on the Plans. Work shall include, but not be limited to locating, referencing, placing materials, and incidentals necessary for a complete installation.

INSTALL SOCCER GOAL & NETTING shall be measured per Each (EA). The final pay quantity shall be by field measurement.

38. ELECTRICAL TRENCH AND BACKFILL
The unit price bid for these items shall include, but not be limited to, sawcutting, trenching, excavation, shoring, offsite disposal of materials, dewatering, bedding, backfill material, placement and compaction to subgrade, and all incidentals necessary for a complete installation. Trench widths, depths, backfill material, and compaction requirements shall conform to the owning agency’s standards. Surface restoration shall be accounted for under Bid Item 13.

Payment for ELECTRICAL TRENCH AND BACKFILL shall be made at the applicable unit price bid per linear foot (LF) of conduit, which shall be deemed full compensation for all labor, materials, equipment, and incidentals necessary to complete the work as specified. The final pay quantity shall be by plan quantity.

39. CONSTRUCT ELECTRICAL IMPROVEMENTS
The unit price bid for this item shall include all labor, equipment, materials, and all incidentals necessary to install conduits, conductors, and pull boxes, of the size, schedule and material indicated on the plans, in the trench constructed with Bid Item 38 ELECTRICAL TRENCH AND BACKFILL. Multiple conduits may be installed at some locations. Refer to the plans for the number of conduits, conductors and pull boxes at each location. Work shall include, but not be limited to, furnishing and installation of conduits, conductors and pull boxes, and all incidentals necessary for a complete installation.

Furnishing and installing conduit sweeps and risers are considered incidentals.

Payment for this work shall be made at the applicable unit price bid per Lump Sum (LS) which shall be deemed full compensation for all labor, materials, equipment, and 222
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incidentals necessary to complete the work as specified. Payment associated with this item of work may be prorated based upon the percentage of work completed.

40. CONSTRUCTION CONTINGENCY
The lump sum unit price bid amount set forth in the bid schedule shall be the same for all bidders and shall be included by every Bidder. This bid amount establishes a maximum allowance for unforeseen work and shall cover furnishing of materials, equipment, and labor and all incidentals for additional work not reasonably included in the plans and specifications that may be directed by the City of Bishop.

This bid item has been established to compensate for any costs resulting from unforeseen interferences, changes to the work, or other items in connection with constructing the improvements that require work or material by the Contractor in beyond those items included in the Contract. Work performed under this item shall be performed only when directed in writing by the Engineer.

There is no direct payment for this item. Payment shall be made only for additional authorized work performed. Depending upon the amount of additional work authorized and completed, the amount bid may be used entirely, partially, or not at all. Upon exhaustion of the contingency amount, any additional work shall require a Contract Change Order by the City.
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I. TECHNICAL SPECIFICATIONS
SECTION 1 EARTHWORK
SECTION 1.01 EARTHWORK – GENERAL

1.01A GENERAL
Earthwork shall consist of performing operations necessary to complete all excavation, preparation of subgrade, ditching, structural excavation, trenching, backfill compacting, sloping, trimming the subgrade, and finish grading. These specifications designate the requirements for earthwork in connection with any construction required and approved by the City.

Earthwork shall also include all clearing and grubbing, removal and disposal of composite surface, removal of water, excavation of all classes of earth and rock regardless of character and subsurface conditions and disposal of all excess excavation.

1.01B EARTHWORK IN STATE AND COUNTY RIGHTS-OF-WAY
Earthwork within the rights-of-way of the State of California, Department of Transportation and the County Road Department shall be done in accordance with requirements and provisions of the permits issued by those agencies for the construction within their respective rights-of-way. Such requirements and provisions, where applicable, shall take precedence and supersede the provisions of the specifications contained herein if more restrictive.

1.01C SAFETY PRECAUTIONS
All excavations shall be performed, protected and supported as required for safety and in the manner set forth in the operating rules, orders and regulations prescribed by the Division of Industrial Safety of the State of California. Barriers shall be placed at each end of all excavations and at such places as may be necessary along excavations to warn all pedestrian and vehicular traffic of such excavations.

1.01D BRACING EXCAVATIONS
All excavations shall be properly supported in the manner prescribed by the rules, orders and regulations of the Division of Industrial Safety of the State of California. Excavations shall be so braced, sheeted and supported that they will be safe and the ground alongside the excavation will not slide or settle, and all existing improvements of any kind, either on public or private property, will be fully protected from damage. If any damage does result to such improvements, the Contractor, at their own expense, shall make the necessary repairs or reconstruction required as directed by the City.

Excavations shall be so braced or sheeted so as to provide conditions under which workers may work safely and efficiently at all times. The sheeting, shoring and bracing shall be so arranged as not to place any stress on portions of the completed work until the general construction thereof has proceeded far enough to provide ample strength. Any damage to 224
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structures occurring through settlements, water or earth pressures, slides, cave-ins or other causes shall be repaired before acceptance by the City.

Where timber sheeting extends below the invert of the pipe, it shall be cut off at the top of the pipe and the upper portion removed without harming the support conditions. This requirement will not be necessary where steel sheeting is used for shoring below the invert of the pipe.

Care shall be exercised in the drawing or removing of sheeting, shoring, bracing and timbering to prevent the caving or collapsing of the excavation faces which are being supported.

1.01E OPEN EXCAVATIONS AND STOCKPILING
Open excavations and stockpiles shall be controlled in a manner to prevent water running into excavations. Obstruction of surface drainage shall be avoided and means shall be provided whereby storm and wastewater can flow uninterruptedly in existing or established flowage courses, other surface drains or temporary drains. Material for backfill or for protection of excavation in public roads from surface drainage shall be neatly placed and kept shaped so as to cause the least possible interference with public travel. Free access must be provided to all fire hydrants, water valves, meters, private drives, roads or existing access routes.

1.01F SUBGRADE PREPARATION
This section covers the preparation of subgrade materials prior to the installation of additional fill and or improvements.

Scarifying and conditioning shall be required for dry soils, soils with excessive moisture, non-uniform soils, or when pavement is to be placed directly on the subgrade material. If allowed by the Engineer and the City Inspector, cemented soils may not require scarifying and conditioning. Once scarifying and conditioning has been complete where necessary, subgrade shall be loosened to a minimum 6” depth. All rocks 4” and larger shall be removed. Water may be added in order to achieve optimum moisture content. Blending wet material with dry material and drying wet material is allowed in order to reach the specified minimum relative compaction. In areas where scarifying and conditioning are not necessary, moisture content of the top 6” of the subgrade shall meet the optimum moisture content and the minimum relative compaction.

All subgrade shall be compacted to a minimum relative compaction of 90 percent for a minimum depth of 6”, unless otherwise specified. Compaction testing shall adhere to the requirements of ASTM D1557. Subgrade located beneath asphalt paving sections shall be compacted to a minimum relative compaction of 95 percent for a minimum depth of 6”, unless otherwise specified.

1.01G SAND BEDDING
Sand bedding shall conform to the requirements of Section 19-3.02F(2) in the most recent 225
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edition of the California Department of Transportation Standard Specifications.

1.01H AGGREGATE FOR PIPE BEDDING FOUNDATION
Aggregate base for pipe bedding foundations shall conform to the requirements for Class 2 Aggregate Base with ¾” Maximum Aggregate as specified in Section 26-1.02 in the most recent edition of the California Department of Transportation Standard Specifications.

1.01I OBSTRUCTIONS
All underground improvements shall be preserved and protected. Where it is necessary to remove and replace or to relocate such improvements in order to prosecute the work, they shall be removed, maintained in operation, and permanently replaced as directed by the Owner of the discovered obstruction or as directed by the City.

1.01J COMPACTION TESTS
Compaction in the street zone for City streets shall be a minimum 95% relative compaction in accordance with the methods specified by ASTM D1557 Material shall be A.C. on Class 2 Aggregate Base as determined by the City based upon the native conditions, traffic index and other pertinent items.

Backfill of excavations within the rights-of-way of County streets and State highways shall be done in accordance with the requirements and to the satisfaction of the Road Department of the County and Caltrans, respectively.

Compaction in area not in State, County or City rights-of-way shall be tested at locations selected by the City and in accordance with the methods specified by ASTM D1557.

1.01K CORRECTION OF FAULTY GRADES
Where excavation is inadvertently carried below subgrade and/or foundation elevations, suitable provision shall be made for adjustment of the subgrade. The subgrade or foundation shall be restored to a condition similar to the condition existing prior to the over-excavation and by means acceptable to the City.

1.01L OVEREXCAVATION
The contractor shall immediately notify the Engineer and the City Inspector of any questionable conditions, such as pumping areas or expansive subgrade soils, so an overexcavation determination may be made in a timely fashion. If, in the opinion of the Engineer and/or the City Inspector, the existing subgrade is unsatisfactory to support the new improvements, the Contractor shall overexcavate as directed by the Engineer and City Inspector. The removed materials shall be replaced with Class II Aggregate Base as specified in Section 3 in these technical specifications or other material acceptable to the Engineer and the City Inspector. Additional stabilization materials such as geogrid or geosynthetics may be necessary for deep stabilization and shall be used as directed by the Engineer and the City Inspector.
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1.01M CLEARING AND GRUBBING
Clearing and Grubbing shall conform to the requirements of Section 17-2 in the most recent edition of the California Department of Transportation Standard Specifications.

1.01N BLASTING AND EXPLOSIVES
Blasting is not allowed within the City.

1.01O DEWATERING
Dewatering shall conform to the requirements of the City of Bishop Ordinance 599 Industrial Waste Discharge Program.

SECTION 1.02 EARTHWORK – PIPELINE AND TRENCH

1.02A GENERAL
Work in connection with pipelines and trench earthwork shall include but not be limited to any or all of the following described operations: clearing; excavation of all classes and whatever substance encountered; backfilling; fine grading; preparation of right-of-way; subgrade for pipe and structures; and paving and performing any other similar, incidental, or appurtenant earthwork operation which may be necessary to properly complete the work indicated. Trenching and backfilling requirements are shown in the Standard Drawings.

1.02B EXCAVATION FOR PIPE TRENCHES
Trenches for pipelines shall be excavated to the lines and grades required and as approved by the City.

1.02C TRENCH WIDTH
The overall trench width shall be at least 6” wider than the largest outside diameter of the pipe. Excavating and trenching shall be true to line so that a clear space of at least 6 inches in width is provided on each side of the largest outside diameter of the pipe in place. For the purpose of these technical specifications, the largest outside diameter shall be the outside diameter of the bell, on bell and spigot pipe, the outside diameter of coupling for sleeve coupling pipe. Trench width shall also be wide enough to accommodate compaction equipment necessary for material compaction.

1.02D LIMIT OF EXCAVATION
Except by special permission of the City, the maximum length of open trench shall not exceed 200 feet at any one location including excavation, construction, pipe laying and backfilling. In addition, at locations where access may be somewhat limited, requiring rerouting of traffic unnecessarily, the City may reduce the maximum length of open trench permitted.

1.02E TRENCH BOTTOM FOR PIPE
The trench bottom shall be graded to provide a smooth, firm foundation at every point throughout the length of the pipe.
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In suitable material, the trench shall be excavated to a depth 6 inches below the established grade line of the outside bottom of the pipe. The bottom of the trench shall then be backfilled with sand and uniformly graded to produce a firm but yielding subgrade which will provide uniform support of the pipe along the full length of each section. The sand bedding material so prepared throughout a minimum depth of 6 inches shall meet the requirements as specified in Section 1.01G in these technical specifications.

If it becomes necessary to excavate below the established grade line in order to remove boulders or other interfering objects, the voids shall be filled with material densified in the matter specified for bedding materials.

Where excavation is in rock, hardpan, shale, or other similar hard and unyielding materials, the trench shall be excavated to a depth at least 12 inches below the established grade line of the outside bottom of the pipe and filled with sand as specified in Section 1.02G in these technical specifications to grade line. The subgrade shall then be completed as previously stated. The material so placed shall be compacted to 90% relative compaction.

When excavation is in soft, unstable or excessively wet material which is unsuitable as a foundation for the pipe, such material shall be removed as directed by the City and replaced with sand to a depth approximately 18 inches below the grade line.

At each joint in the pipe, the bottom of the trench shall be recessed in such a manner as to relieve the bell of the pipe or the pipe coupling of all load and to ensure continuous bearing along the pipe barrel upon the bedding material.

1.02F TRENCH BACKFILL
All trenches shall be backfilled after pipe, fittings and appurtenances have been installed.

Backfill material shall be in accordance with Section 1.01G of these technical specifications. Whenever a relative compaction requirement value is specified herein, it shall be a percentage of the maximum density. Optimum moisture content and maximum density shall be determined in accordance with ASTM D1557 and density of soil in place shall be determined using methods approved by the City.

All wood and waste material shall be removed from excavation preparatory to backfilling.

Backfill material shall be approved in all cases by the City and shall be free of trash, wood, large rock, or other objectionable debris. Backfilling shall include the refilling and compaction of the fill in trenches of excavations up to the subgrade of the street or to the existing ground surface.

1.02G PIPE BEDDING
The pipe shall be carefully bedded during initial pipe zone backfill operations by hand placing, slicing with a shovel and tamping or “walking in” the material under the lower sector of the pipe to produce firm support for the full length of the barrel with full bearing to the horizontal centerline of the pipe.
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Pipe bedding material shall be in accordance with Section 1.01G of these technical specifications.

1.02H PROCEDURE AT PIPE ZONE
Subsequent backfill in the pipe zone shall consist of placing backfill material simultaneously on each side of the pipe for the full width of the trench and compacting said material to a relative compaction of 90% within the limits of the pipe zone. The pipe zone shall be considered to extend 12 inches above the top of the outside diameter of the pipe.

The pipe shall be carefully bedded by hand placing and compacting clean imported sand as provided herein from the pipe foundation and/or subgrade to the horizontal centerline of the pipe prior to backfilling above the pipe within the “pipe zone.” The pipe bedding shall be compacted by approved methods to a relative compaction of 90%. The pipe bedding backfill shall be brought to optimum moisture content and shall be placed in layers not exceeding 6 inches in thickness and each layer shall be solidly tamped with the proper tools so as not to injure, damage or disturb the pipe. Backfilling shall be carried on simultaneously on each side of the pipe to assure proper protection of the pipe.

1.02I PROCEDURE ABOVE PIPE ZONE
The remaining portion of the trench to within 2-1/2 feet of the finished roadway surface or ground surface, as the case may be, shall be backfilled, compacted and/or consolidated to obtain a relative density of 95%.

1.02J COMPACTION IN OPEN FIELDS
In open field, where paving or structures will not be above the excavated area, backfill and compaction shall extend to the top of the trench, leaving the top slightly mounded.

1.02K PROCEDURE AT STREET ZONE
The top 2-1/2 feet of the trench within roadbed areas shall be compacted in horizontal layers not exceeding 6 inches in thickness, using approved hand, pneumatic or mechanical type tampers to obtain a relative density of 95% with a moisture content within 2% of optimum. Flooding and jetting will not be permitted within roadbed area. Compaction requirements in the street zone may be modified by the backfill requirements of other government agencies in areas where these agencies have jurisdiction.

The roadbed area as used herein shall be considered as extending five feet beyond the curbs, gutters or paved shoulders.

From existing street grade to 2-1/2 feet below street grade, the material for backfill shall be minimum 4” A.C. on minimum 8” Class 2 aggregate base as determined by the City.

Pavement shall be in accordance with Section 5 of these technical specifications. 229
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1.02L EXCESS EXCAVATED MATERIAL
All surplus material not required for backfill shall be disposed of by the Contractor outside the limits of the public rights-of-way and/or easements.

No excavated material shall be deposited on private property, unless written permission is secured by the Contractor. Before the City will accept the work as being completed, the Contractor shall file a written, notarized release signed by all property owners with whom he has entered into agreements for disposal of excess excavated material, absolving the City from any liability connected therewith.

1.02M IMPORTED PIPE BACKFILL MATERIAL
Whenever the excavated material is not suitable for backfill, pipe backfill material shall be imported. Pipe backfill material shall be in accordance with shall be in accordance with Section 1.01G of these technical specifications
SECTION 2 REMOVAL OF EXISTING IMPROVEMENTS
SECTION 2.01 REMOVAL OF EXISTING IMPROVEMENTS - GENERAL Removal of existing improvements shall include the removal of all material of whatever nature necessary for the construction as approved by the City.

SECTION 2.02 REMOVAL OF EXISTING IMPROVEMENTS – LIMITS OF WORK

2.02A DEMOLITION
Unless specified otherwise, the demolition of buildings and structures will be included in the removal of existing improvements.

2.02B BITUMINOUS PAVEMENT
Bituminous pavement shall be removed to straight, clean lines by saw cutting at all locations where the removal of existing improvements does not include the entire paved area. Saw cutting is required for creating pavement joints. In locations where the top surface of the existing bituminous pavements is to be removed by milling or other approved methods, a minimum removal depth of twice the maximum aggregate size of the new pavement material is required. At locations where cold planning and paving is required, edges shall be trimmed to neat, straight lines at least 6 inches wider than the trench on each side, prior to resurfacing, to ensure all resurfaced areas are accessible to rollers for subgrade, base, and asphalt compaction. At locations where new pavement adjoins existing asphalt or concrete pavement, the existing pavement shall be saw or blade cut to straight lines at a 45⁰ angle.

2.02C CONCRETE
Concrete removal shall conform to the requirements of Section 15-1.03B in the most recent edition of the California Department of Transportation Standard Specifications. 230
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SECTION 2.03 – REMOVAL OF EXISTING IMPROVEMENTS – REMOVAL OF

MATERIALS
Unless otherwise specified, the Contractor shall be responsible for hauling all removed materials from the site. The construction area shall be left with a clean, neat and finished appearance.

SECTION 2.04 – REMOVAL OF EXISTING IMPROVEMENTS – PROTECTION OF

ITEMS NOT REMOVED

2.04A PROTECTION
Existing improvements, adjacent property, utilities and other facilities, and trees and plants that are not to be removed shall be protected from injury or damage resulting from the Contractor’s operation.

2.04B RESPONSIBILITY
Any existing improvements, adjacent property, utilities, sprinkler systems, signs and other facilities or appurtenances, including trees and plants which are damaged or displaced as a result of the Contractor’s operation, shall be replaced or restored to the original position and condition prevailing prior to the start of their operations at the Contractor’s own cost and expense, unless otherwise directed by the Engineer.

SECTION 3 AGGREGATE BASE COURSES
SECTION 3.01 AGGREGATE BASE COURSES – GENERAL
Work described in this section shall consists of furnishing, placing, and compacting aggregate base courses constructed in accordance with the requirements hereinafter set forth and in reasonably close conformity with the lines, grades, thicknesses, and cross sections shown on the Plans or established by the Engineer.

SECTION 3.02 AGGREGATE BASE COURSES – MATERIALS
Aggregate Base Course material shall conform to the requirements for Class 2 Aggregate Base with ¾” Maximum Aggregate as specified in Section 26-1.02 in the most recent edition of the California Department of Transportation Standard Specifications.

SECTION 3.03 AGGREGATE BASE COURSES – CONSTRUCTION
Construction of Aggregate Base Course shall conform to the requirements of Section 26-

1.03 in the most recent edition of the California Department of Transportation Standard Specifications.

SECTION 4 CONCRETE CONSTRUCTION
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SECTION 4.01 CONCRETE CONSTRUCTION – GENERAL
Work described in this section shall consists of furnishing, mixing, placing, finishing, curing and protecting all general use concrete constructed in accordance with the requirements hereinafter set forth and in reasonably close conformity with the lines, grades, thicknesses, and cross sections shown on the Plans or established by the Engineer.

SECTION 4.02 CONCRETE CONSTRUCTION – MATERIALS

4.02A GENERAL USE CONCRETE
General use concrete shall contain not less than six sacks of Portland cement per cubic yard and have a minimum compressing strength of 3,000 psi in 28 days. General use concrete shall also contain synthetic fiber reinforcement and air entrainment. Currently accepted City of Bishop concrete mix design is 711 mix design no. 650065A6 or approved equal.

SECTION 4.03 CONCRETE CONSTRUCTION – INSTALLATION

4.03A SUBMITTALS
A material submittal shall be provided to the City for review and approval prior to placing any concrete. The mix design shall include the following: one cubic yard trial weights of trial batch points, aggregate gradation summaries for fine and coarse aggregate, the source and supply of all materials included in the mix design, and the trial batch strength results.

4.03D PROTECTION OF WORK
Protection of work for all General Use Concrete shall conform to the requirements of Section 90-1.03C in the most recent edition of the California Department of Transportation Standard Specifications.

SECTION 5 HOT MIX ASPHALT
SECTION 5.01 HOT MIX ASPHALT – GENERAL
Work described in this section shall consists of furnishing, placing, compacting, and finishing all hot mix asphalt constructed in accordance with the requirements hereinafter set forth and in reasonably close conformity with the lines, grades, thicknesses, and cross sections shown on the Plans or established by the Engineer.

SECTION 5.02 HOT MIX ASPHALT – MATERIALS
Hot Mix Asphalt material shall conform to the requirements of Section 39-2.02B in the most recent edition of the California Department of Transportation Standard Specifications. Contractor shall provide documentation to the City that the job mix formula has been reviewed and verified by Caltrans.

SECTION 5.03 HOT MIX ASPHALT – INSTALLATION

5.03A SUBMITTALS
A material submittal shall be provided to the City for review and approval prior to placing 232
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any hot mix asphalt.

5.03B INSPECTION AND TESTING
Inspection and testing for all Hot Mix Asphalt shall conform to the requirements of Section 39-2.02A(4) in the most recent edition of the California Department of Transportation Standard Specifications.

5.03C SURFACE PREPARATION
Surface preparation for all Hot Mix Asphalt shall conform to the requirements of Section 39-2.01C(3) in the most recent edition of the California Department of Transportation Standard Specifications.

5.03D CONSTRUCTION LOADS
The Contractor shall take precautions when operating equipment adjacent to improvements. The Contractor shall not operate equipment capable of producing a surcharge which would impact the stability of adjacent improvements.

5.03E PLACING OF MATERIALS
Placement of materials for all Hot Mix Asphalt shall conform to the requirements of Section 39-2.02C in the most recent edition of the California Department of Transportation Standard Specifications.

5.03F ACCEPTANCE
Acceptance for all Hot Mix Asphalt shall conform to the requirements of Section 39-

2.01A(4)(i) in the most recent edition of the California Department of Transportation Standard Specifications.

SECTION 6 REMOVAL AND RESURFACING OF STREET PAVEMENT AND

SURFACES
SECTION 6.01 REMOVAL AND RESURFACING OF STREET PAVEMENT AND SURFACES – GENERAL
Street pavement and surfaces shall be removed and replaced in all areas of construction where excavation is required and as approved by the City. Resurfacing of existing pavement and surfaces damaged or removed in connection with the construction of improvements shall conform to the provisions of permits issued by the state or county agency for the work within the rights-of-way of the respective agency.

SECTION 6.02 REMOVAL AND RESURFACING OF STREET PAVEMENT AND SURFACES – EARTHWORK
Earthwork shall conform to Section 1 in these technical specifications. 233
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SECTION 6.03 REMOVAL AND RESURFACING OF STREET PAVEMENT AND SURFACES – PAVEMENT REMOVAL

6.03A GENERAL
Street pavement or existing road surfacing shall be removed within the limits of all construction excavations prior to proceeding with excavation operations of any nature.

Surplus material shall be removed as provided in Section 2 in these technical specifications.

Prior to removal of existing surfacing, full depth pavement cuts shall be made neat and straight along both sides of the trench and parallel to the alignment of the pipe to provide an unfractured and level pavement joint for bonding existing surfacing with pavement replacement. Where large irregular surfaces are removed, such trimming or cutting as hereinafter provided shall be parallel with roadway centerline or at right angles to the same.

All cut edges shall provide clean, full depth, solid, vertical faces free from all loose material.

6.03B PORTLAND CEMENT CONCRETE SURFACES
Concrete pavement, including cross-gutters, curbs and gutters, sidewalks, driveways and concrete surfaces of whatever nature shall be saw cut to a minimum depth of 1-1/2 inches prior to removal. Said new cut shall be made at a point approximately 1 foot beyond the edge of the trench and/or excavation prior to surface replacement.

6.03C ASPHALT CONCRETE PAVEMENT
Streets and alleys surfaced with asphalt concrete pavement shall be initially cut by means of pneumatic pavement cutters or other approved equipment at the limits of the trench and/or excavation prior to removal of surfacing. After backfilling the excavation, asphalt concrete pavement shall be saw cut to a minimum depth of 2 inches at a point not less than 12 inches outside the limits of excavation or the previous pavement cut (made by pneumatic tools), whichever limits are the greater. The additional surfacing saw cut shall be removed and disposed of prior to resurfacing.

SECTION 6.04 REMOVAL AND RESURFACING OF STREET PAVEMENT AND SURFACES – RESURFACING
In all streets or alleys in which the surface is removed, broken or damaged by equipment or in which the ground has caved in or settled due to the installation of the improvements, the surface shall be restored to the original grade and crown section. Where the street has been improved with roadway surface, base material, curb, sidewalk or gutter, trenches or damaged sections shall be restored with the type of improvement conforming to that which existed prior to the work. Prior to resurfacing, the existing surfacing shall be removed as provided above. All broken and jagged edges of the trench edge shall be straight. If during the initial removal of the existing pavement a method of removal was used which disturbed the adjoining pavement or if during general construction the adjacent pavement was disturbed, then this adjoining pavement must also be removed and replaced. Where irregular surfaces are to be surfaced, existing pavement shall be cut parallel to the alignment of the pipe or to the centerline of the street. End cuts shall be perpendicular to the street alignment.
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All work shall match the appearance of the existing improvements and finished pavement shall not deviate from existing grade by more than 1/8 inch in 10 feet and shall be free from ruts, depressions and irregularities. Tack coat shall be applied to vertical surfaces against which asphalt is to be placed. The completed surface, when ready for acceptance, shall be thoroughly compacted, true to grade and cross section and shall be free from ruts, depressions and irregularities. Where the trench line is approximately parallel with the traveled way, the pavement shall be brought to the final grade with a paving machine or approved equal. The resulting edge of contact between the new and existing pavement on each side shall parallel the existing trench and be a straight and neat join line. New pavement shall not lap over existing pavement.

In the event that no pavement structural section requirements are specified by any other agency, the minimum pavement section for patches shall be 4 inches of asphalt pavement (HMA-A) over 8 inches of Class 2 aggregate base compacted to 95 percent (95%) relative compaction per Sections 3 and 5 in these technical specifications.

SECTION 6.05 REMOVAL AND RESURFACING OF STREET PAVEMENT AND SURFACES – TEMPORARY RESURFACING
In the event that it is necessary to construct a temporary patch, the Contractor shall adhere to the Temporary AC Trench Patch detail the project plans. A permanent patch shall be constructed as soon as practical.

SECTION 7 SIGNAGE & STRIPING
SECTION 7.01 SIGNAGE & STRIPING – GENERAL
These specifications designate the requirements for performing signage and striping work.

All signage and markings shall comply with the CA MUTCD.

SECTION 7.02 SIGNAGE & STRIPING - MATERIALS

7.02A SIGNS
All materials necessary for sign installation shall conform to the requirements of Section 82-2.02 in the most recent edition of the California Department of Transportation Standard Specifications.

7.02B STRIPING
All materials necessary for striping installation shall conform to the requirements of Section 84-2.02 in the most recent edition of the California Department of Transportation Standard Specifications.

SECTION 7.03 SIGNAGE & STRIPING – SIGNAGE INSTALLATION

7.03A PERMANENT SIGNS
All signage installation shall conform to the requirements of Section 82-2.03 in the most recent edition of the California Department of Transportation Standard Specifications. 235
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7.03B CONSTRUCTION SIGNS
All construction signage installation shall conform to the requirements of Section 12-3.11 in the most recent edition of the California Department of Transportation Standard Specifications.

SECTION 7.04 SIGNAGE & STRIPING – STRIPING INSTALLATION All striping installation shall conform to the requirements of Section 84-2.03 in the most recent edition of the California Department of Transportation Standard Specifications.

SECTION 8 LANDSCAPING
REFER TO INSERTED PAGES TITLED:
• SECTION 32 84 00 “IRRIGATION INSTALLATION”
• SECTION 32 93 00 “PLANT INSTALLATION”
• SECTION 32 05 33 “LANDSCAPE MAINTENANCE”
SECTION 9 COMPLETED FACILITIES
The City shall have the right upon ten days written notice to the Contractor to take possession of and use any completed or partially completed portion of the work notwithstanding that the time for completing the entire work may not have expired, but such taking possession and use and assumption of maintenance of any portion of the work shall not be deemed an acceptance of any work. It is the intent of this section to provide for the City placing into operation portions of the facilities as the work progresses.

When any section of the improvements has been completed in all respects, except for trench resurfacing, the City may so notify the Contractor in writing as provided herein. After such notice has been given, the City shall have the right to place such section of the facility into service and to operate same. The Contractor will be relieved of the duty of maintaining and protecting said portion of the work except for any resurfacing, if required. When resurfacing is not required, the Contractor shall be relieved of the responsibility and duty of maintaining and protecting portions of the roadway only after receiving written notice from the City.

However, nothing in this section shall be construed as relieving the Contractor of full responsibility for correcting defective work or materials in accordance with the Contract Documents.

SECTION 10 INSPECTION OF WORK
All work shall be subject to inspection and shall be left open and uncovered until the installation is inspected by the City.
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The City shall at all times have access to the work during construction and shall be furnished with every reasonable facility for ascertaining full knowledge respecting the progress, workmanship and character of materials used and employed in the work.

The Contractor shall submit a schedule to the City outlining the proposed construction operation including the hours of work. If any changes in the project schedule or hours of work are made, the Contractor shall give at least two working days written notice to the City so that proper inspection may be provided.

No valves, fittings or other materials shall be installed until inspected and approved by the City. All installations which are to be backfilled shall be inspected and approved by the City prior to backfilling and due notice shall be given to the City in advance of backfilling so that proper inspection may be provided.

The inspection of the work shall not relieve the Contractor of any of his obligations to complete the work as prescribed by the City Specifications. Defective work shall be made good and unsuitable materials may be rejected notwithstanding the fact that such defective work and unsuitable materials have been previously overlooked by the City and accepted.

The City shall have the authority to suspend the work wholly or in part for such time as it may deem necessary due to the failure to perform any provisions of City Specifications.

The work shall be resumed when methods or defective work are corrected as ordered or approved in writing by the City.

The Contractor shall bear all costs of construction inspection. The Contractor shall also bear the cost of traffic regulations lawfully enacted by the Federal Government, the State of California, Inyo County or the City during the time of performing work affecting the property of said Government, State, County or City.

Quality Assurance testing and inspection will be provided by the City. Quality Assurance to be provided includes the following:
• Compaction testing for placed fill, trench backfill, aggregate base, and asphalt • Concrete sampling, testing and observation during construction • Material sampling and testing for aggregate base, plantmix bituminous pavement Quality Control shall be the Contractor’s responsibility. All samples shall be furnished by the Contractor without cost to the City. The City may waive sampling and testing if adequate information, properly certified, is available to indicate that materials comply with the terms of specifications. Any retests due to faulty workmanship or materials or any additional testing and inspection resulting from Contractor initiated delays or changes shall be paid for by the Contractor.

SECTION 11 CLEAN-UP
During the progress of the work, the premises shall be kept free of any unsightly accumulation of rubbish and debris. Upon completion of the work and before final 237
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acceptance of the completed facility by the City, all unused materials, rubbish, concrete forms, surplus excavated material and other materials or equipment shall be removed from the work area.

If during the progress of the work any improvements, such as, fences, lawns, shrubs or other vegetation, whether on private or public property are damaged, they shall be restored to a condition equivalent to that which existed before work started before acceptance of the completed facilities by the City.
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BISHOP PARK FIELD 6 RENOVATIONS LANDSCAPE MAINTENANCE
WR 8715007 32 05 33 - 1
SECTION 32 05 33

LANDSCAPE MAINTENANCE

1. GENERAL

1.1. RELATED DOCUMENTS

1.1.1. Drawings and general provisions of the Contract, including General and Supplementary Conditions apply to this Section.

1.2. SUMMARY

1.2.1. The following items are intended to give the contractor a general description of the work to be applied under this section and are not to be construed as a detailed list of the items to be performed during the 120-day maintenance period.

1.2.1.1. Adjust list below to suit Project.

1.2.1.2. Contractor shall provide Landscape Architect with a written schedule of maintenance operations and timelines for regular site checks.

1.2.1.3. Maintain all landscape planter areas and materials.

1.2.1.4. Check landscape irrigation system on a regular basis to maintain proper water coverage.

1.2.1.5. Control and eliminate weeds and pests in all areas.

1.2.1.6. Mow and edge turf.

1.2.1.7. Keep the project site clear of trash and debris throughout the duration of the maintenance period.

1.2.2. Related Sections include the following:

1.2.2.1. Division 32, Section “Irrigation Installation”

1.2.2.2. Division 32, Section "Plant Installation"

1.3. QUALITY ASSURANCE

1.3.1. All persons utilized by the Contractor in the performance of this contract shall be fully qualified, professional gardeners with experience in the grounds maintenance field. This experience must have provided, as a minimum, broad knowledge of all phases of landscape pest and disease control; shrub and tree pruning; fertilization; and irrigation system operation, maintenance and repair. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when planting is in progress.

1.4. MAINTENANCE PERIOD

1.4.1. The maintenance period may not start until written approval is given by the Landscape Architect stating that all items of the project have been completed in conformance to the plans and specifications.
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1.4.2. The maintenance period may be extended beyond the 60-day period until the project is fully accepted by the Owner.

1.4.3. The contractor is fully responsible for the project improvements during the maintenance period. Damage to any elements during the maintenance period shall be replaced by the contractor at no cost to the owner.

1.5. PROJECT ACCEPTANCE

1.5.1. Any work not in compliance with the plans and specifications shall be subject to removal and replacement prior to final acceptance of the project.

1.5.2. The contractor shall contact the Landscape a minimum of 72 hours prior to scheduling the final walk through to generate a final punch-list.

1.5.3. Contractor shall provide the owner with copies of the final record drawings, product manuals and controller schedules prior to acceptance of the project.

2. PRODUCTS

2.1. FERTILIZER

2.1.1. Gro-Power Plus- Fertilizer shall be derived from organic materials consisting of higher plant form life, composted beyond the fibrous stage. It shall NOT contain poultry, animal, or human waste (i.e., sewage sludge), pathogenic viruses, fly larvae, insecticides, fungicides, or poisonous chemicals that would inhibit plant growth; and shall have the following guaranteed analysis:

Nitrogen 5
Phosphoric Acid 3
Water Soluble Potash 1
Humus 70
Humic Acids 15
Soluble Metallic Iron 1

3. EXECUTION

3.1. MAINTENANCE

3.1.1. General Requirements

3.1.1.1. Any eroded areas shall be repaired by the replacement of the proper material to bring them back to original grade as required.

3.1.1.2. Contractor shall repair damage to plant material and/or irrigation system within 48 hours of written notice from the Landscape Architect.

3.1.2. Turf

3.1.2.1. All turf areas shall be mown to a height of approximately 1½”–2”on a weekly basis upon establishment.

3.1.2.2. Edges shall be trimmed on a regular basis to maintain a neat appearance.

3.1.2.3. Grass clippings will be removed from site on day work is performed and area cleaned.
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3.1.2.4. Contractor shall apply fertilizer at a rate of 20 pounds per 1000 square feet in 30-day intervals to all turf areas.

3.1.3. Trees, Shrubs and Ground Cover

3.1.3.1. All debris resulting from care of shrubs, trees and other plant areas shall be removed from site on day work is performed and area cleaned.

3.1.3.2. Sucker growth from the base of trees at soil level or below shall be removed, unless otherwise directed.

3.1.3.3. Pruning shall be provided to encourage a healthy natural growth pattern for each variety of tree or shrub.

3.1.3.4. All pruning shall be towards developing the natural branching structure. All pruning shall be accomplished in accordance with accepted practices and standards.

3.1.3.5. The Contractor is responsible for ensuring the correct soil conditions are maintained for each tree, shrub, flower or plant covered under this contract in order to promote optimum growth, environment and health for the species of plant. This may require addition of soil, soil amendments, humus, mulch, gypsum, sulphur, all of which will be provided by the Contractor at no additional cost to the Government.

3.1.4. Irrigation System

3.1.4.1. Make adjustments and settings of automatic controllers, if any, to establish frequency and length of watering periods. During the contract period, the Contractor will repair or replace any equipment damaged as a result of contract operations at the Contractor's expense.

3.1.4.2. Sprinkler system shall not be operated when extremely windy or freezing conditions prevail.

3.1.4.3. Watering cycles shall be timed to cause the least inconvenience to the building occupants and visitors. Entrances shall not be wet during the arrival and departure of occupant employees/residents.

3.1.4.4. Sprinkler heads on a continuing basis will be cleaned, adjusted, repaired, and maintained at a proper height.

3.1.4.5. When irrigating turfed areas, Contractor must make sure that sprinkler heads are adjusted to cover turf areas and shrubs and that sprinkler heads are clean so the water comes out evenly. The Contractor is responsible for ensuring that all turf, groundcovers, shrubs and trees are adequately watered at all times, whether or not sprinklers are provided.

3.2. CLEAN UP AND PROTECTION

3.2.1. During landscape work, keep pavements clean and work areas in an orderly condition.

3.2.2. Protect landscape work and materials from damage due to landscape operations, operations by other contractors and trades and trespassers. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged landscape work as directed.
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3.2.3. All clippings, trimmings, cuttings, trash and debris resulting from work of this contract shall be promptly removed from the site.

END OF SECTION
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BISHOP PARK FIELD 6 RENOVATIONS IRRIGATION INSTALLATION WR 8715007 32 84 00 - 1
SECTION 32 84 00

IRRIGATION INSTALLATION

1. GENERAL

1.1. RELATED DOCUMENTS

1.1.1. Drawings and general provisions of the Contract, including General and Supplementary Conditions apply to this Section.

1.2. SUMMARY

1.2.1. This Section includes piping, valves, sprinklers, drip irrigation, controls, and wiring for automatic-control irrigation systems.

1.3. DEFINITIONS

1.3.1. Lateral Line Piping: Downstream from control valves to sprinklers, specialties, and drain valves. Piping is under pressure during flow.

1.3.2. Irrigation Mainline Piping: Downstream from point of connection to water distribution piping to, and including, control valves. Piping is under water-distribution-system pressure.

1.4. PERFORMANCE REQUIREMENTS

1.4.1. Design 100 percent water-coverage irrigation system for turf, shrub and ground cover areas as indicated on drawings.

1.4.2. Location of Sprinklers and Specialties: Design location is diagrammatic. Make minor adjustments necessary to avoid plantings and obstructions such as signs and light standards. Maintain 100 percent water coverage of turf, shrub and ground cover areas indicated.

1.4.3. Minimum Working Pressures: The minimum pressure requirements for piping, valves, and drip irrigation shall be as indicated on the drawings.

1.5. SUBMITTALS

1.5.1. Product Data: Include pressure ratings, rated capacities, and settings of selected models for the following including but not limited to:

1.5.1.1. Pressure regulators.

1.5.1.2. Master valves

1.5.1.3. Gate valves

1.5.1.4. Booster Pump

1.5.1.5. Quick coupling valve

1.5.1.6. Control-valve boxes.
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1.5.1.7. Irrigation heads.

1.5.1.8. Controllers. Include wiring diagrams.

1.5.1.9. Control cables. Include splice kits

1.5.2. As-Built Drawings: The contractor shall prepare drawings (on mylar) showing dimensions and exact location of the following irrigation items:

1.5.2.1. Point of connection to water meter.

1.5.2.2. Secondary box for electrical point of connection

1.5.2.3. Electrical pedestal

1.5.2.4. Gate Valves

1.5.2.5. Location of pressure mainlines

1.5.2.6. Irrigation sleeves and electrical conduit

1.5.2.7. Routing of mainline and controller wiring

1.5.2.8. Irrigation Controller

1.5.2.9. Booster pump

1.5.2.10. Other equipment shown on the drawings and requested by the landscape architect.

The as-built drawings shall be provided by the contractor to the owner prior to final acceptance of the project. Contractor may pay the Landscape Architect’s printing costs to obtain a copy of the mylars.

1.5.3. Controller Charts: The contractor shall prepare controller charts showing the irrigation zone and associated station number. Controller charts shall be in color and easy to read. Contractor shall laminate completed charts and place within irrigation controller for easy reference.

1.6. QUALITY ASSURANCE

1.6.1. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use.

1.6.2. Installer Qualifications: A qualified irrigation installer whose work has resulted in successful installation of several irrigation systems.

1.6.2.1. Installer's Field Supervision: Require installer to maintain an experienced full-time supervisor on project site when irrigation installation is in progress.

1.7. DELIVERY, STORAGE, AND HANDLING

1.7.1. Deliver piping with factory-applied end caps. Maintain end caps through shipping, storage, and handling to prevent pipe-end damage and to prevent entrance of dirt, debris, and moisture.
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1.7.2. Store plastic piping protected from direct sunlight. Support to prevent sagging and bending.

1.8. WARRANTY

1.8.1. The contractor shall provide a warranty period of one (1) year from the date of final acceptance by the client for the entire irrigation system. Any problems that occur due to poor installation, workmanship or materials shall be replaced by the contractor at no cost to the owner.

1.8.2. Any settling of irrigation trenches which occur during the warranty period shall be repaired by the contractor at no cost to the owner, including repairs to all damaged property and plant material.

1.9. COORDINATION

1.9.1. Coordinate size and location of concrete bases for backflow preventers, irrigation controllers, etc. Cast anchor-bolt inserts into bases. Concrete, reinforcement, and formwork requirements are specified in Division 3.

1.9.2. Coordinate necessary sleeving and conduit for irrigation lines and electrical wires as required with concrete sub-contractor.

1.10. EXTRA MATERIALS

1.10.1. Furnish extra materials to the owner as described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1.10.1.1. Sprinkler Units: Equal to 5 percent of amount installed for each type and size indicated, but no fewer than 2 units.

1.10.1.2. Emitter Units: Equal to 10 percent of amount installed for each type indicated, but no fewer than 10 units.

1.10.1.3. Drip Tube Units: Equal to 5 percent of amount installed for each type indicated, but no fewer than 2 units.

2. PRODUCTS

2.1. MANUFACTURERS

2.1.1. In other Part 2 articles where titles below introduce lists, the manufacturer shall be as noted on the improvement plans or approved equal.

2.2. BACKFILL

2.2.1. Screened existing site material shall be used for backfill material. Backfill material shall be free from organic materials, large clods of earth or rocks larger than one (1) inch diameter, trash, debris, rubbish, broken cement, asphalt material or other substances.

2.2.2. Imported backfill material, if required, shall be clean soil consisting of earth, sand, sandy clay, loam or other approved materials, with no large clods of earth or rocks larger than one-half (1/2) inch in size.
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2.3. PIPES AND FITTINGS

2.3.1. Non-Pressure (lateral) line pipe: PVC Schedule 40 (size per plan)

2.3.2. Pressure (mainline) pipe: PVC Schedule 40 for pipe less than 2-1/2”. PVC Class 315 for pipe 2-1/2 and larger.

2.3.3. PVC Socket Fittings, Schedule 80: ASTM D 2467.

2.3.4. PVC Threaded Fittings: Schedule 80: ASTM D 2464.

2.4. CONTROL VALVES

2.4.1. Bronze Gate Valves: MSS SP-80, Class 125, Type 1, nonrising-stem, bronze body with solid wedge, threaded ends, and malleable-iron handwheel.

2.4.2. PVC Ball Valves: MSS SP-122, union type, with full-port ball, socket or threaded detachable end connectors, and pressure rating not less than 150 psi.

2.4.3. Bronze Automatic Control Valves: Cast-bronze body, normally closed, diaphragm type with manual flow adjustment, and operated by 24-V ac solenoid.

2.4.4. Plastic Automatic Control Valves: Molded-plastic body, normally closed, diaphragm type with manual flow adjustment, and operated by 24-V ac solenoid.

2.4.5. Quick-Couplers: Factory-fabricated, bronze or brass, two-piece assembly. Include coupler water-seal valve; removable upper body with spring-loaded or weighted, rubbercovered cap; hose swivel with ASME B1.20.7, 3/4-11.5NH threads for garden hose on outlet; and operating key. Locking-Top Option: Vandal-resistant, locking feature. Include two matching key(s).

2.5. CONTROL-VALVE BOXES

2.5.1. Plastic Control-Valve Boxes: Box and cover, with open bottom and openings for piping; designed for installing flush with grade. Include size as required for valves and service.

2.5.1.1. Shape: Round for quick couplets and Rectangular for control valves.

2.5.1.2. Sidewall Material: FRP.

2.5.1.3. Cover Material: FRP.

2.5.2. Drainage Backfill: Cleaned gravel or crushed stone, graded from ½” minimum to 1” maximum placed in bottom of valve box.

2.6. SPRINKLERS

2.6.1. Description: Plastic housing and corrosion-resistant interior parts designed for uniform coverage over entire spray area indicated, at available water pressure.

2.6.1.1. Bubblers: Fixed pattern, with screw-type flow adjustment.

2.6.1.2. 12” Pop-up Shrubbery Sprinklers: Fixed pattern, with screw-type flow adjustment.

2.6.1.3. 6” Pop-up, Spray Sprinklers: Fixed pattern, with screw-type flow adjustment and stainless-steel retraction spring.
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2.6.1.4. Pop-up, Rotary, Spray Sprinklers: Gear drive, full-circle and adjustable partcircle types.

2.7. DRIP IRRIGATION

2.7.1. Application Pressure Regulators: Brass or plastic housing, with corrosion-resistant internal parts, and capable of controlling outlet pressure to approximately 20 psi.

2.7.2. Strainer/Filter Units: Brass or plastic housing, with corrosion-resistant internal parts; of size and capacity required for devices downstream from unit.

2.7.3. Emitters: Vinyl body.

2.7.3.1. Multi-Outlet Emitters: As noted on the plans, or approved equal. With at least 6 outlets, to deliver the flow, as noted on the drawings, at approximately 20 psi.

2.7.3.2. Single-Outlet Emitters: As noted on plans, or approved equal. Emitters shall deliver the flow, as noted on the drawings, at approximately 20 psi.

2.7.4. Drip Tubes: Flexible PE or PVC tubing for emitters and other devices, of length indicated and with plugged end.

2.8. IRRIGATION CONTROLLER

2.8.1. Exterior Control Enclosures: NEMA 250, Type 4, weatherproof, with locking cover and two matching keys; include provision for grounding.

2.8.1.1. Material: Stainless steel or molded plastic, as noted on plans.

2.8.1.2. Mounting: Freestanding type for concrete-base mounting or wall mount, as noted on the plans.

2.8.2. Interior Control Enclosures: NEMA 250, Type 12, dripproof, with locking cover and two matching keys.

2.8.2.1. Material: Stainless steel or Molded plastic, as noted on plans, or approved equal.

2.8.2.2. Mounting: Surface type for wall mounting.

2.8.3. Controller Stations for Automatic Control Valves: Each station is variable from approximately 5 to 60 minutes. Include switch for manual or automatic operation of each station.

2.8.4. Timing Device: Adjustable, 24-hour, 14-day clock, with automatic operations to skip operations any day in timer period, to operate every other day, or to operate 2 or more times daily.

2.8.4.1. Manual or Semiautomatic Operation: Allows this mode without disturbing preset automatic operation.

2.8.4.2. Nickel-Cadmium Battery: Automatically powers timing device during power outages.

2.8.4.3. Surge Protection: Metal-oxide-varistor type on each station and primary power.
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2.8.5. Wiring: UL 493, Type UF-B multiconductor, with solid-copper conductors and insulated cable; suitable for direct burial.

2.8.5.1. Feeder-Circuit Cables: No. 12 AWG minimum, between building and controllers.

2.8.5.2. Low-Voltage, Branch-Circuit Cables: No. 14 AWG minimum, between controllers and automatic control valves; color-coded different from feedercircuit-cable jacket color; with jackets of different colors for multiple-cable installation in same trench.

2.8.5.3. Splicing Materials: Manufacturer’s packaged kit consisting of insulating, spring-type connector or crimped joint and epoxy resin moisture seal; suitable for direct burial.

2.8.6. Concrete Base: Reinforced precast concrete with opening for wiring.

2.9. INSULATED CAGE/WEATHER BLANKET

2.9.1. Insulated cage and/or weather blanket shall be the make and model as shown on the drawings.

3. EXECUTION

3.1. EARTHWORK

3.1.1. Refer to Division 31 Section "Earthwork" for excavating, trenching, and backfilling.

3.1.2. Install piping and wiring in sleeves under sidewalks, roadways, parking lots.

3.1.2.1. Install piping sleeves by boring or jacking under existing paving if possible.

3.1.3. Provide minimum cover over top of underground piping according to the following:

3.1.3.1. Irrigation Main Piping: Minimum depth of 30 inches below finished grade, or not less than 18 inches below average local frost depth, whichever is deeper.

3.1.3.2. Lateral Line Piping: 18 inches.

3.1.3.3. Sleeves: 24 inches.

3.2. PIPING APPLICATIONS

3.2.1. Install components having pressure rating equal to or greater than system operating pressure.

3.2.2. Irrigation Main Line Piping: Use the following piping materials for each size range:

3.2.2.1. 2” and Smaller: Schedule 40, PVC pipe and Schedule 80 socket fittings, and solvent-cemented joints.

3.2.2.2. 2-1/2” and Larger: Class 315, PVC pipe and Schedule 80 socket fittings, and solvent-cemented joints.

3.2.3. Lateral Line Piping: Schedule 40, PVC pipe and Schedule 80 socket fittings, and solvent-cemented joints.
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3.2.4. Swing Joints: Schedule 80, PVC pipe; threaded PVC fittings; and threaded joints.

3.2.5. Sleeves: Schedule 40, PVC pipe and socket fittings; and solvent-cemented joints.

Sleeves to be 2 times the diameter of the pipe being sleeved.

3.3. PIPING INSTALLATION

3.3.1. Location and Arrangement: Drawings indicate diagrammatic location and arrangement of piping systems. Install piping as indicated unless deviations are required per site constraints. Any deviations must be shown on the approved as-built Drawings.

3.3.2. Install piping free of sags and bends.

3.3.3. Install groups of pipes parallel to each other, spaced to permit valve servicing.

3.3.4. Install fittings for changes in direction and branch connections.

3.3.5. Install unions adjacent to valves and to final connections to other components with NPS 2 or smaller pipe connection.

3.3.6. Install flanges adjacent to valves and to final connections to other components with NPS 2-1/2 or larger pipe connection.

3.3.7. Lay piping on solid subbase, uniformly sloped without humps or depressions.

3.3.8. Install PVC piping in dry weather when temperature is above 40 deg F 5 deg C. Allow joints to cure at least 24 hours at temperatures above 40 deg F 5 deg C before testing unless otherwise recommended by manufacturer.

3.3.9. Install water regulators with shutoff valve and strainer on inlet and pressure gage on outlet. Install shutoff valve on outlet.

3.4. VALVE INSTALLATION

3.4.1. Gate Valves: Install in valve box with top flush with grade.

3.4.1.1. Install valves and PVC pipe with restrained, gasketed joints.

3.4.2. Master Valves: Install in valve box with top flush with grade.

3.4.2.1. Install valves and PVC pipe with restrained, gasketed joints.

3.5. SPRINKLER INSTALLATION

3.5.1. Flush lateral line piping with full head of water and install sprinklers after hydrostatic test is completed.

3.5.2. Install sprinklers at manufacturer's recommended heights.

3.5.3. Locate part-circle sprinklers to maintain a minimum distance of 4 inches from walls and 2 inches from other boundaries, unless otherwise indicated.

3.6. IRRIGATION CONTROLLER INSTALLATION

3.6.1. Install freestanding controllers on precast concrete bases not less than 36 by 24 by 4 inches thick and not less than 6 inches greater in each direction than overall dimensions of controller.
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3.6.2. Install control cable in same trench as irrigation piping and at least 2 inches below or beside piping. Provide conductors of size not smaller than recommended by controller manufacturer. Install cable in separate sleeve under paved areas if irrigation piping is installed in sleeve.

3.7. CONNECTIONS

3.7.1. Drawings indicate general arrangement of piping, fittings, and specialties.

3.7.2. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B.

3.8. FIELD QUALITY CONTROL

3.8.1. Contractor shall have the Landscape Architect inspect and test, components and equipment installation, including connections. Report results in writing.

3.8.2. Perform the following field tests and inspections and prepare test reports:

3.8.2.1. Leak Test: After installation, charge system and test for leaks. Repair leaks and retest until no leaks exist.

3.8.2.2. Operational Test: After electrical circuitry has been energized, operate controllers and automatic control valves to confirm proper system operation.

3.8.2.3. Test and adjust controls and safety. Replace damage and malfunctioning controls and equipment.

3.8.3. Remove and replace units and retest/reinspect as specified above.

3.8.4. Verify that controllers are installed and connected according to the Contract Documents.

3.8.5. Verify that electrical wiring installation complies with manufacturer's submittal and installation requirements.

3.8.6. Complete startup checks according to manufacturer's written instructions.

3.9. ADJUSTING

3.9.1. Adjust settings of controllers.

3.9.2. Adjust automatic control valves to provide flow rate of rated operating pressure required for each sprinkler circuit.

3.9.3. Adjust sprinklers above finish grade as follows:

3.9.3.1. 1½” in seed and planter beds.

3.9.3.2. ½” in seed.

3.10. CLEANING

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3.11. DEMONSTRATION

3.11.1. Contractor shall train Owner's maintenance personnel to adjust, operate, and maintain controller and automatic control valves.

END OF SECTION
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SECTION 32 93 00

PLANT INSTALLATION

1. GENERAL

1.1. RELATED DOCUMENTS

1.1.1. Drawings and general provisions of the Contract, including General and Supplementary Conditions apply to this Section.

1.2. SUMMARY

1.2.1. This Section includes the following:

1.2.1.1. Sod

1.2.1.2. Trees

1.2.1.3. Shrubs

1.2.1.4. Ground cover

1.2.2. Related Sections include the following:

1.2.2.1. Division 31, Section "Site Clearing".

1.2.2.2. Division 31, Section "Earthwork”.

1.2.2.3. Division 32, Section "Landscape Maintenance".

1.3. DEFINITIONS

1.3.1. Finish Grade: Elevation of finished surface of planting soil.

1.3.2. Manufactured Soil: Soil produced off-site by homogeneously blending mineral soils or sand with stabilized organic soil amendments to produce topsoil or planting soil.

1.3.3. Planting Soil: Native or imported topsoil, manufactured topsoil, or surface soil modified to become topsoil; mixed with soil amendments.

1.3.4. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill immediately beneath planting soil.

1.3.5. Container-Grown Stock: Healthy, vigorous, well-rooted exterior plants grown in a container with well-established root system reaching sides of container and maintaining a firm ball when removed from container. Containers shall be rigid enough to hold ball shape and protect root mass during shipping and be sized according to ANSI Z60.1 for kind, type, and size of exterior plant required.

1.4. SUBMITTALS

1.4.1. Product Data: Contractor shall submit two (2) samples of the following for review and approval by Landscape Architect prior to delivery and installation:
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1.4.1.1. Bark mulch

1.4.1.2. Soil amendment(s)

1.4.2. Product Certificates

1.4.2.1. For soil amendments and fertilizers, signed by product manufacturer.

1.4.2.2. Each seed mixture for hydroseed and/or sod identifying source, including name and telephone number of supplier.

1.4.3. Material Test Reports: For soils analysis and imported topsoil.

1.4.4. Planting Schedule: Indicating anticipated planting dates for each type of planting.

1.4.5. Maintenance Instructions: Recommended procedures to be established by Owner for maintenance of plant material during a calendar year. Submit before expiration of required maintenance periods.

1.5. QUALITY ASSURANCE

1.5.1. Installer Qualifications: A qualified landscape installer whose work has resulted in successful plant establishment.

1.5.1.1. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when planting is in progress.

1.5.2. Soil-Testing Laboratory Qualifications: An independent laboratory, recognized by the State Department of Agriculture, with the experience and capability to conduct the testing indicated and that specializes in types of tests to be performed.

1.5.3. Imported topsoil Analysis: Furnish soil analysis by a qualified soil-testing laboratory stating percentages of organic matter; gradation of sand, silt, and clay content; cation exchange capacity; sodium absorption ratio; deleterious material; pH; and mineral and plant-nutrient content of topsoil.

1.5.3.1. Report suitability of topsoil for lawn growth. State recommended quantities of nitrogen, phosphorus, and potash nutrients and soil amendments to be added to produce a satisfactory lawn.

1.5.4. Trees, shrubs, and groundcovers shall conform to ANSI Z60.1. Plants shall have sufficient roots to hold earth intact after rootball is removed from the container without being rootbound. Plants shall be approved or rejected at the Contracting Officer's discretion for damage, health, form, and size at any time before planting. Plant material that is in poor health or damaged prior to final acceptance or during the maintenance period shall be replaced by the Contractor within five (5) days of written notice by the owner.

1.5.5. Observation: Landscape Architect may observe trees and shrubs either at place of growth or at site before planting for compliance with requirements for genus, species, variety, size, and quality. Landscape Architect retains right to observe trees and shrubs further for size and condition of balls and root systems, insects, injuries, and latent defects and to reject unsatisfactory or defective material at any time during progress of work. Remove rejected trees or shrubs immediately from Project site.

1.5.5.1. Notify Landscape Architect of sources of planting materials 48 hours in advance of delivery to site.
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1.5.6. Preconstruction meeting: Conduct preconstruction meeting at project site to comply with requirements set forth in the drawings and specifications.

1.6. DELIVERY, STORAGE, AND HANDLING

1.6.1. Sod: Harvest, deliver, store, and handle sod according to requirements in TPI's "Specifications for Turfgrass Sod Materials" and "Specifications for Turfgrass Sod Transplanting and Installation" in its "Guideline Specifications to Turfgrass Sodding."

1.6.2. Deliver trees, shrubs and ground cover after preparations for planting have been completed and install immediately. If planting is delayed more than six hours after delivery, set plant material in shade, protect from weather and mechanical damage, and keep roots moist.

1.6.2.1. Do not remove container-grown stock from containers before time of planting.

1.6.2.2. Water root systems of exterior plants stored on-site with fine-mist spray.

Water as often as necessary to maintain root systems in a moist condition.

1.6.3. Stockpiling: Stockpiling on-site, off-site and at source should be restricted to no more than the needs of what can be used in a 24-hour period. Stockpiles should be no more than 6 feet in height to prevent anaerobic conditions within the pile(s). Stockpiles shall be sheltered from weather to prevent excessive water absorption and blowing by winds, as approved by the Owner.

1.7. SCHEDULING

1.7.1. Weather Limitations: Proceed with planting only when existing and forecasted weather conditions permit.

1.7.2. Install trees, shrubs and ground cover prior to placement of sod/seed and after irrigation system is installed and operable.

1.8. WARRANTY

1.8.1. Special Warranty: Warrant the following exterior plants, for the warranty period indicated, against defects including death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect, or abuse by Owner, or incidents that are beyond Contractor's control.

1.8.1.1. Warranty Period for Trees, shrubs and ground cover: One year from date of final project acceptance.

1.8.1.2. Remove dead exterior plants immediately. Replace immediately unless required to plant in the succeeding planting season.

1.8.1.3. Replace exterior plants that are more than 25 percent dead or in an unhealthy condition at end of warranty period.

1.9. MAINTENANCE

1.9.1. Maintenance shall begin immediately after each area is planted and as described in Division 32, Section “Landscape Maintenance”.
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2. PRODUCTS

2.1. SOD

2.1.1. Sod shall be the type and variety as specified on the plans. Furnish viable sod of uniform density, color, and texture, strongly rooted, and capable of vigorous growth and development when planted.

2.2. SHRUBS

2.2.1. General: Furnish nursery-grown trees and shrubs complying with ANSI Z60.1, with healthy root systems developed by transplanting or root pruning. Provide well-shaped, fully branched, healthy, vigorous stock free of disease, insects, eggs, larvae, and defects such as knots, sun scald, injuries, abrasions, and disfigurement.

2.2.2. Grade: Provide shrubs of sizes and grades complying with ANSI Z60.1 for type of trees and shrubs required. Shrubs of a larger size may be used if acceptable to Landscape Architect, with a proportionate increase in size of roots or balls.

2.2.3. When formal arrangements or consecutive order of shrubs is shown, select stock for uniform height and spread to assure symmetry in planting.

2.3. SHADE AND FLOWERING TREES

2.3.1. Shade Trees: Single-stem trees with straight trunk, well-balanced crown, and intact leader, of height and caliper indicated, complying with ANSI Z60.1 for type of trees required.

2.3.1.1. Branching Height: One-third to one-half of tree height.

2.3.2. Small/Multistem Trees: Branched or pruned naturally according to species and type, with relationship of caliper, height, and branching according to ANSI Z60.1.

2.4. TOPSOIL

2.4.1. Topsoil: ASTM D 5268, pH range of 5.5 to 7, free of stones 1 inch or larger in any dimension and other extraneous materials harmful to plant growth.

2.4.1.1. Topsoil Source: Reuse surface soil stockpiled on-site. Verify suitability of stockpiled surface soil to produce topsoil. Clean surface soil of roots, plants, sod, stones, clay lumps, and other extraneous materials harmful to plant growth.

2.4.1.1.1. Supplement with imported or manufactured topsoil from offsite sources when quantities are insufficient. Obtain topsoil displaced from naturally well-drained construction or mining sites where topsoil occurs at least 4 inches deep; do not obtain from agricultural land, bogs or marshes.

2.5. SOIL AMENDMENTS

2.5.1. Lime: ASTM C 602, agricultural limestone containing a minimum 80 percent calcium carbonate equivalent. Provide lime in form of dolomitic limestone.

2.5.2. Sulfur: Granular, biodegradable, containing a minimum of 90 percent sulfur, with a minimum 99 percent passing through No. 6 sieve and a maximum 10 percent passing through No. 40 sieve.
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2.5.3. Iron Sulfate: Granulated ferrous sulfate containing a minimum of 20 percent iron and 10 percent sulfur.

2.5.4. Agricultural Gypsum: Finely ground, containing a minimum of 90 percent calcium sulfate.

2.5.5. Compost: Well-composted, stable, and weed-free organic matter, pH range of 5.5 to 8; moisture content 35 to 55 percent by weight; 100 percent passing through 1-inch sieve; soluble salt content of 5 to 10 decisiemens; not exceeding 0.5 percent inert contaminants and free of substances toxic to plantings; and as follows:

2.5.5.1. Organic Matter Content: 50 percent of dry weight.

2.5.5.2. Feedstock: Agricultural, food, or industrial residuals; biosolids; yard trimmings; or source-separated or compostable mixed solid waste.

2.6. FERTILIZER

2.6.1. Commercial Fertilizer: Commercial-grade complete fertilizer of neutral character, consisting of fast- and slow-release nitrogen, 50 percent derived from natural organic sources of urea formaldehyde, phosphorous, and potassium in the following composition:

2.6.1.1. Composition: 1 lb/1000 sq. ft. of actual nitrogen, 4 percent phosphorous, and 2 percent potassium, by weight.

2.6.1.2. Composition: Nitrogen, phosphorous, and potassium in amounts recommended in soil reports from a qualified soil-testing agency.

2.6.2. Slow-Release Fertilizer: Granular or pelleted fertilizer consisting of 50 percent waterinsoluble nitrogen, phosphorus, and potassium in the following composition:

2.6.2.1. Composition: 20 percent nitrogen, 10 percent phosphorous, and 10 percent potassium, by weight.

2.6.3. Turf Starter Fertilizer: Shall consist of the following percents by weight:
12% nitrogen, 20% phosphoric acid, 0% potash

2.7. PLANTING ACCESSORIES

2.7.1. Selective Herbicides: EPA registered and approved, of type recommended by manufacturer for application.

2.7.2. Fiber Mulch: Biodegradable, dyed-wood, cellulose-fiber mulch; nontoxic; landscape grade walk-on bark from Redi-Gro Corporation.

2.7.3. Weed Control Barriers

2.7.3.1. Polyethylene Sheeting: ASTM D 4397, black, 0.006-inch- minimum thickness.

2.7.3.2. Nonwoven Fabric: Polypropylene or polyester fabric, 3 oz./sq. yd. minimum.

2.7.3.3. Composite Fabric: Woven, needle-punched polypropylene substrate bonded to a nonwoven polypropylene fabric, 4.8 oz./sq. yd.

2.7.4. Erosion Control Materials
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2.7.4.1. Erosion-Control Blankets: Biodegradable wood excelsior, straw, or coconutfiber mat enclosed in a photodegradable plastic mesh. Include manufacturer's recommended steel wire staples.

2.7.4.2. Erosion-Control Fiber Mesh: Biodegradable twisted jute or spun-coir mesh, a minimum of 0.92 lb/sq. yd., with 50 to 65 percent open area. Include manufacturer's recommended steel wire staples.

2.7.5. SAND: Clean, washed, natural or manufactured, free of toxic materials.

2.7.6. TREE STAKE

2.7.6.1. Reddy Stake system.

2.7.6.2. Wood Tree Stakes-Lodge pole pine stakes full-length treated with copper naphthanate. Minimum nominal size: two (2) inches in diameter x ten feet (2" x 10') long and pointed at one (1) end (adjust length to fit tree). Stakes shall be free from knots, checks, splits, or disfigurements.

2.7.6.3. Ties: 24" length Cinch Tie as manufactured by V.I.T. Company.

3. EXECUTION

3.1. EXAMINATION

3.1.1. Examine areas to receive plant material for compliance with requirements and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2. PREPARATION

3.2.1. Protect structures, utilities, sidewalks, pavements, and other facilities, trees, shrubs, and plantings from damage caused by planting operations.

3.2.1.1. Protect adjacent and adjoining areas from hydroseeding overspray.

3.2.2. Provide erosion-control measures to prevent erosion or displacement of soils and discharge soil-bearing water runoff or airborne dust to adjacent properties and walkways.

3.2.3. PLANTER AREAS

3.2.3.1. All planter areas shall be weed free at time of planting.

3.2.3.2. Loosen subgrade to a minimum depth of six inches. Remove stones larger than 1 inch in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property.

3.2.3.3. Contractor shall provide a soils report prepared by a qualified soils specialist prior to the start of planting to determine amendments and application rates.

A copy of the final soils report shall be provided to the Landscape Architect for approval prior to planting.

3.2.3.3.1. Soil amendments shall be spread into the top six inches of soil by a tiller per the soils report.
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3.2.3.4. The irrigation system shall be run to compact/settle all areas to a minimum depth of 12” prior to planting.

3.2.4. FINISH GRADES

3.2.4.1. Finish grading shall ensure proper drainage of the site.

3.2.4.2. Finish grades shall be established to a minimum depth adjacent to, but not limited to valve boxes, drains, manholes, sidewalks, concrete flatwork, etc. as follows:

3.2.4.2.1. Shrub and ground cover areas: 3½” below.

3.2.4.2.2. Sod areas: 1½” below

3.2.4.2.3. Seed areas: 1” below

3.2.4.3. Provide new planting soil to fill low spots to meet finish grades.

3.2.4.4. Limit fine grading to areas that can be planted in the immediate future.

3.2.4.5. Restore planting beds if eroded or otherwise disturbed after finish grading and before planting.

3.2.4.6. Grade planting beds to a smooth, uniform surface plane with loose, uniformly fine texture. Roll and rake, remove ridges, and fill depressions to meet finish grades.

3.3. INSTALLATION

3.3.1. SOD

3.3.1.1. Lay sod within 24 hours of harvesting. Do not lay sod if dormant or if ground is frozen or muddy.

3.3.1.2. Spread turf starter fertilizer onto the soil evenly at the rate of four (4) pounds per 1,000 square feet of lawn area.

3.3.1.3. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod; do not stretch or overlap. Stagger sod strips or pads to offset joints in adjacent courses. Avoid damage to subgrade or sod during installation.

Tamp and roll lightly to ensure contact with subgrade, eliminate air pockets, and form a smooth surface. Work sifted soil or fine sand into minor cracks between pieces of sod; remove excess to avoid smothering sod and adjacent grass.

3.3.1.4. Use a sharp knife to cut sod to fit curves, edges and irrigation heads.

3.3.1.5. Water intermittently to prevent drying when laying large areas of sod.

3.3.1.6. Saturate sod with fine water spray within two hours of planting. During first week, water daily or more frequently as necessary to maintain moist soil to a minimum depth of 1-1/2 inches below sod.

3.3.1.7. Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow surface to dry before planting. Do not create muddy soil. 258
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3.3.1.8. Restore areas if eroded or otherwise disturbed after finish grading and before planting.

3.3.2. SATISFACTORY TURF CONDITIONS

3.3.2.1. Sod

3.3.2.1.1. At end of maintenance period, a healthy, well-rooted, evencolored, viable lawn has been established, free of weeds, open joints, bare areas, and surface irregularities.

3.3.3. TREE, SHRUB AND GROUND COVER PLANTING

3.3.3.1. Layout individual tree, shrub and ground cover locations and areas for multiple plantings. Stake locations, outline areas, adjust locations when requested, and obtain Landscape Architect's acceptance of layout before planting. Make minor adjustments as required.

3.3.3.2. Dig holes large enough to allow spreading of roots, and backfill with planting soil.

3.3.3.3. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water.

3.3.3.4. Water thoroughly after planting, taking care not to cover plant crowns with wet soil.

3.3.3.5. Protect plants from hot sun and wind; remove protection if plants show evidence of recovery from transplanting shock.

3.3.4. PLANTING BACKFILL MIX

3.3.4.1. Backfill mix shall be amended with a combination of rock-free native soil and soil amendments and fertilizer per soils report.

3.4. CLEANUP AND PROTECTION

3.4.1. Promptly remove soil and debris created by plant installation from paved areas. Clean wheels of vehicles before leaving site to avoid tracking soil onto roads, walks, or other paved areas.

3.4.2. Erect barricades and warning signs as required to protect newly planted areas from traffic. Maintain barricades throughout maintenance period and remove after plant maintenance is established.

3.4.3. Remove erosion-control measures after establishment period.

END OF SECTION
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CITY OF BISHOP - FIELD 6, PHASE 1 PROJECT - ENGINEER'S ESTIMATE BID ESTIMATE FIELD 6 ENHANCEMENT PROJECT
6/17/2026
Base Bid
Item Number Description Qty Unit Unit Cost Total Cost
1 Mobilization, Traffic Control, and Best Management Practices 1 LS $113,100.00 $113,100.00 2 Clear and Grub 22,708 SY $3.00 $68,124.00
3 Remove Tree 3 EA $5,000.00 $15,000.00
4 Remove and Salvage Existing Surface Amenities 1 LS $3,500.00 $3,500.00 5 Remove Staked Fence 174 LF $3.00 $522.00
6 Remove Chainlink Fence 287 LF $20.00 $5,740.00
7 Remove 12" Storm Drain Pipe 16 LF $70.00 $1,120.00
8 Remove and Replace PCC Curb and Gutter 17 LF $200.00 $3,400.00 9 Remove and Replace PCC Sidewalk 171 SF $28.00 $4,788.00 10 Earthwork (Cut to Fill) 5,930 CY $20.00 $118,600.00
11 Place Topsoil 1,635 CY $130.00 $212,550.00
12 Construct Permanent Bituminous Pavement Patch 974 SF $18.00 $17,532.00 13 Install 12" CMP 32 LF $200.00 $6,400.00
14 Install 12" CMP Flared End Section 4 EA $1,000.00 $4,000.00 15 Install Temporary Staked Fence 426 LF $10.00 $4,260.00 16 Construct 4' Chainlink Fence 261 LF $30.00 $7,830.00 17 Construct 6' Chainlink Fence 500 LF $50.00 $25,000.00 18 Construct 4' Rolling Gate 1 EA $1,000.00 $1,000.00
19 Construct Decomposed Granite Path 900 SF $15.00 $13,500.00 20 Install 3" Domestic Water Meter 1 EA $10,000.00 $10,000.00 21 Install 3" RP Backflow Preventer with Enclosure 1 EA $7,500.00 $7,500.00 22 Install Overhead Irrigation 125,628 SF $1.00 $125,628.00 23 Remove Existing Irrigation 1 ALLOW $3,500.00 $3,500.00 24 Install Irrigation Controller with Sensors 1 EA $5,000.00 $5,000.00 25 Install Booster Pump 1 EA $45,000.00 $45,000.00
26 Install Class 315 PVC Mainline 1,000 LF $20.00 $20,000.00 27 Install Flow Sensor 1 EA $500.00 $500.00
28 Install Master Valve 1 EA $1,500.00 $1,500.00
29 Install 1" Quick Couplers w/ Valve Box 5 EA $700.00 $3,500.00 30 Install Gate Valves w/ Valve Box 3 EA $2,000.00 $6,000.00 31 Install Electric Remote Control Valves w/ Valve Box 16 EA $400.00 $6,400.00 32 Install Non-Irrigated Hydroseed 84,670 SF $0.10 $8,467.00 33 Install Redwood Headerboard 1,420 LF $3.00 $4,260.00 34 Install Turf Sod 123,038 SF $1.00 $123,038.00
35 Provide 120 Day Landscape Maintenance Period 1 LS $5,000.00 $5,000.00 36 Place Soccer Field Markings 1 LS $1,000.00 $1,000.00 37 Install Soccer Goal & Netting 2 EA $4,000.00 $8,000.00 38 Electrical Trench & Backfill 1,040 LF $80.00 $83,200.00 39 Construct Electrical Improvements 1 LS $100,700.00 $100,700.00 40 Construction Contingency 1 LS $50,000.00 $50,000.00
$1,244,159.00
$50,000.00
$1,294,200
Total Construction Cost =
SCE Improvements Cost =
Grand Total =
Wood Rodgers, Inc. Page 1 of 1 6/17/2026 260
Agenda Item: 11.E
Date of Meeting: June 22, 2026
Department: Community Services
To: City Council
From: Dan McElroy
Subject: Adoption of the Bishop City Park Master Plan
Prepared On: June 16, 2026
Attachments: Bishop Parks Master Plan Final
Appendix A - Public Comments
Appendix B - Existing Facilities Summary
Appendix C - Preliminary Estimate

STAFF REPORT
Background/History:

The Bishop City Park Master Plan was initiated to establish a comprehensive long-range vision for the Bishop City Park, recreational facilities, open spaces, and community amenities.

The Master Plan evaluates existing park conditions, identifies current and future recreational needs, and provides recommendations for improvements that support the City's goals for quality of life, health, wellness, and community engagement.

The planning process was aided by selected vendor Wood Rodgers and included extensive public outreach and stakeholder engagement, including community workshops, surveys, meetings with user groups, and consultation with City commissions and advisory bodies. Input received throughout the process helped shape the goals, priorities, and recommendations contained within the Master Plan.

The resulting document provides a framework to guide park development and investments over the next 10 to 20 years and serves as a resource for future grant opportunities, capital improvement planning, and policy decisions.

Analysis/Discussion:

The Bishop City Park Master Plan establishes a community-driven vision for the future of the Bishop City Park. Key components of the Plan include:
• Assessment of existing park facilities and amenities. • Evaluation of recreational trends and community needs. • Identification of deficiencies and opportunities within the park system. • Recommendations for park improvements, renovations, and new amenities. 261
• Implementation priorities and potential funding opportunities.

Major recommendations of the Master Plan include:
• Rehabilitation and modernization of aging park infrastructure. • Expansion and enhancement of recreational opportunities for all age groups. • Improved accessibility and compliance with ADA requirements. • Development of additional community gathering spaces. • Enhancement of sports fields, courts, and trail connections. • Establishment of maintenance and replacement strategies to preserve public assets.

The Master Plan is intended to be a flexible planning document that can be implemented incrementally as funding becomes available. Adoption of the Plan does not commit the City to any specific project expenditure; rather, it provides policy direction and a framework for future decision-making.

Public participation was a critical component of the Master Plan process. Outreach efforts included:
• Community workshops and public meetings.
• Online and in-person surveys.
• Presentations to City Paks and Recreation Commission. • Public review of draft plan documents.

Community feedback consistently emphasized the importance of maintaining existing facilities, enhancing recreational opportunities, improving accessibility, and planning for future population needs.

Impacts to Council Goals and Strategic Planning Priorities:

The Bishop City Park Master Plan was identified as a priority for the City of Bishop Strategic Plan.

Budget Impacts:

There is no immediate fiscal impact associated with adoption of the City Park Master Plan.

Legal Review:

Attorney Pucci has reviewed this item and find that the recommended action complies with the law.

Recommended Action:

Adopt the Bishop City Park Master Plan as the City's guiding document for future park development, improvements, maintenance, and recreational facility planning.

Authorize staff to utilize the Master Plan in establishing future capital improvement priorities, grant applications, and funding strategies.

Approved By: Pam Foster 6/16/2026
Approved By:

Approved By:

Approved By:
262
City of Bishop
City Park Master Plan
DRAFT | June, 2026
263
City of Bishop | City Park Master Plan
Table of Contents
Acknowledgements
The City of Bishop: City Park Master Plan is the result of the collective expertise and passion of the many stakeholders and participants involved in the project. This document is fueled by the community’s deep connection to the park’s history and its vital role in the region. Designed as a living document, it provides a guiding vision intended to serve the evolving needs of the public for years to come.

City Council Members
• Stephen Muchovej, Mayor
• Dennis Freundt, Mayor Pro Tem
• Karen Schwartz, Council Member
• Jose Garcia, Council Member
• Karen Kong, Council Member
Parks and Recreation Commission Members
• Lisa Manuelito
• John Weatherford
• Kim Partridge
• Patty Cummings
• Cheryl Underhill
City of Bishop Government Officials
• Pam Foster, City Administrator
• Dan McElroy, Community Services Director
• Anastasiia Budnyk, Principal Planner
Prepared for:

Prepared By:

Contents

1. Introduction ................................................................ 3

2. Park Master Plan Goals .............................................. 5

3. Existing Conditions .....................................................6

4. Public Outreach Summary......................................... 11

5. Park Master Plan........................................................13

6. Implementation Plan ..................................................15 Appendix A: Public Outreach..........................................17 Appendix B: Existing Park Inventory...............................18 Appendix C: Planning Level Cost Estimates...................19 264
City of Bishop | City Park Master Plan

Page 3 ends
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