Stanton City Council
March 8, 2022

STANTON HOUSING AUTHORITY

NOTES TO BASIC FINANCIAL STATEMENTS
JUNE 30, 2021
(31)
NOTE 5 RETIREMENT PLANS (CONTINUED)
A. General Information about the Pension Plans (Continued) Benefits Provided (Continued)
Fire members may receive the alternate death benefit in lieu of the Basic Death Benefit or the 1957 Survivor Benefit if the member dies while actively employed and has at least 20 years of total CalPERS service. The cost of living adjustments for each plan are applied as specified by the California Public Employees’ Retirement Law.

The plans’ provisions and benefits in effect at the measurement date ended June 30, 2020, are summarized as follows:

Tier I Tier II Tier III - PEPRA
On or Prior to After On or After
Hire Date August 27, 2011 August 27, 2011 January 1, 2013 Benefit Formula 2%@55 2%@60 2%@62
Benefit Vesting Schedule 5 Years of Service 5 Years of Service 5 Years of Service Benefit Payments Monthly for Life Monthly for Life Monthly for Life Retirement Age 50 - 67 50 - 67 52 - 67
Monthly Benefits, as a % of Eligible
Compensation 1.426% to 2.418% 1.092% to 2.418% 1.0% to 2.5% Required Employee Contribution Rates 7.000% 7.000% 6.750% Required Employer Contribution Rates
Normal Cost Rate 11.031% 8.794% 7.732%
Payment of Unfunded Liability $ 22,718 $ 74 $ 269
Miscellaneous
Contributions
Section 20814(c) of the California Public Employees’ Retirement Law requires that the employer contribution rates for all public employers are determined on an annual basis by the actuary and shall be effective on the July 1 following notice of a change in the rate. The total plan contributions are determined through CalPERS’s annual actuarial valuation process. The actuarially determined rate is the estimated amount necessary to finance the costs of benefits earned by employees during the year, with an additional amount to finance any unfunded accrued liability. The Authority is required to contribute the difference between the actuarially determined rate and the contribution rate of employees. Authority contribution rates may change if plan contracts are amended.

Payments made by the employer to satisfy contribution requirements that are identified by the pension plan terms as plan member contributions requirements are classified as plan member contributions. The Authority’s portion of the pension contributions for the year ended June 30, 2021 was $37,811.

ATTACHMENT B

STANTON HOUSING AUTHORITY

NOTES TO BASIC FINANCIAL STATEMENTS
JUNE 30, 2021
(32)
NOTE 5 RETIREMENT PLANS (CONTINUED)
B. Pension Liabilities, Pension Expenses, and Deferred Outflows/Inflows of Resources Related to Pensions
As of June 30, 2021, the Authority reported net pension liabilities for its proportionate shares of the net pension liability of each plan as follows:

Proportionate
Share of
Net Pension
Liability
Miscellaneous 328,093 $
The Authority’s net pension liability for each plan is measured as the proportionate share of the net pension liability. The net pension liability of each of the plans is measured as of June 30, 2020, and the total pension liability for each plan used to calculate the net pension liability was determined by an actuarial valuation as of June 30, 2019, rolled forward to June 30, 2020, using standard update procedures. The Authority’s proportionate share of the net pension liability was based on a projection of the Authority’s long-term share of contributions to the pension plans relative to the projected contributions of all participating employers, actuarially determined.

The Authority’s proportionate share of the net pension liability for each plan as of the measurement date ended June 30, 2019and 2020, was as follows:

Miscellaneous
Proportion - June 30, 2019 3.39000%
Proportion - June 30, 2020 5.44000%
Change - Increase (Decrease) 2.05000%
For the year ended June 30, 2021, the Authority recognized pension expense of $51,599. At June 30, 2021, the Authority reported deferred outflows of resources and deferred inflows of resources related to pensions from the following sources:

Deferred Deferred
Outflows Inflows
of Resources of Resources
Pension Contributions Subsequent to Measurement Date 37,811 $ - $ Differences Between Actual and Expected Experience 16,908 - Changes in Assumptions - (2,340)
Changes in Employer's Proportion and Differences
Between the Employer's Contributions and the
Employer's Proportionate Share of Contributions - (6,502) Net Differences Between Projected and Actual
Earnings on Plan Investments 9,746 -
Total 64,465 $ (8,842) $
Miscellaneous

ATTACHMENT B

STANTON HOUSING AUTHORITY

NOTES TO BASIC FINANCIAL STATEMENTS
JUNE 30, 2021
(33)
NOTE 5 RETIREMENT PLANS (CONTINUED)
B. Pension Liabilities, Pension Expenses, and Deferred Outflows/Inflows of Resources Related to Pensions (Continued)
Deferred outflows of resources related to contributions subsequent to the measurement date reported as $37,811, will be recognized as a reduction of the net pension liability in the year ending June 30, 2022. Other amounts reported as deferred outflows and deferred inflows of resources related to pensions will be recognized as pension expense as follows:

Year Ending June 30, Miscellaneous
2021 (47) $
2022 6,805
2023 6,380
2024 4,674
2025 -
Thereafter -
Actuarial Assumptions
The total pension liability was based on the following assumptions:

Miscellaneous
Valuation Date June 30, 2019
Measurement Date June 30, 2020
Actuarial Cost Method Entry-Age Normal
Cost Method
Actuarial Assumptions:

Discount Rate 7.15%
Inflation 2.50%
Salary Increase (1)
Mortality Rate Table (2)
Post-Retirement Benefit Increase (3)
(1) Varies by entry age and service.
(2)
(3) The less of contract COLA or 2.50% until Purchasing Power Protection Allowance Floor on purchasing power applies, 2.50% thereafter.

The mortality table used was developed based on CalPERS-specific data. The probabilities of mortality are based on the 2017 CalPERS Experience Study for the period from 1997 to 2015. Pre-retirement and Post-retirement mortality rates includes 15 years of projected mortality improvement using 90% of Scale MP-2016 published by the Society of Actuaries. For more details on this table, please refer to the CalPERS Experience Study and Review of Actuarial Assumptions report from December 2017 that can be found on the CalPERS website.

ATTACHMENT B

STANTON HOUSING AUTHORITY

NOTES TO BASIC FINANCIAL STATEMENTS
JUNE 30, 2021
(34)
NOTE 5 RETIREMENT PLANS (CONTINUED)
B. Pension Liabilities, Pension Expenses, and Deferred Outflows/Inflows of Resources Related to Pensions (Continued)
Long-Term Expected Rate of Return
The long-term expected rate of return on pension plan investments was determined using a building-block method in which expected future real rates of return (expected returns, net of pension plan investment expense and inflation) are developed for each major asset class.

In determining the long-term expected rate of return, CalPERS took into account both short-term and long-term market return expectations, as well as the expected pension fund cash flows. Using historical returns of all the funds’ asset classes, expected compound (geometric) returns were calculated over the short-term (first 10 years) and the long-term (11+ years) using a building block approach. Using the expected nominal returns for both short-term and long-term, the present value of benefits was calculated for each fund. The expected rate of return was set by calculating the rounded single equivalent expected return that arrived at the same present value of benefits for cash flows as the one calculated using both short-term and long-term returns. The expected rate of return was then set equal to the single equivalent rate calculated above and adjusted to account for assumed administrative expenses.

The expected real rates of return by asset class are as follows:

Assumed Real Return Real Return
Asset Years Years
Allocation 1 - 10 (b) 11+ (c)
Global Equity 50.00% 4.80% 5.98%
Fixed Income 28.00% 1.00% 2.62%
Inflation Assets 0.00% 0.77% 1.81%
Private Equity 8.00% 6.30% 7.23%
Real Assets 13.00% 3.75% 4.93%
Liquidity 1.00% 0.00% -0.92%
Total 100.00%
(a) In the CalPERS ACFR, fixed income is included in global debt securities; liquidity is included in short-term investments; and inflation assets are included in both global equity securities and global debt securities.
(b) An expected inflation of 2.0% was used for this period. (c) An expected inflation of 2.92% was used for this period.

Asset Class (a)

ATTACHMENT B

STANTON HOUSING AUTHORITY

NOTES TO BASIC FINANCIAL STATEMENTS
JUNE 30, 2021
(35)
NOTE 5 RETIREMENT PLANS (CONTINUED)
B. Pension Liabilities, Pension Expenses, and Deferred Outflows/Inflows of Resources Related to Pensions (Continued)
Discount Rate
The discount rate used to measure the total pension liability was 7.15%. The projection of cash flows used to determine the discount rate assumed that contributions from plan members will be made at the current member contribution rates and that contributions from employers will be made at statutorily required rates, actuarially determined. Based on those assumptions, the Plan’s fiduciary net position was projected to be available to make all projected future benefit payments of current plan members. Therefore, the long-term expected rate of return on plan investments was applied to all periods of projected benefit payments to determine the total pension liability.

Sensitivity of the Proportionate Share of the Net Pension Liability to Changes in the Discount Rate
The following presents the Authority’s proportionate share of the net pension liability for each plan, calculated using the discount rate for each plan, as well as what the Authority’s proportionate share of the net pension liability would be if it were calculated using a discount rate that is one percentage point lower or one percentage point higher than the current rate:

Miscellaneous
1% Decrease 6.15%
Net Pension Liability 501,497 $
Current Discount Rate 7.15%
Net Pension Liability 328,093 $
1% Increase 8.15%
Net Pension Liability (Asset) 184,812 $
Pension Plans Fiduciary Net Position
Detailed information about each pension plan’s fiduciary net position is available in the separately issued CalPERS financial reports.

C. Payable to the Pension Plans
At June 30, 2021, the Authority had no outstanding amount of contributions to the pension plans required for the year ended June 30, 2021.

ATTACHMENT B

STANTON HOUSING AUTHORITY

NOTES TO BASIC FINANCIAL STATEMENTS
JUNE 30, 2021
(36)
NOTE 6 RESTATEMENT
Governmental
Activities
Net position at July 1, 2020, as originally
reported 41,521,990 $
Reclassification of the portion of land in capital assets that represents builidngs and improvements. Also,
recording the corresponding depreciation expense on
those buildings and improvements since the
acquisition date. (2,244,633) $
Net position at July 1, 2020, as restated 39,277,357 $

ATTACHMENT B

(37)

REQUIRED SUPPLEMENTARY INFORMATION (UNAUDITED)

ATTACHMENT B

STANTON HOUSING AUTHORITY

SCHEDULE OF PROPORTIONATE SHARE OF THE NET PENSION LIABILITY LAST TEN FISCAL YEARS*
See accompanying Note to Required Supplementary Information. (38)
Fiscal Year Ended June 30 2021 2020
Measurement Period June 30 2020 2019
Plan's Proportion of the
Net Pension Liability 5.44% 3.39%
Plan's Proportionate Share of
the Net Pension Liability $ 328,093 $ 188,943
Plan's Covered Payroll $ 92,886 $ 86,249
Plan's Proportionate Share of
the Net Pension Liability as a
Percentage of Covered Payroll 353.22% 219.07%
Plan's Proportionate Share of
the Fiduciary Net Position as
a Percentage of the Plan's
Total Pension Liability 74.82% 75.26%
Notes to Schedule:

Benefit Changes:

There were no changes in benefits.

Changes in Assumptions:

From fiscal year June 30, 2015 to June 30, 2016:

GASB 68, paragraph 68 states that the long-term expected rate of return should be determined net of pension plan investment expense but without reduction for pension plan administrative expense. The discount rate of 7.50% used for the June 30, 2014 measurement date was net of administrative expenses. The discount rate of 7.65% used for the June 30, 2015 measurement date is without reduction of pension plan administrative expense.

From fiscal year June 30, 2016 to June 30, 2017:

There were no changes in assumptions.

From fiscal year June 30, 2017 to June 30, 2018:

The discount rate was reduced from 7.65% to 7.15%.

From fiscal year June 30, 2018 to June 30, 2021:

There were no significant changes in assumptions.
* - Fiscal year 2015 was the 1st year of implementation, therefore only seven years are shown.

Miscellaneous

ATTACHMENT B

STANTON HOUSING AUTHORITY

SCHEDULE OF PROPORTIONATE SHARE OF THE NET PENSION LIABILITY (CONTINUED) LAST TEN FISCAL YEARS*
See accompanying Note to Required Supplementary Information. (39)
Fiscal Year Ended 2019 2018 2017 2016 2015
Measurement Period 2018 2017 2016 2015 2014
Plan's Proportion of the
Net Pension Liability 3.39% 3.39% 3.39% 3.39% 3.39%
Plan's Proportionate Share of
the Net Pension Liability $ 171,503 $ 174,231 $ 148,691 $ 110,824 $ 123,495 Plan's Covered Payroll $ 89,653 $ 74,185 $ 71,092 $ 66,722 $ 63,893 Plan's Proportionate Share of
the Net Pension Liability as a
Percentage of Covered Payroll 191.30% 234.86% 209.15% 166.10% 193.29% Plan's Proportionate Share of
the Fiduciary Net Position as
a Percentage of the Plan's
Total Pension Liability 75.26% 73.31% 74.06% 82.31% 80.06% Notes to Schedule:

Benefit Changes:

There were no changes in benefits.

Changes in Assumptions:

From fiscal year June 30, 2015 to June 30, 2016:

GASB 68, paragraph 68 states that the long-term expected rate of return should be determined net of pension plan investment expense but without reduction for pension plan administrative expense. The discount rate of 7.50% used for the June 30, 2014 measurement date was net of administrative expenses. The discount rate of 7.65% used for the June 30, 2015 measurement date is without reduction of pension plan administrative expense.

From fiscal year June 30, 2016 to June 30, 2017:

There were no changes in assumptions.

From fiscal year June 30, 2017 to June 30, 2018:

The discount rate was reduced from 7.65% to 7.15%.

From fiscal year June 30, 2018 to June 30, 2021:

There were no significant changes in assumptions.
* - Fiscal year 2015 was the 1st year of implementation, therefore only seven years are shown.

Miscellaneous

ATTACHMENT B

STANTON HOUSING AUTHORITY

SCHEDULE OF CONTRIBUTIONS
LAST TEN FISCAL YEARS*
See accompanying Note to Required Supplementary Information. (40)
Fiscal Year Ended June 30 2021 2020
Contractually Required Contribution
(Actuarially Determined) $ 20,389 37,811 $
Contributions in Relation to
the Actuarially Determined
Contributions (20,389) (37,811)
Contribution Deficiency (Excess) $ - - $
Covered Payroll $ 92,886 171,435 $
Contributions as a Percentage
of Covered Payroll 22.06% 21.95%
Notes to Schedule:

Valuation Date 6/30/2018 6/30/2017
Methods and Assumptions Used
to Determine Contribution Rates:

Actuarial Cost Method Entry Age Entry Age
Amortization Method (1) (1)
Asset Valuation Method Market Value Market Value
Inflation 2.500% 2.625%
Salary Increases (2) (2)
Investment Rate of Return 7.00% (3) 7.25% (3)
Retirement Age (4) (4)
Mortality (5) (5)
(1) Level percentage of payroll, closed
(2) Depending on age, service, and type of employment
(3) Net of pension plan investment expense, including inflation (5) Mortality assumptions are based on mortality rates resulting from the most recent CalPERS Experience Study adopted by the CalPERS Board.
* - Fiscal year 2015 was the 1st year of implementation, therefore only seven years are shown. (4) 50 for all plans with exception of 52 for Miscellaneous 2% @62 Miscellaneous

ATTACHMENT B

STANTON HOUSING AUTHORITY

SCHEDULE OF CONTRIBUTIONS (CONTINUED)
LAST TEN FISCAL YEARS*
See accompanying Note to Required Supplementary Information. (41)
Fiscal Year Ended 2019 2018 2017 2016 2015
Contractually Required Contribution
(Actuarially Determined) $ 15,914 $ 13,655 $ 11,105 $ 9,765 $ 25,263 Contributions in Relation to
the Actuarially Determined
Contributions (15,914) (13,655) (11,105) (9,765) (25,263) Contribution Deficiency (Excess) $ - $ - $ - $ - $ -
Covered Payroll $ 86,249 $ 89,653 $ 74,185 $ 71,092 $ 66,722 Contributions as a Percentage
of Covered Payroll 18.45% 15.23% 14.97% 13.74% 37.86%
Notes to Schedule:

Valuation Date 6/30/2016 6/30/2015 6/30/2014 6/30/2013 6/30/2012 Methods and Assumptions Used to Determine Contribution Rates:

Actuarial Cost Method Entry Age Entry Age Entry Age Entry Age Entry age Amortization Method (1) (1) (1) (1) (1)
Asset Valuation Method Market Value Market Value Market Value Market Value 15 Year Smoothed
Market Method
Inflation 2.75% 2.75% 2.75% 2.75% 2.75%
Salary Increases (2) (2) (2) (2) (2)
Investment Rate of Return 7.375% (3) 7.50% (3) 7.50% (3) 7.50% (3) 7.50% (3) Retirement Age (4) (4) (4) (4) (4)
Mortality (5) (5) (5) (5) (5)
(1) Level percentage of payroll, closed
(2) Depending on age, service, and type of employment
(3) Net of pension plan investment expense, including inflation (5) Mortality assumptions are based on mortality rates resulting from the most recent CalPERS Experience Study adopted by the CalPERS Board.
* - Fiscal year 2015 was the 1st year of implementation, therefore only seven years are shown. (4) 50 for all plans with exception of 52 for Miscellaneous 2% @62 Miscellaneous

ATTACHMENT B

STANTON HOUSING AUTHORITY

BUDGETARY COMPARISON SCHEDULE
YEAR ENDED JUNE 30, 2021
See accompanying Note to Required Supplementary Information. (42)
Variance from
Final Budget
Original Final Positive
Budget Budget Actual (Negative)

REVENUES
Interest Income $ 250,000 $ 150,000 $ 17,235 $ (132,765) Rental Income 500,000 500,000 562,993 62,993
Miscellaneous 11,500 2,000 1,171 (829)
Total Revenues 761,500 652,000 581,399 (70,601)

EXPENDITURES
Current:

General Government 256,930 256,930 169,255 87,675
Public Safety 5,147,040 - 2,630,896 2,516,144
Community Development 404,625 1,157,650 675,200 482,450 Public Works - - 1,750 (1,750)
Total Expenditures 661,555 6,561,620 3,477,101 3,084,519

EXCESS OF REVENUES OVER
(UNDER) EXPENDITURES 99,945 (5,909,620) (2,895,702) 3,013,918

OTHER FINANCING SOURCES
Sale of Capital Assets 210,100 - 210,100 -
NET CHANGE IN FUND BALANCE $ 99,945 $ (5,699,520) (2,685,602) $ 3,013,918 Fund Balance - Beginning of Year 16,761,383
FUND BALANCE - END OF YEAR $ 14,075,781

ATTACHMENT B

STANTON HOUSING AUTHORITY

NOTE TO REQUIRED SUPPLEMENTARY INFORMATION
JUNE 30, 2021
(43)
NOTE 1 BUDGET AND BUDGETARY ACCOUNTING
The Authority adopts an annual budget prepared on the modified accrual basis. The Executive Director is required, under Municipal Code Section 2.08.050, to prepare and submit to the Board of Directors the annual budget of the Authority and administer it after adoption. Legally, expenditures may not exceed total appropriations at the fund level. The Executive Director is authorized to transfer budgeted amounts within the accounts of any fund; however, any revisions between funds must be approved by the Board of Directors.

Prior year appropriations lapse, unless they are encumbered at year-end, and reappropriated through the formal budget process.

The budgetary information shown for revenues and expenditures represent the original adopted budget adjusted for any changes made by the Board of Directors or Executive Director.

ATTACHMENT B

ATTACHMENT B

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CliftonLarsonAllen LLP
CLAconnect.com
Honorable Mayor and
Members of the City Council
of the City of Stanton, California
Stanton, California
We have audited the financial statements of the governmental activities, the business-type activity, each major fund, and the aggregate remaining fund information of City of Stanton, California as of and for the year ended June 30, 2021, and have issued our report thereon dated February 17, 2022. We have previously communicated to you information about our responsibilities under auditing standards generally accepted in the United States of America, as well as certain information related to the planned scope and timing of our audit. Professional standards also require that we communicate to you the following information related to our audit.

Significant audit findings
Qualitative aspects of accounting practices
Accounting policies
Management is responsible for the selection and use of appropriate accounting policies. The significant accounting policies used by City of Stanton, California are described in Note 1 to the financial statements.

As described in Notes 1E and 16, the City implemented the Statement of Governmental Accounting Standards (GASB Statement) No. 84, Fiduciary Activities, in fiscal year 2020-2021 by reclassifying certain deposits from a fiduciary fund to the general fund. Accordingly, the cumulative effect of the accounting change as of the beginning of the year is reported in the Governmental Funds Statement of Revenues, Expenditures, and Changes in Fund Balances and the Statement of Activities.

We noted no transactions entered into by the entity during the year for which there is a lack of authoritative guidance or consensus. All significant transactions have been recognized in the financial statements in the proper period.

Accounting estimates
Accounting estimates are an integral part of the financial statements prepared by management and are based on management’s knowledge and experience about past and current events and assumptions about future events. Certain accounting estimates are particularly sensitive because of their significance to the financial statements and because of the possibility that future events affecting them may differ significantly from those expected. The most sensitive estimates affecting the financial statements were:
 The annual required contributions, pension expense, net pension liability and corresponding deferred outflows of resources and deferred inflows of resources for the City’s public defined benefit plans with CalPERS are based on actuarial valuations provided by CalPERS.

ATTACHMENT C

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Honorable Mayor and
Members of the City Council
of the City of Stanton

 The actuarially determined contributions, Other Post-Employment Benefit Plan (OPEB) expense, net OPEB liability, and corresponding deferred outflows of resources and deferred inflows of resources for the City’s OPEB plan are based on several key assumptions that are set by management with the assistance of an independent third-party actuary. These key assumptions include anticipated investment rate of return, health care cost trends, mortality, and certain amortization periods.
 Management’s estimate of the claims payable liabilities related to general liability and worker’s compensation claims are based on estimates by the claim’s administrators.

We evaluated the key factors and assumptions used to develop these accounting estimates in determining that it is reasonable in relation to the financial statements taken as a whole.

Financial statement disclosures
Certain financial statement disclosures are particularly sensitive because of their significance to financial statement users. There were no particularly sensitive financial statement disclosures.

The financial statement disclosures are neutral, consistent, and clear.

Difficulties encountered in performing the audit
We encountered no significant difficulties in dealing with management in performing and completing our audit.

Uncorrected misstatements
Professional standards require us to accumulate all misstatements identified during the audit, other than those that are clearly trivial, and communicate them to the appropriate level of management. The attached schedule summarizes uncorrected misstatements of the financial statements. Management has determined that their effects are immaterial, both individually and in the aggregate, to the financial statements taken as a whole.

Corrected misstatements
Management did not identify and we did not notify them of any financial statement misstatements detected as a result of audit procedures.

Disagreements with management
For purposes of this letter, a disagreement with management is a financial accounting, reporting, or auditing matter, whether or not resolved to our satisfaction, that could be significant to the financial statements or the auditors’ report. No such disagreements arose during our audit.

Management representations
We have requested certain representations from management that are included in the management representation letter dated February 17, 2022.

ATTACHMENT C

Honorable Mayor and
Members of the City Council
of the City of Stanton

Management consultations with other independent accountants In some cases, management may decide to consult with other accountants about auditing and accounting matters, similar to obtaining a “second opinion” on certain situations. If a consultation involves application of an accounting principle to the entity’s financial statements or a determination of the type of auditors’ opinion that may be expressed on those statements, our professional standards require the consulting accountant to check with us to determine that the consultant has all the relevant facts. To our knowledge, there were no such consultations with other accountants.

Significant issues discussed with management prior to engagement We generally discuss a variety of matters, including the application of accounting principles and auditing standards, with management each year prior to engagement as the entity’s auditors. However, these discussions occurred in the normal course of our professional relationship and our responses were not a condition to our engagement.

Other information in documents containing audited financial statements With respect to the management’s discussion and analysis, the schedules of proportionate share of the net pension lability, the schedule of contributions for the CalPERS miscellaneous and safety pension plans, the schedule of changes in the net OPEB liability (asset) and related ratios, and budgetary comparison schedules for the general fund and major special revenue funds, which are required supplementary information (RSI) accompanying the financial statements, we made certain inquiries of management about the methods of preparing the RSI, including whether the RSI has been measured and presented in accordance with prescribed guidelines, whether the methods of measurement and preparation have been changed from the prior period and the reasons for any such changes, and whether there were any significant assumptions or interpretations underlying the measurement or presentation of the RSI. We compared the RSI for consistency with management’s responses to the foregoing inquiries, the basic financial statements, and other knowledge obtained during the audit of the basic financial statements. Because these limited procedures do not provide sufficient evidence, we did not express an opinion or provide any assurance on the RSI.

With respect to the combining and individual non-major fund financial statements and schedules (collectively, the supplementary information) accompanying the financial statements, on which we were engaged to report in relation to the financial statements as a whole, we made certain inquiries of management and evaluated the form, content, and methods of preparing the information to determine that the information complies with accounting principles generally accepted in the United States of America, the method of preparing it has not changed from the prior period or the reasons for such changes, and the information is appropriate and complete in relation to our audit of the financial statements. We compared and reconciled the supplementary information to the underlying accounting records used to prepare the financial statements or to the financial statements themselves. We have issued our report thereon dated February 17, 2022.

The introductory and statistical sections accompanying the financial statements, which are the responsibility of management, were prepared for purposes of additional analysis and are not a required part of the financial statements. Such information was not subjected to the auditing procedures applied in the audit of the financial statements, and, accordingly, we did not express an opinion or provide any assurance on it.
* * *

ATTACHMENT C

Honorable Mayor and
Members of the City Council
of the City of Stanton

This communication is intended solely for the information and use of the City Council and management of City of Stanton, California and is not intended to be, and should not be, used by anyone other than these specified parties.

CliftonLarsonAllen LLP
Irvine, California
February 17, 2022

ATTACHMENT C

Honorable Mayor and
Members of the City Council
of the City of Stanton Page 5

ATTACHMENT C

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CliftonLarsonAllen LLP
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INDEPENDENT AUDITORS’ REPORT ON INTERNAL CONTROL OVER FINANCIAL REPORTING

AND ON COMPLIANCE AND OTHER MATTERS BASED ON AN AUDIT OF FINANCIAL

STATEMENTS PERFORMED IN ACCORDANCE WITH GOVERNMENT AUDITING STANDARDS Honorable Mayor and
Members of the City Council
of the City of Stanton, California
Stanton, California
We have audited, in accordance with the auditing standards generally accepted in the United States of America and the standards applicable to financial audits contained in Government Auditing Standards issued by the Comptroller General of the United States, the financial statements of the governmental activities, the business-type activity, each major fund, and the aggregate remaining fund information of the City of Stanton, California, as of and for the year ended June 30, 2021, and the related notes to the financial statements, which collectively comprise City of Stanton, California’s basic financial statements, and have issued our report thereon dated February 17, 2022.

Internal Control Over Financial Reporting
In planning and performing our audit of the financial statements, we considered City of Stanton, California's internal control over financial reporting (internal control) as a basis for designing audit procedures that are appropriate in the circumstances for the purpose of expressing our opinions on the financial statements, but not for the purpose of expressing an opinion on the effectiveness of City of Stanton, California’s internal control. Accordingly, we do not express an opinion on the effectiveness of City of Stanton, California’s internal control.

A deficiency in internal control exists when the design or operation of a control does not allow management or employees, in the normal course of performing their assigned functions, to prevent, or detect and correct, misstatements on a timely basis. A material weakness is a deficiency, or a combination of deficiencies, in internal control such that there is a reasonable possibility that a material misstatement of the entity’s financial statements will not be prevented, or detected and corrected on a timely basis. A significant deficiency is a deficiency, or a combination of deficiencies, in internal control that is less severe than a material weakness, yet important enough to merit attention by those charged with governance.

Our consideration of internal control was for the limited purpose described in the first paragraph of this section and was not designed to identify all deficiencies in internal control that might be material weaknesses or significant deficiencies and therefore, material weaknesses or significant deficiencies may exist that have not been identified. We did identify a certain deficiency in internal control, described below, that we consider to be a material weakness.

ATTACHMENT D

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Honorable Mayor and
Members of the City Council
of the City of Stanton, California
Material Weakness – Capital Assets of the Housing Authority Condition: The Housing Authority included the value of buildings and improvements in the land category of capital assets.

Criteria or specific requirement: Depreciable capital assets, such as buildings and improvements, should be depreciated over the life of the asset in accordance with the City’s capitalization and depreciation policy. When utilization of an asset changes over time, the original assessment must be reviewed to determine if it is still applicable.

Effect: Buildings and improvements were not depreciated over time, which resulted in a restatement in the current year to record $2.2 million of accumulated depreciation related to buildings and improvements.

Cause: The City erroneously included buildings and improvements in the land capital asset category, which is not depreciated.

Recommendation: We recommend the City implement policies and procedures to ensure the accurate recording of capital assets in the appropriate categories to ensure depreciation expense is calculated when appropriate.

Views of responsible officials and planned corrective actions:

The City’s position is it does have adequate procedures in place to ensure the accurate recording of capital assets. In the particular case involving the property acquisitions related to the Tina Pacific properties, the City chose to record all the acquisitions in its books as “land” for a few reasons. First, the City’s position is that the buildings did not significant value because the City’s intent was to purchase the land and demolish the buildings to complete the Tina Pacific affordable housing project. In addition, the appraisals obtained for these purchases only attributed value to the land and did not obtain value to the buildings. Considering the delay in disposition of these properties, the City reconsidered the function of the buildings in fiscal year 2019-2020 and determined a better use would be to rent them to third parties. The collection of rent provides a strong argument that the buildings have some value and complied with the auditors’ request to prepare the prior period adjustment that was requested.

Compliance and Other Matters
As part of obtaining reasonable assurance about whether City of Stanton, California's financial statements are free from material misstatement, we performed tests of its compliance with certain provisions of laws, regulations, contracts, and grant agreements, noncompliance with which could have a direct and material effect on the financial statements. However, providing an opinion on compliance with those provisions was not an objective of our audit, and accordingly, we do not express such an opinion. The results of our tests disclosed no instances of noncompliance or other matters that are required to be reported under Government Auditing Standards.

City’s Response to the Finding
The City’s response to the finding identified in our audit is described above. The City’s response was not subjected to the auditing procedures applied in the audit of the financial statements and, accordingly, we express no opinion on it.

ATTACHMENT D

Honorable Mayor and
Members of the City Council
of the City of Stanton, California
Purpose of this Report
The purpose of this report is solely to describe the scope of our testing of internal control and compliance and the results of that testing, and not to provide an opinion on the effectiveness of the entity’s internal control or on compliance. This report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the entity’s internal control and compliance. Accordingly, this communication is not suitable for any other purpose.

CliftonLarsonAllen LLP
Irvine California
February 17, 2022

ATTACHMENT D

CITY OF STANTON, CALIFORNIA

AGREED UPON PROCEDURES
APPROPRIATIONS LIMIT WORKSHEET NO. 6
YEAR ENDED JUNE 30, 2021

ATTACHMENT E

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CLA is an independent member of Nexia International, a leading, global network of independent accounting and consulting firms. See nexia.com/member firm disclaimer for details. (1)
CliftonLarsonAllen LLP
CLAconnect.com
INDEPENDENT ACCOUNTANTS’ REPORT

ON AGREED-UPON PROCEDURES APPLIED
TO APPROPRIATIONS LIMIT WORKSHEET NO. 6
To the Honorable Mayor and
Members of the City Council
of the City of Stanton
Stanton, California
We have performed the procedures enumerated below on the accompanying Appropriations Limit Worksheet No. 6 of the City of Stanton, California, (the City) for the year ended June 30, 2021. The City’s management is responsible for the Appropriations Limit Worksheet No. 6.

The City and the League of California Cities (as presented in the League publication entitled Article XIIIB Appropriations Limit Uniform Guidelines) have agreed to and acknowledged that the procedures performed are appropriate to meet the intended purpose of meeting the requirements of Section 1.5 of Article XIII-B of the California Constitution. This report may not be suitable for any other purpose. The procedures performed may not address all the items of interest to a user of this report and may not meet the needs of all users of this report and, as such, users are responsible for determining whether the procedures performed are appropriate for their purposes.

The procedures and the associated findings are as follows:
a. We obtained the completed Appropriations Limit Worksheet No. 6 for the year ended June 30, 2021, and compared the limit and annual adjustment factors included in that worksheet to the limit and annual adjustment factors that were adopted by resolution of the City Council.

We also compared the population and inflation options included in the aforementioned worksheet to those that were selected by a recorded vote of the City Council.

We noted that the inflation factor utilized by the City of 1.0385 did not equal the State of California Department of Finance’s inflation factor for fiscal year 2020-2021 of 1.0373. This resulted in the City’s adopted appropriations limit of $62,477,982 being $72,166 higher than what the appropriations limit would have been utilizing the appropriate factor, which was $62,405,982.
b. For the Appropriations Limit Worksheet No. 6, we added last year’s limit to the total adjustments, and compared the resulting amount to this year’s limit. We also recalculated the adjustment factor and the adjustment for inflation and population, and compared the results to the amounts on Worksheet No. 6.

No exceptions were noted as a result of our performing this procedure.

ATTACHMENT E

To the Honorable Mayor and
Members of the City Council
of the City of Stanton
(2)
c. We compared the prior year appropriations limit presented in the accompanying Appropriations Limit Worksheet No. 6 to the prior year appropriations limit adopted by the City Council for the prior year.

No exceptions were noted as a result of our performing this procedure.

We were engaged by the City to perform this agreed-upon procedures engagement and conducted our engagement in accordance with attestation standards established by the American Institute of Certified Public Accountants. We were not engaged to and did not conduct an examination or review engagement, the objective of which would be the expression of an opinion or conclusion, respectively, on the accompanying Appropriations Limit Worksheet No. 6. Accordingly, we do not express such an opinion or conclusion. Had we performed additional procedures, other matters might have come to our attention that would have been reported to you.

We are required to be independent of the City and to meet our other ethical responsibilities, in accordance with the relevant ethical requirements related to our agreed-upon procedures engagement.

This report is intended solely for the information and use of the City Council and management of the City and is not intended to be, and should not be, used by anyone other than these specified parties.

CliftonLarsonAllen LLP
Irvine, California
February 17, 2022

ATTACHMENT E

CITY OF STANTON
APPROPRIATIONS LIMIT WORKSHEET NO. 6
YEAR ENDED JUNE 30, 2021
See accompanying Notes to Appropriations Limit Worksheet No. 6. (3)
Appropriations Limit for Fiscal Year
Ended June 30, 2020 (Note 2) $ 60,138,591
Inflation Population
Factor Factor Combined
(Note 3) (Note 4) Factor
Adjustment Factors for the Fiscal Year
Ended June 30, 2021 (Note 2) 1.03850000 1.00040000 1.03890000 x 0.03890000 Adjustment for Inflation and Population 2,339,391 Other Adjustments (Note 5) - Total Adjustments 2,339,391 Appropriations Limit for Fiscal Year
Ended June 30, 2021 $ 62,477,982

ATTACHMENT E

CITY OF STANTON
NOTES TO APPROPRIATIONS LIMIT WORKSHEET NO. 6
JUNE 30, 2021
(4)
NOTE 1 PURPOSE OF LIMITED PROCEDURES REVIEW
Under Article XIIIB of the California Constitution (the Gann Spending Limitation Initiative), California governmental agencies are restricted as to the amount of annual appropriations from proceeds of taxes. Effective for years beginning on or after July 1, 1990, under Section

1.5 of Article XIIIB, the annual calculation of the appropriations limit is subject to a limited procedures review in connection with the annual audit.

NOTE 2 METHOD OF CALCULATION
Under Section 10.5 of Article XIIIB, for fiscal years beginning on or after July 1, 1990, the appropriations limit is required to be calculated based on the limit for the fiscal year 1986-87, adjusted for the inflation and population factors discussed at Notes 3 and 4 below.

NOTE 3 INFLATION FACTORS
A California governmental agency may adjust its appropriations limit by either the percentage change in California per capita personal income from the preceding year (which is supplied by the State Department of Finance), or the percentage change in the local assessment roll from the preceding year due to the change of local nonresidential construction. The factor adopted by the City of Stanton (the City) for fiscal year 2020-2021 represents the percentage change in California per capita personal income from fiscal year 2019-2020.

NOTE 4 POPULATION FACTORS
A California governmental agency may adjust its appropriations limit by either the annual percentage change of the jurisdiction’s own population, or the annual percentage change in population in the County where the jurisdiction is located. The factor adopted by the City for fiscal year 2020-2021 represents the annual percentage change in the population in the County where the City is located.

NOTE 5 OTHER ADJUSTMENTS
A California governmental agency may be required to adjust its appropriations limit when certain events occur, such as the transfer of responsibility for municipal services to, or from, another governmental agency or private entity. The City had no such adjustments for the year ended June 30, 2021.

ATTACHMENT E

1 CITY OF STANTON

REPORT TO CITY COUNCIL
TO: Honorable Mayor and Members of the City Council
DATE: March 8, 2022
SUBJECT: RENEWAL OF AUTHORIZATION FOR VIRTUAL PUBLIC MEETINGS PURSUANT TO AB 361
REPORT IN BRIEF:

Consideration of the circumstances of the state of emergency related to the COVID-19 pandemic to determine whether remote teleconference meetings of the City Council, Committees, and Commissions can continue to be held under the provisions of AB 361.

RECOMMENDED ACTION:

1. City Council declare that this item is not subject to the California Environmental Quality Act (“CEQA”) pursuant to Sections 15060(c)(2) and 15060(c)(3); and

2. Reconsider the circumstances of the state of emergency; and

3. Find that state or local officials have continued to impose or recommend measures to promote social distancing; and

4. Direct staff, no later than 30 days after the City Council approves the recommended action, to report back on the state-proclaimed state of emergency so that City Council may reconsider the circumstances of the emergency, and, if appropriate, make findings to continue to hold virtual meetings of City legislative bodies pursuant to AB 361.

BACKGROUND:

On October 26, 2021, City Council adopted Resolution 2021-34, which authorized City Staff to conduct remote teleconference meetings of the City Council, Committees, and Commissions under the provisions of AB 361 (in effect as of October 1, 2021 – Government Code Section 54953(e)). Pursuant to Government Code Section 54953(e)(3), the City Council is required every thirty (30) days to reconsider the circumstances of the state of emergency and determine whether:

Item: 12G
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2 • The state of emergency continues to directly impact the ability of the members to meet safely in person, or
• State or local officials continue to impose or recommend measures to promote social distancing.

If neither of the two finding options can be made by majority vote, the City Council, Committees, and Commissions will no longer be able to continue holding public meetings by teleconference without compliance to the Ralph M. Brown Act’s Section 54953(b)(3).

Section 54953(b)(3) imposes notice and access requirements for public meetings conducted via teleconference. Such requirements include identifying in the meeting notice and agenda the teleconference location of each member of the legislative body participating in the meeting and ensuring that each teleconference location be accessible to the public.

It is important to note that having virtual meetings under the provisions of Government Code Section 54953(e)(3) is optional. If the Council wishes, it may continue to meet inperson. In addition, hybrid meetings are permissible. Given that the dynamics of the pandemic and the health crisis are continually changing, the intent of the attached Resolution is to, among other things, allow for the City’s Council, Commissions, and Committees to meet virtually in the event of illness, quarantine, or other government measures. If the Council will meet only or partially in-person, it should ensure compliance with the Orange County Health Care Agency’s recommendations for local public meetings.

ANALYSIS/JUSTIFICATION:

Currently, the State of California and the County of Orange remain under the state of emergency brought on by the COVID-19 pandemic, particularly with the spread of the Omicron Variant. State and local officials are still recommending measures to promote social distancing. and the wearing of face masks.
3 COVID-19 Cases by City
COVID-19 United States Cases by County (by Johns Hopkins University) 4 Tracking COVID-19 in California
FISCAL IMPACT:

None.

ENVIRONMENTAL IMPACT:

None. This item is not subject to the California Environmental Quality Act (“CEQA”) pursuant to Sections 15060(c)(2) (the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment) and 15060(c)(3) (the activity is not a project as defined in Section 15378(b)(4) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential for resulting in physical change to the environment, directly or indirectly).

LEGAL REVIEW:

None.

STRATEGIC PLAN OBJECTIVE(S) ADDRESSED:

1. Provide a safe community.

PUBLIC NOTIFICATION:

Public notice for this item was made through the regular agenda process. 5 Prepared By: Approved as to Form By:
/s/ Jason Huynh
__________________________ __________________________
Jason Huynh
Management Analyst
HongDao Nguyen
City Attorney
Approved By:
/s/ Jarad L. Hildenbrand
__________________________
Jarad L. Hildenbrand
City Manager
1 CITY OF STANTON

REPORT TO CITY COUNCIL
TO: Honorable Mayor and Members of the City Council
DATE: March 8, 2022
SUBJECT: AWARD OF CONSTRUCTION CONTRACT TO J. KIM ELECTRIC, INC.

FOR CITY HALL NEW LIGHTING PROJECT
REPORT IN BRIEF:

The City of Stanton solicited bids for the services of a qualified professional to replace the light fixtures and associated electrical work at the City’s Banquet Hall located at 7800 Katella Avenue. Normal usage throughout the years has necessitated replacement. A total of three (3) bids were submitted and opened on February 15, 2022. Based on review of the bids and contractual documents submitted, City Staff recommends the lowest responsible and responsive bidder, J. Kim Electric, Inc., be awarded the construction contract.

RECOMMENDED ACTIONS:

1. City Council declare that the project is exempt from the California Environmental Quality Act (“CEQA”), Class 1, Section 15301(a); and

2. Award a construction contract to the lowest responsible and responsive bidder, J. Kim Electric, Inc., to provide professional lighting and electrical replacement services for the amount of $33,784.00; and

3. Authorize the City Manager to bind the City of Stanton and J. Kim Electric, Inc. in a contract to provide the services; and

4. Authorize the City Manager to approve contract change orders with J. Kim Electric, Inc., as needed and determined by City staff, for any contingencies up to a project total of $40,000.00.

BACKGROUND:

The City of Stanton requires the services of a qualified professional to replace the light fixtures and associated electrical work at the City’s Banquet Hall located at 7800 Katella Avenue in Stanton. Normal usage throughout the years have necessitated replacement.

Item: 12H
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2 The Project consists of lighting and electrical replacement and installation at the City of Stanton Banquet Hall, which requires the demolition and disposal of existing lighting control panel equipment and fixtures, reworking the electrical components at the existing lighting control box, and furnishing and installing new fixtures.

City staff released a Bid Package soliciting bids to perform the lighting and electrical replacement on January 13, 2022 with a mandatory pre-bid meeting on February 1, 2022.

Three (3) contractors submitted bids for this project and bids were opened on February 15, 2022. Typically, construction contract award is based on the lowest responsive, responsible Bidder as determined by the City from the Total Base Bid.

ANALYSIS/JUSTIFICATION:

Bid opening for this project was on February 15, 2022, and the contractors who attended the mandatory pre-bid conference were eligible to submit a bid. Three (3) contractors submitted bids for the project, and the lowest bid was for $33,784.00.

The three (3) following bids were received and opened with Total Bid Price, submitted by the contractor, and the calculated total using the contractors’ unit prices:

Rank Company
Submitted
Total Base Bid
1 J. Kim Electric, Inc. $33,784.00
2 Alfaro Communication Construction, Inc. $67,777.00
3 Williamson Development Group $117,000.00
City Staff has reviewed the submitted documents and found that J. Kim Electric, Inc. has submitted the lowest bid and is compliant with the contract documents. Upon successful execution of the contract documents, the project is expected to begin construction in March.

By replacing the lighting fixtures and associated electrical work, the Banquet Hall would be better illuminated which would positively impact all events and functions scheduled in the future with City Staff and the general public.

FISCAL IMPACT:

Tonight’s Fiscal Year 2021/2022 Mid-Year Budget Update agenda item includes an appropriation request of $40,000 from the Capital Projects Fund (#305) for this project.

ENVIRONMENTAL IMPACT:

The action requested in this report is categorically exempt under the California Environmental Quality Act, Class 1, Section 15301(a).
3 LEGAL REVIEW:

None.

STRATEGIC PLAN OBJECTIVE ADDRESSED:
3 – Provide a high-quality infrastructure.

Prepared by: Reviewed by:
/s/ Han Sol Yoo /s/ Joe Ames
_______________________________ _______________________________ Han Sol Yoo Joe Ames, P.E., T.E.

Associate Engineer Public Works Director / City Engineer Concurred by: Approved by:
/s/ Michelle Bannigan /s/ Jarad L. Hildenbrand

_______________________________ _______________________________ Michelle Bannigan, CPA Jarad L. Hildenbrand
Finance Director City Manager
Attachments:

A. Draft Short Form Construction Contract
B. J. Kim Electric, Inc.’s Bid
CITY HALL NEW LIGHTING PROJECT -1-

SHORT FORM CONSTRUCTION CONTRACT

CITY OF STANTON

SHORT FORM CONSTRUCTION CONTRACT

CITY HALL NEW LIGHTING PROJECT

1. PARTIES AND DATE.

This Contract is made and entered into this 8
th day of March, 2022 by and between the City of
Stanton, a municipal corporation organized under the laws of the State of California with its principal place of business at 7800 Katella Avenue, Stanton, CA 90680 (“City”) and J. KIM ELECTRIC, INC., a CORPORATION with its principal place of business at 842 W. LAS PALMAS DRIVE, FULLERTON, CA 92835 (“Contractor”). City and Contractor are sometimes individually referred to as “Party” and collectively as “Parties” in this Contract.

2. RECITALS.

2.1 City. City is a public agency organized under the laws of the State of California, with power to contract for services necessary to achieve its purpose.

2.2 Contractor. Contractor desires to perform and assume responsibility for the provision of certain construction services required by the City on the terms and conditions set forth in this Contract. Contractor represents that it is duly licensed and experienced in providing CITY HALL NEW LIGHTING INSTALLATION related construction services to public clients, that it and its employees or subcontractors have all necessary licenses and permits to perform the services in the State of California, and that it is familiar with the plans of City. The following license classifications are required for this Project: Class A, Class B or Class C-10.

2.3 Project. City desires to engage Contractor to render such services for the CITY HALL NEW LIGHTING PROJECT (“Project”) as set forth in this Contract.

2.4 Project Documents & Certifications. Contractor has obtained, and delivers concurrently herewith, APPLICABLE PERFORMANCE BOND, PAYMENT BOND, INSURANCE DOCUMENTS AND OTHER CERTIFICATIONS as required by the Contract.

3. TERMS

3.1 Compensation and Payment.

3.1.1 Amount of Compensation. As consideration for performance of the Work required herein, City agrees to pay Contractor the Total Contract Price of THIRTY-THREE THOUSAND SEVEN HUNDRED EIGHTY FOUR Dollars ($33,784.00) (“Total Contract Price”) provided that such amount shall be subject to adjustment pursuant to the applicable terms of this Contract or written change orders approved and signed in advance by the City.

3.1.2 Payment of Compensation. If the Work is scheduled for completion in thirty (30) or less calendar days, City will arrange for payment of the Total Contract Price upon completion and approval by City of the Work. If the Work is scheduled for completion in more than thirty (30) calendar days, City will pay Contractor on a monthly basis as provided for herein.

On or before the fifth (5th) day of each month, Contractor shall submit to the City an itemized application for payment in the format supplied by the City indicating the amount of Work completed since commencement of the Work or since the last progress payment. These applications shall Attachment: A
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be supported by evidence which is required by this Contract and such other documentation as the City may require. The Contractor shall certify that the Work for which payment is requested has been done and that the materials listed are stored where indicated. Contractor may be required to furnish a detailed schedule of values upon request of the City and in such detail and form as the City shall request, showing the quantities, unit prices, overhead, profit, and all other expenses involved in order to provide a basis for determining the amount of progress payments.

3.1.3 Prompt Payment. City shall review and pay all progress payment requests in accordance with the provisions set forth in Section 20104.50 of the California Public Contract Code. However, no progress payments will be made for Work not completed in accordance with this Contract. Contractor shall comply with all applicable laws, rules and regulations relating to the proper payment of its employees, subcontractors, suppliers or others.

3.1.4 Contract Retentions. If this Contract is greater than Five Thousand dollars ($5,000), from each approved progress estimate, five percent (5%) will be deducted and retained by the City, and the remainder will be paid to Contractor. All Contract retention shall be released and paid to Contractor and subcontractors pursuant to California Public Contract Code Section 7107.

3.1.5 Other Retentions. In addition to Contract retentions, the City may deduct from each progress payment an amount necessary to protect City from loss because of:
(1) liquidated damages which have accrued as of the date of the application for payment; (2) any sums expended by the City in performing any of Contractor’s obligations under the Contract which Contractor has failed to perform or has performed inadequately; (3) defective Work not remedied; (4) stop notices as allowed by state law; (5) reasonable doubt that the Work can be completed for the unpaid balance of the Total Contract Price or within the scheduled completion date; (6) unsatisfactory prosecution of the Work by Contractor; (7) unauthorized deviations from the Contract; (8) failure of Contractor to maintain or submit on a timely basis proper and sufficient documentation as required by the Contract or by City during the prosecution of the Work; (9) erroneous or false estimates by Contractor of the value of the Work performed; (10) any sums representing expenses, losses, or damages as determined by the City, incurred by the City for which Contractor is liable under the Contract; and (11) any other sums which the City is entitled to recover from Contractor under the terms of the Contract or pursuant to state law, including Section 1727 of the California Labor Code. The failure by the City to deduct any of these sums from a progress payment shall not constitute a waiver of the City’s right to such sums.

3.1.6 Substitutions for Contract Retentions. Pursuant to California Public Contract Code section 22300, Contractor may substitute securities for any money withheld by the City to ensure the performance under the Contract. At the request and expense of Contractor, securities equivalent to the amount withheld shall be deposited with the City, with the State or a federally chartered bank as the escrow agent, who shall return such securities to Contractor upon satisfactory completion of the Contract. Deposit of securities with an escrow agent shall be subject to a written agreement between the escrow agent and the City, which provides that no portion of the securities shall be paid to Contractor until the City has certified to the escrow agent, in writing, that the Contract has been satisfactorily completed. The City shall certify that the Contract has been satisfactorily completed within sixty (60) days of work "completion" as defined in Section 7107(c) of the California Public Contract Code. Securities eligible for investment under this section shall be limited to those listed in Section 16430 of the Government Code, bank or savings & loan certificates of deposit, interest-bearing demand deposit accounts, stand-by letters of credit, or any other security mutually agreed to by Contractor.

3.1.7 Payment to Subcontractors. Contractor shall pay all subcontractors for and on account of work performed by such subcontractors in accordance with the terms of their respective subcontracts and as provided for in Section 7108.5 of the California Business and Professions Code. Such payments to subcontractors shall be based on the measurements and estimates made and progress payments provided to Contractor pursuant to this Contract.

3.1.8 Title to Work. As security for partial, progress, or other payments, title to Work for which such payments are made shall pass to the City at the time of payment. To the extent that title has not previously been vested in the City by reason of payments, full title shall pass to the City at delivery of the Work at the destination and time specified in this Contract. Such transferred title shall in each case be good, free and clear from any and all security interests, liens, or other encumbrances. Contractor promises and agrees that it will not pledge, hypothecate, or otherwise encumber the items in any manner that would result in any lien, security interest, charge, or claim upon or against said items. Such transfer of title shall not imply acceptance by the City, nor relieve Contractor from the responsibility to strictly comply with the Contract, and shall not relieve Contractor of responsibility for any loss of or damage to items.

3.1.9 Labor and Material Releases. Contractor shall furnish City with labor and material releases from all subcontractors performing work on, or furnishing materials for, the Work governed by this Contract prior to final payment by City.

3.2 Incorporation of Documents. This Contract includes and hereby incorporates in full by reference the following documents, including all exhibits, drawings, specifications and documents therein, and attachments and addenda thereto:
• Services/Schedule (Exhibit “A”)
• Plans and Specifications (Exhibit “B”)
• Special Conditions (Exhibit “C”)
• Contractor’s Certificate Regarding Workers’ Compensation (Exhibit “D”) • Payment and Performance Bonds (Exhibit “E”)
• Addenda
• Change Orders executed by the City
• Latest Edition of the Standard Specifications for Public Works Construction (The Greenbook), Excluding Sections 1-9
• Notice Inviting Bids, if any
• Instructions to Bidders, if any
• Contractor’s Bid
To the extent there is a conflict between any portions of this Contract, the order of precedence shall be as follows: change orders, special conditions, technical specifications, plans/construction drawings, general contract terms, scope of work, standard plans, advertisements for bid/proposals, bids/proposals or other documents submitted by Contractor.

3.3 Contractor’s Basic Obligation; Scope of Work.

3.3.1 Scope of Work. Contractor promises and agrees, at its own cost and expense, to furnish to the City all labor, materials, tools, equipment, services, and incidental and customary work necessary to fully and adequately complete the Project, including all structures and facilities necessary for the Project or described in the Contract (hereinafter sometimes referred to as the “Work”), for a Total Contract Price as specified pursuant to this Contract. All Work shall be subject to, and performed in accordance with the above referenced documents, as well as the exhibits attached hereto and incorporated herein by reference. The plans and specifications for the Work are further described in Exhibit “B” attached hereto and incorporated herein by this reference. Special Conditions, if any, relating to the Work are described in Exhibit “C” attached hereto and incorporated herein by this reference.

3.3.2 Change in Scope of Work. Any change in the scope of the Work, method of performance, nature of materials or price thereof, or any other matter materially affecting the performance or nature of the Work shall not be paid for or accepted unless such change, addition or deletion is approved in advance and in writing by a valid change order executed by the City.

3.3.3 Change Orders. Changes to the Contract Time (as defined in Section

3.3) or Total Contract Price shall be in the form of a written Change Order, either signed by both parties or issued unilaterally by the City. No adjustment shall be made to the Contract Time unless the delay impacts the critical path to completion and the delay was not caused in whole or in part by the Contractor. The City’s liability to Contractor for delays for which the City is responsible shall be limited to only an extension of time unless such delays were unreasonable under the circumstances. Failure to timely request a Change Order shall constitute a waiver of any right to adjust the Contract Time or the Total Contract Price. All requests for Change Orders shall be accompanied by detailed supporting documentation, including but not limited to payroll records, invoices, schedules, and any other documentation requested by the City for the purpose of determining the additional costs or the impact of any delay. If the change involves Work bid at a unit price, then the Total Contract Price shall be increased at the unit price. If there is no unit price, then the Total Contract Price shall be adjusted to account for costs actually incurred plus an allowed mark-up of fifteen percent (15%), which shall constitute the entire amount of profit, markups, field or home office overhead costs, including personnel, equipment or office space, any materials, or any costs of equipment idle time for such work. Regardless of ownership, equipment rates shall not exceed the listed prevailing rates at local equipment rental agencies, or distributors, at the time the work is performed. Nothing herein shall prevent the Parties from agreeing to a lump sum cost.

3.3.4 Changes Ordered By City. City may at any time issue a written directive ordering additions, deletions, or changes to the Work. Contractor shall proceed with the work in accordance with the directive. To the extent the directive results in extra work or requires additional Contract Time, Contractor shall request a Change Order within seven (7) days of receiving the Work Directive. If any costs are not capable of being determined within seven (7) days, then Contractor shall request a Change Order within seven (7) days of when the costs are capable of being determined.

3.3.5 Changes Requested By Contractor. With respect to any matter that may involve or require an adjustment to the Contract Time or the Contract Price, Contractor shall provide written notice of the underlying facts and circumstances that gave rise to the potential change within seven (7) days or prior to the alteration of conditions, whichever is earlier. Failure to give notice shall constitute a waiver of Contractor’s right to a change order. If any costs are not capable of being determined within seven (7) days, then Contractor shall request a Change Order within seven (7) days of when the costs are capable of being determined.

3.4 Substitutions/“Or Equal”. Pursuant to Public Contract Code Section 3400(b), the City may make a finding that designates certain products, things, or services by specific brand or trade name. Unless specifically designated in this Contract, whenever any material, process, or article is indicated or specified by grade, patent, or proprietary name or by name of manufacturer, such Specifications shall be deemed to be used for the purpose of facilitating the description of the material, process or article desired and shall be deemed to be followed by the words “or equal.”
Contractor may, unless otherwise stated, offer for substitution any material, process or article which shall be substantially equal or better in every respect to that so indicated or specified in this Contract. However, the City may have adopted certain uniform standards for certain materials, processes and articles. Contractor shall submit requests, together with substantiating data, for substitution of any “or equal” material, process or article no later than thirty-five (35) days after award of the Contract. To facilitate the construction schedule and sequencing, some requests may need to be submitted before thirty-five (35) days after award of Contract. Provisions regarding submission of “or equal” requests shall not in any way authorize an extension of time for performance of this Contract. If a proposed “or equal” substitution request is rejected, Contractor shall be responsible for providing the specified material, process or article. The burden of proof as to the equality of any material, process or article shall rest with Contractor.

The City has the complete and sole discretion to determine if a material, process or article is an “or equal” material, process or article that may be substituted. Data required to substantiate requests for substitutions of an “or equal” material, process or article data shall include a signed affidavit from Contractor stating that, and describing how, the substituted “or equal” material, process or article is equivalent to that specified in every way except as listed on the affidavit.

Substantiating data shall include any and all illustrations, specifications, and other relevant data including catalog information which describes the requested substituted “or equal” material, process or article, and substantiates that it is an “or equal” to the material, process or article. The substantiating data must also include information regarding the durability and lifecycle cost of the requested substituted “or equal” material, process or article. Failure to submit all the required substantiating data, including the signed affidavit, to the City in a timely fashion will result in the rejection of the proposed substitution.

Contractor shall bear all of the City’s costs associated with the review of substitution requests. Contractor shall be responsible for all costs related to a substituted “or equal” material, process or article. Contractor is directed to the Special Conditions (if any) to review any findings made pursuant to Public Contract Code section 3400.

3.5 Period of Performance and Liquidated Damages.

3.5.1 Contractor shall perform and complete all Work under this Contract within FORTY-FIVE (45) days, beginning the effective date of the Notice to Proceed (“Contract Time”). Contractor shall perform its Work in strict accordance with any completion schedule, construction schedule or project milestones developed by the City. Such schedules or milestones may be included as part of Exhibits “A” or “B” attached hereto, or may be provided separately in writing to Contractor. Contractor agrees that if such Work is not completed within the aforementioned Contract Time and/or pursuant to any such completion schedule, construction schedule or project milestones developed pursuant to provisions of the Contract, it is understood, acknowledged and agreed that the City will suffer damage. Pursuant to Government Code Section 53069.85, Contractor shall pay to the City as fixed and liquidated damages the sum of TWO HUNDRED FIFTY DOLLARS ($250.00) per day for each and every calendar day of delay beyond the Contract Time or beyond any completion schedule, construction schedule or Project milestones established pursuant to the Contract.

3.5.2 If Contractor is delayed in the performance or progress of the Work by a Force Majeure Event (as defined herein), then the Contractor shall be entitled to a time extension, as provided herein, when the Work stopped is on the critical path and shall not be charged liquidated damages. Such a non-compensable adjustment shall be Contractor’s sole and exclusive remedy for such delays and the Contractor will not receive an adjustment to the Total Contract Price or any other compensation. Contractor must submit a timely request in accordance with the requirements of the Contract.

3.5.3 A Force Majeure Event shall mean an event that materially affects a party’s performance and is one or more of the following: (1) Acts of God or other natural disasters occurring at the project site; (2) terrorism or other acts of a public enemy; (3) orders of governmental authorities (including, without limitation, unreasonable and unforeseeable delay in the issuance of permits or approvals by governmental authorities that are required for the work); (4) pandemics, epidemics or quarantine restrictions; and (5) strikes and other organized labor action occurring at the project site and the effects thereof on the work, only to the extent such strikes and other organized labor action are beyond the control of Contractor and its subcontractors, of every tier, and to the extent the effects thereof cannot be avoided by use of replacement workers. For purposes of this section, “orders of governmental authorities,” includes ordinances, emergency proclamations and orders, rules to protect the public health, welfare and safety, and other actions of the City in its capacity as a municipal authority.

3.6 Standard of Performance; Performance of Employees. Contractor shall perform all Work under this Contract in a skillful and workmanlike manner, and consistent with the standards generally recognized as being employed by professionals in the same discipline in the State of California. Contractor represents and maintains that it is skilled in the professional calling necessary to perform the Work. Contractor warrants that all employees and subcontractors shall have sufficient skill and experience to perform the Work assigned to them.

Finally, Contractor represents that it, its employees and subcontractors have all licenses, permits, qualifications and approvals of whatever nature that are legally required to perform the Work, including a City Business License, and that such licenses and approvals shall be maintained throughout the term of this Contract. As provided for in the indemnification provisions of this Contract, Contractor shall perform, at its own cost and expense and without reimbursement from the City, any work necessary to correct errors or omissions which are caused by Contractor’s failure to comply with the standard of care provided for herein. Any employee who is determined by the City to be uncooperative, incompetent, a threat to the safety of persons or the Work, or any employee who fails or refuses to perform the Work in a manner acceptable to the City, shall be promptly removed from the Project by Contractor and shall not be re-employed on the Work.

3.7 Control and Payment of Subordinates; Contractual Relationship. City retains Contractor on an independent contractor basis and Contractor is not an employee of City. Any additional personnel performing the work governed by this Contract on behalf of Contractor shall at all times be under Contractor’s exclusive direction and control. Contractor shall pay all wages, salaries, and other amounts due such personnel in connection with their performance under this Contract and as required by law. Contractor shall be responsible for all reports and obligations respecting such additional personnel, including, but not limited to: social security taxes, income tax withholding, unemployment insurance, and workers’ compensation insurance.

3.8 City’s Basic Obligation. City agrees to engage and does hereby engage Contractor as an independent contractor to furnish all materials and to perform all Work according to the terms and conditions herein contained for the sum set forth above. Except as otherwise provided in the Contract, the City shall pay to Contractor, as full consideration for the satisfactory performance by Contractor of the services and obligations required by this Contract, the belowreferenced compensation in accordance with compensation provisions set forth in the Contract.

3.9 Labor.

3.9.1 Prevailing Wages. Contractor is aware of the requirements of California Labor Code Section 1720 et seq., and 1770 et seq., as well as California Code of Regulations, Title 8, Section 16000 et seq., (“Prevailing Wage Laws”), which require the payment of prevailing wage rates and the performance of other requirements on “public works” and “maintenance” projects. Since the Work is being performed as part of an applicable “public works” or “maintenance” project, as defined by the Prevailing Wage Laws, and if the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. City shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of this Contract. Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the Services available to interested parties upon request, and shall post copies at Contractor’s principal place of business and at the project site. Contractor shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. Contractor and any subcontractor shall forfeit a penalty of up to $200 per calendar day or portion thereof for each worker paid less than the prevailing wage rates.

3.9.2 Apprenticeable Crafts. When Contractor employs workmen in an apprenticeable craft or trade, Contractor shall comply with the provisions of Section 1777.5 of the California Labor Code with respect to the employment of properly registered apprentices upon public works. The primary responsibility for compliance with said section for all apprenticeable occupations shall be with Contractor. The Contractor or any subcontractor that is determined by the Labor Commissioner to have knowingly violated Section 1777.5 shall forfeit as a civil penalty an amount not exceeding $100 for each full calendar day of noncompliance, or such greater amount as provided by law.

3.9.3 Hours of Work. Contractor is advised that eight (8) hours labor constitutes a legal day’s work. Pursuant to Section 1813 of the California Labor Code, Contractor shall forfeit a penalty of $25.00 per worker for each day that each worker is permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week, except when payment for overtime is made at not less than one and one-half (1-1/2) times the basic rate for that worker.

3.9.4 Payroll Records. Contractor and each subcontractor shall keep an accurate payroll record, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with the public work. The payroll records shall be certified and shall be available for inspection at all reasonable hours at the principal office of Contractor in the manner provided in Labor Code section 1776. In the event of noncompliance with the requirements of this section, Contractor shall have 10 days in which to comply subsequent to receipt of written notice specifying in what respects such Contractor must comply with this section. Should noncompliance still be evident after such 10-day period, Contractor shall, as a penalty to City, forfeit not more than $100.00 for each calendar day or portion thereof, for each worker, until strict compliance is effectuated. The amount of the forfeiture is to be determined by the Labor Commissioner. A contractor who is found to have violated the provisions of law regarding wages on Public Works with the intent to defraud shall be ineligible to bid on Public Works contracts for a period of one to three years as determined by the Labor Commissioner. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, such penalties shall be withheld from progress payments then due. The responsibility for compliance with this section is on Contractor.

In accordance with Labor Code section 1771.4, the Contractor and each subcontractor shall furnish the certified payroll records directly to the Department of Industrial Relations (“DIR”) on a weekly basis and in the format prescribed by the DIR, which may include electronic submission.

The requirement to submit certified payroll records directly to the Labor Commissioner under Labor Code section 1771.4 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Section 1771.4.

3.9.5 Contractor and Subcontractor Registration. Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the DIR. No bid will be accepted nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the DIR to perform public work. Contractor is directed to review, fill out and execute the Public Works Contractor Registration Certification attached hereto as Exhibit “E” prior to contract execution. Notwithstanding the foregoing, the contractor registration requirements mandated by Labor Code Sections 1725.5 and 1771.1 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Sections 1725.5 and 1771.1.

3.9.6 Labor Compliance; Stop Orders. This Project is subject to compliance monitoring and enforcement by the DIR. It shall be the Contractor’s sole responsibility to evaluate and pay the cost of complying with all labor compliance requirements under this Contract and applicable law. Any stop orders issued by the DIR against Contractor or any subcontractor that affect Contractor’s performance of Work, including any delay, shall be Contractor’s sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered Contractor caused delay subject to any applicable liquidated damages and shall not be compensable by the City. Contractor shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the DIR against Contractor or any subcontractor.

3.10 Performance of Work; Jobsite Obligations.

3.10.1 Water Quality Management and Compliance.

3.10.1.1 Water Quality Management and Compliance. Contractor shall keep itself and all subcontractors, staff, and employees fully informed of and in compliance with all local, state and federal laws, rules and regulations that may impact, or be implicated by the performance of the Work including, without limitation, all applicable provisions of the Federal Water Pollution Control Act (33 U.S.C. §§ 1300); the California Porter-Cologne Water Quality Control Act (Cal Water Code §§ 13000-14950); local ordinances regulating discharges of storm water; and any and all regulations, policies, or permits issued pursuant to any such authority regulating the discharge of pollutants, as that term is used in the Porter-Cologne Water Quality Control Act, to any ground or surface water in the State.

3.10.1.2 Compliance with the Statewide Construction General Permit.

Contractor shall comply with all conditions of the most recent iteration of the National Pollutant Discharge Elimination System General Permit for Storm Water Discharges Associated with Construction Activity, issued by the California State Water Resources Control Board (“Permit”). It shall be Contractor’s sole responsibility to file a Notice of Intent and procure coverage under the Permit for all construction activity which results in the disturbance of more than one acre of total land area or which is part of a larger common area of development or sale. Prior to initiating work, Contractor shall be solely responsible for preparing and implementing a Storm Water Pollution Prevention Plan (SWPPP) as required by the Permit. Contractor shall be responsible for procuring, implementing and complying with the provisions of the Permit and the SWPPP, including the standard provisions, and monitoring and reporting requirements as required by the Permit. The Permit requires the SWPPP to be a “living document” that changes as necessary to meet the conditions and requirements of the job site as it progresses through difference phases of construction and is subject to different weather conditions. It shall be Contractor’s sole responsibility to update the SWPPP as necessary to address conditions at the project site.

3.10.1.3 Other Water Quality Rules Regulations and Policies. Contractor shall comply with the lawful requirements of any applicable municipality, drainage City, or local agency regarding discharges of storm water to separate storm drain systems or other watercourses under their jurisdiction, including applicable requirements in municipal storm water management programs.

3.10.1.4 Cost of Compliance. Storm, surface, nuisance, or other waters may be encountered at various times during construction of the Work. Therefore, the Contractor, hereby acknowledges that it has investigated the risk arising from such waters and assumes any and all risks and liabilities arising therefrom.

3.10.1.5 Liability for Non-Compliance. Failure to comply with laws, regulations, standards, ordinances, and permits listed in Sections 3.10.1.1, 3.10.1.2, 3.10.1.3, and 3.10.1.4 of the Contract is a violation of federal and state law. Pursuant to the indemnification provisions of this Contract, Contractor hereby agrees to defend, indemnify and hold harmless the City and its directors, officials, officers, employees, volunteers and agents for any alleged violations. In addition, City may seek damages from Contractor for any delay in completing the Work in accordance with the Contract, if such delay is caused by or related to Contractor’s failure to comply with the Permit.

3.10.1.6 Reservation of Right to Defend. City reserves the right to defend any enforcement action brought against the City for Contractor’s failure to comply with the Permit or any other relevant water quality law, regulation, or policy. Pursuant to the indemnification provisions of this Contract, Contractor hereby agrees to be bound by, and to reimburse the City for the costs (including the City’s attorney’s fees) associated with, any settlement reached between the City and the relevant enforcement entity.

3.10.1.7 Training. In addition to the standard of performance requirements set forth in this Contract, Contractor warrants that all employees and subcontractors shall have sufficient skill and experience to perform the work assigned to them without impacting water quality in violation of the laws, regulations and policies described in paragraph 3.10.1.

Contractor further warrants that it, its employees and subcontractors will receive adequate training, as determined by City, regarding the requirements of the laws, regulations and policies described in paragraph 3.10.1 as they may relate to the Work provided under this Contract. Upon request, City will provide the Contractor with a list of training programs that meet the requirements of this paragraph.

3.10.2 Safety. Contractor shall execute and maintain its work so as to avoid injury or damage to any person or property. Contractor shall comply with the requirements of the specifications relating to safety measures applicable in particular operations or kinds of work. In carrying out its Work, Contractor shall at all times be in compliance with all applicable local, state and federal laws, rules and regulations, and shall exercise all necessary precautions for the safety of employees appropriate to the nature of the Work and the conditions under which the Work is to be performed. Safety precautions as applicable shall include, but shall not be limited to, adequate life protection and lifesaving equipment; adequate illumination for underground and night operations; instructions in accident prevention for all employees, such as machinery guards, safe walkways, scaffolds, ladders, bridges, gang planks, confined space procedures, trenching and shoring, fall protection and other safety devices, equipment and wearing apparel as are necessary or lawfully required to prevent accidents or injuries; and adequate facilities for the proper inspection and maintenance of all safety measures. Furthermore, Contractor shall prominently display the names and telephone numbers of at least two medical doctors practicing in the vicinity of the Project, as well as the telephone number of the local ambulance service, adjacent to all telephones at the Project site.

3.10.3 Laws and Regulations. Contractor shall keep itself fully informed of and in compliance with all local, state and federal laws, rules and regulations in any manner affecting the performance of the Contract or the Work, including all Cal/OSHA requirements, and shall give all notices required by law. Contractor shall be liable for all violations of such laws and regulations in connection with the Work. If Contractor observes that the drawings or specifications are at variance with any law, rule or regulation, it shall promptly notify the City in writing. Any necessary changes shall be made by written change order. If Contractor performs any work knowing it to be contrary to such laws, rules and regulations and without giving written notice to the City, Contractor shall be solely responsible for all costs arising therefrom. City is a public entity of the State of California subject to certain provisions of the Health & Safety Code, Government Code, Public Contract Code, and Labor Code of the State. It is stipulated and agreed that all provisions of the law applicable to the public contracts of a municipality are a part of this Contract to the same extent as though set forth herein and will be complied with. Contractor shall defend, indemnify and hold City, its officials, directors, officers, employees and agents free and harmless, pursuant to the indemnification provisions of this Contract, from any claim or liability arising out of any failure or alleged failure to comply with such laws, rules or regulations.

3.10.4 Permits and Licenses. Contractor shall be responsible for securing City permits and licenses necessary to perform the Work described herein, including, but not limited to, a City Business License. While Contractor will not be charged a fee for any City permits, Contractor shall pay the City’s applicable business license fee. Any ineligible contractor or subcontractor pursuant to Labor Code Sections 1777.1 and 1777.7 may not perform work on this Project.

3.10.5 Trenching Work. If the Total Contract Price exceeds $25,000 and if the Work governed by this Contract entails excavation of any trench or trenches five (5) feet or more in depth, Contractor shall comply with all applicable provisions of the California Labor Code, including Section 6705. To this end, Contractor shall submit for City’s review and approval a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. If such plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer.

3.10.6 Hazardous Materials and Differing Conditions. As required by California Public Contract Code Section 7104, if this Contract involves digging trenches or other excavations that extend deeper than four (4) feet below the surface, Contractor shall promptly, and prior to disturbance of any conditions, notify City of: (1) any material discovered in excavation that Contractor believes to be a hazardous waste that is required to be removed to a Class I, Class II or Class III disposal site; (2) subsurface or latent physical conditions at the site differing from those indicated by City; and (3) unknown physical conditions of an unusual nature at the site, significantly different from those ordinarily encountered in such contract work. Upon notification, City shall promptly investigate the conditions to determine whether a change order is appropriate.

In the event of a dispute, Contractor shall not be excused from any scheduled completion date and shall proceed with all Work to be performed under the Contract, but shall retain all rights provided by the Contract or by law for making protests and resolving the dispute.

3.10.7 Underground Utility Facilities. To the extent required by Section 4215 of the California Government Code, City shall compensate Contractor for the costs of: (1) locating and repairing damage to underground utility facilities not caused by the failure of Contractor to exercise reasonable care; (2) removing or relocating underground utility facilities not indicated in the construction drawings; and (3) equipment necessarily idled during such work. Contractor shall not be assessed liquidated damages for delay caused by failure of City to provide for removal or relocation of such utility facilities.

3.10.8 Air Quality. Contractor must fully comply with all applicable laws, rules and regulations in furnishing or using equipment and/or providing services, including, but not limited to, emissions limits and permitting requirements imposed by the California Air Resources Board (CARB). Although CARB limits and requirements are more broad, Contractor shall specifically be aware of their application to “portable equipment”, which definition is considered by CARB to include any item of equipment with a fuel-powered engine. Contractor shall indemnify City against any fines or penalties imposed by CARB, or any other governmental or regulatory agency for violations of applicable laws, rules and/or regulations by Contractor, its subcontractors, or others for whom Contractor is responsible under its indemnity obligations provided for in this Contract.

3.10.9 State Recycling Mandates. Contractor shall comply with State Recycling Mandates. Any recyclable materials/debris collected by the contractor that can be feasibly diverted via reuse or recycling must be hauled by the appropriate handler for reuse or recycling.

3.10.10 Inspection Of Site. Contractor has visited sites where Work is to be performed and has become acquainted with all conditions affecting the Work. Contractor warrants that it has made such examinations as it deems necessary to determine the condition of the Work sites, its accessibility to materials, workmen and equipment, and to determine the Contractor’s ability to protect existing surface and subsurface improvements. No claim for allowances–time or money–will be allowed as to such matters.

3.10.11 Field Measurements. Contractor shall make field measurements, verify field conditions and shall carefully compare such field measurements and conditions and other information known to Contractor with the Contract Documents before commencing activities.

Errors, inconsistencies or omissions discovered shall be reported to the City immediately and prior to performing any work or altering the condition.

3.11 Completion of Work. When Contractor determines that it has completed the Work required herein, Contractor shall so notify City in writing and shall furnish all labor and material releases required by this Contract. City shall thereupon inspect the Work. If the Work is not acceptable to the City, the City shall indicate to Contractor in writing the specific portions or items of Work which are unsatisfactory or incomplete. Once Contractor determines that it has completed the incomplete or unsatisfactory Work, Contractor may request a re-inspection by the City. Once the Work is acceptable to City, City shall pay to Contractor the Total Contract Price remaining to be paid, less any amount which City may be authorized or directed by law to retain.

Payment of retention proceeds due to Contractor shall be made in accordance with Section 7107 of the California Public Contract Code.

3.12 Claims; Government Code Claim Compliance.

3.12.1 Intent. Effective January 1, 1991, Section 20104 et seq., of the California Public Contract Code prescribes a process utilizing informal conferences, non-binding judicial supervised mediation, and judicial arbitration to resolve disputes on construction claims of $375,000 or less. Effective January 1, 2017, Section 9204 of the Public Contract Code prescribes a process for negotiation and mediation to resolve disputes on construction claims.

The intent of this Section is to implement Sections 20104 et seq. and Section 9204 of the California Public Contract Code. This Section shall be construed to be consistent with said statutes.

3.12.2 Claims. For purposes of this Section, “Claim” means a separate demand by the Contractor, after a change order duly requested in accordance with the terms of this Contract has been denied by the City, for (A) a time extension, (B) payment of money or damages arising from Work done by or on behalf of the Contractor pursuant to the Contract, or (C) an amount the payment of which is disputed by the City. A “Claim” does not include any demand for payment for which the Contractor has failed to provide notice, request a change order, or otherwise failed to follow any procedures contained in the Contract Documents.

3.12.3 Filing Claims. Claims governed by this Section may not be filed unless and until the Contractor completes all procedures for giving notice of delay or change and for the requesting of a time extension or change order, including but not necessarily limited to the change order procedures contained herein, and Contractor’s request for a change has been denied in whole or in part. Claims governed by this Section must be filed no later than fourteen (14) days after a request for change has been denied in whole or in part or after any other event giving rise to the Claim. The Claim shall be submitted in writing to the City and shall include on its first page the following in 16 point capital font: “THIS IS A CLAIM.” Furthermore, the claim shall include the documents necessary to substantiate the claim. Nothing in this Section is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims, including all requirements pertaining to compensation or payment for extra Work, disputed Work, and/or changed conditions. Failure to follow such contractual requirements shall bar any claims or subsequent lawsuits for compensation or payment thereon.

3.12.4 Supporting Documentation. The Contractor shall submit all claims in the following format:

3.12.4.1 Summary of claim merit and price, reference Contract Document provisions pursuant to which the claim is made

3.12.4.2 List of documents relating to claim:
(A) Specifications
(B) Drawings
(C) Clarifications (Requests for Information)
(D) Schedules
(E) Other

3.12.4.3 Chronology of events and correspondence

3.12.4.4 Analysis of claim merit

3.12.4.5 Analysis of claim cost, including calculations and supporting documents

3.12.4.6 Time impact analysis in CPM format

3.12.5 City’s Response. Upon receipt of a Claim pursuant to this Section, City shall conduct a reasonable review of the Claim and, within a period not to exceed 45 days of receipt of the Claim, or as extended by mutual agreement, shall provide the Contractor a written statement identifying what portion of the Claim is disputed and what portion is undisputed. Any payment due on an undisputed portion of the Claim will be processed and made within 60 days after the City issues its written statement.

3.12.5.1 If City needs approval from its governing body to provide the Contractor a written statement identifying the disputed portion and the undisputed portion of the Claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a Claim sent by registered mail or certified mail, return receipt requested, City shall have up to three (3) days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the Contractor a written statement identifying the disputed portion and the undisputed portion.

3.12.5.2 Within 30 days of receipt of a Claim, City may request in writing additional documentation supporting the Claim or relating to defenses or claims City may have against the Contractor. If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of City and the Contractor. City’s written response to the Claim, shall be submitted to the Contractor within 30 Days (if the Claim is less than $50,000, within 15 Days) after receipt of the additional documentation, or within a period of time no greater than that taken by the Contractor in producing the additional information or requested documentation, whichever is greater.

3.12.6 Meet and Confer. If the Contractor disputes City’s written response, or City fails to respond within the time prescribed, the Contractor may so notify City, in writing, within 15 Days of receipt of City’s response or the City’s failure to respond, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand, City shall schedule a meet and confer conference within 30 Days for settlement of the dispute.

3.12.7 Mediation. Within 10 business days following the conclusion of the meet and confer conference, if the Claim or any portion of the Claim remains in dispute, City shall provide the Contractor a written statement identifying the portion of the Claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the Claim shall be processed and made within 60 Days after City issues its written statement. Any disputed portion of the Claim, as identified by the Contractor in writing, shall be submitted to nonbinding mediation, with City and the Contractor sharing the associated costs equally. City and Contractor shall mutually agree to a mediator within 10 business days after the disputed portion of the Claim has been identified in writing, unless the Parties agree to select a mediator at a later time.

3.12.7.1 If the Parties cannot agree upon a mediator, each Party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each Party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator.

3.12.7.2 For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the Parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section.

3.12.7.3 Unless otherwise agreed to by City and the Contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced.

3.12.7.4 The mediation shall be held no earlier than the date the Contractor completes the Work or the date that the Contractor last performs Work, whichever is earlier. All unresolved Claims shall be considered jointly in a single mediation, unless a new unrelated Claim arises after mediation is completed.

3.12.8 Procedures After Mediation. If following the mediation, the Claim or any portion remains in dispute, the Contractor must file a claim pursuant to Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the Contractor submits his or her written Claim pursuant to subdivision (a) until the time the Claim is denied, including any period of time utilized by the meet and confer conference or mediation.

3.12.9 Civil Actions. The following procedures are established for all civil actions filed to resolve Claims of $375,000 or less:

3.12.9.1 Within 60 Days, but no earlier than 30 Days, following the filing or responsive pleadings, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both Parties or unless mediation was held prior to commencement of the action in accordance with Public Contract Code section 9204 and the terms of these procedures.

The mediation process shall provide for the selection within 15 Days by both Parties of a disinterested third person as mediator, shall be commenced within 30 Days of the submittal, and shall be concluded within 15 Days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court.

3.12.9.2 If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1114.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil Procedure) shall apply to any proceeding brought under this subdivision consistent with the rules pertaining to judicial arbitration.

3.12.9.3 In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, (A) arbitrators shall, when possible, be experienced in construction law, and (B) any party appealing an arbitration award who does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, also pay the attorney’s fees on appeal of the other party.

3.12.10 Government Code Claim Procedures.

3.12.10.1 This section does not apply to tort claims and nothing in this section is intended nor shall be construed to change the time periods for filing tort claims or actions specified by Chapter 1 (commending with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.5 of Title 1 of the Government Code.

3.12.10.2 In addition to any and all Contract requirements pertaining to notices of and requests for adjustments to the Contract Time, Contract Price, or compensation or payment for extra work, disputed work, claims and/or changed conditions, Contractor must comply with the claim procedures set forth in Government Code sections 900 et seq. prior to filing any lawsuit against the City.

3.12.10.3 Such Government Code claims and any subsequent lawsuit based upon the Government Code claims shall be limited to those matters that remain unresolved after all procedures pertaining to adjustment of the Contract Time, Contract Price, or compensation or payment for extra work, disputed work, claims, and/or changed conditions have been followed by Contractor. If no such Government Code claim is submitted, or if any prerequisite contractual requirements are not otherwise satisfied as specified herein, Contractor may not file any action against the City.

3.12.10.4 A Government Code claim must be filed no earlier than the date the work is completed or the date the Contractor last performs work on the Project, whichever occurs first. A Government Code claim shall be inclusive of all unresolved Claims known to the Contractor excepting only new unrelated Claims that arise after the Government Code claim is submitted.

3.12.11 Non-Waiver. City’s failure to respond to a Claim from the Contractor within the time periods described in this section or to otherwise meet the time requirements of this section shall result in the Claim being deemed rejected in its entirety and shall not constitute a waiver of any rights under this section.

3.13 Loss and Damage. Except as may otherwise be limited by law, Contractor shall be responsible for all loss and damage which may arise out of the nature of the Work agreed to herein, or from the action of the elements, or from any unforeseen difficulties which may arise or be encountered in the prosecution of the Work until the same is fully completed and accepted by City. In the event of damage proximately caused by an Act of God, as defined by Section 7105 of the Public Contract Code, the City may terminate this Contract pursuant to the termination provisions in this Contract; provided, however, that the City needs to provide Contractor with only one (1) day advanced written notice.

3.14 Indemnification.

3.14.1 Scope of Indemnity. To the fullest extent permitted by law, Contractor shall defend, indemnify and hold the City, its officials, employees, agents and volunteers free and harmless from any and all claims, demands, causes of action, suits, actions, proceedings, costs, expenses, liability, judgments, awards, decrees, settlements, loss, damage or injury of any kind, in law or equity, regardless of whether the allegations are false, fraudulent, or groundless, to property or persons, including wrongful death, (collectively, “Claims”) in any manner arising out of, pertaining to, or incident to any acts, errors or omissions, or willful misconduct of Contractor, its officials, officers, employees, subcontractors, consultants or agents in connection with the performance of the Contractor’s services, the Project or this Contract, including without limitation the payment of all expert witness fees, attorneys’ fees and other related costs and expenses.

Notwithstanding the foregoing, to the extent required by Civil Code section 2782, Contractor’s indemnity obligation shall not apply to such loss or damage which is caused by the sole or active negligence or willful misconduct of the City.

3.14.2 Additional Indemnity Obligations. Contractor shall defend, with counsel of City’s choosing and at Contractor’s own cost, expense and risk, any and all Claims covered by this section that may be brought or instituted against City or its officials, employees, agents and authorized volunteers. In addition, Contractor shall pay and satisfy any judgment, award or decree that may be rendered against City or its officials, employees, agents and authorized volunteers as part of any such claim, suit, action or other proceeding. Contractor shall also reimburse City for the cost of any settlement paid by City or its officials, employees, agents and authorized volunteers as part of any such claim, suit, action or other proceeding. Such reimbursement shall include payment for City’s attorney’s fees and costs, including expert witness fees. Contractor shall reimburse City and its officials, employees, agents and authorized volunteers, for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Contractor’s obligation to indemnify shall survive expiration or termination of this Contract, and shall not be restricted to insurance proceeds, if any, received by the City, its officials, employees, agents and authorized volunteers.

3.15 Insurance.

3.15.1 Time for Compliance. Contractor shall not commence Work under this Contract until it has provided evidence satisfactory to the City that it has secured all insurance required under this section. In addition, Contractor shall not allow any subcontractor to commence work on any subcontract until it has provided evidence satisfactory to the City that the subcontractor has secured all insurance required under this section. Failure to provide and maintain all required insurance shall be grounds for the City to terminate this Contract for cause.

3.15.2 Minimum Requirements. Contractor shall, at its expense, procure and maintain for the duration of the Contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the Work hereunder by Contractor, its agents, representatives, employees or subcontractors. Contractor shall also require all of its subcontractors to procure and maintain the same insurance for the duration of the Contract. Such insurance shall meet at least the following minimum levels of coverage:

3.15.2.1 Minimum Scope of Insurance. Coverage shall be at least as broad as the latest version of the following: (1) General Liability: Insurance Services Office Commercial General Liability coverage (occurrence form CG 00 01) OR Insurance Services Office Owners and Contractors Protective Liability Coverage Form (CG 00 09 11 88) (coverage for operations of designated contractor); (2) Automobile Liability: Insurance Services Office Business Auto Coverage form number CA 00 01, code 1 (any auto); (3) Workers’ Compensation and Employer’s Liability: Workers’ Compensation insurance as required by the State of California and Employer’s Liability Insurance; and (4) Builders’/All Risk: Builders’/All Risk insurance covering for all risks of loss, including explosion, collapse, underground excavation and removal of lateral support (and including earthquakes and floods if requested by the City). Policies shall not contain exclusions contrary to this Contract.

3.15.2.2 Minimum Limits of Insurance. Contractor shall maintain limits no less than: (1) General Liability: $2,000,000 per occurrence and $4,000,000 general aggregate for bodily injury, personal injury and property damage; (2) Automobile Liability: $1,000,000 per accident for bodily injury and property damage; (3) Workers’ Compensation and Employer’s Liability: Workers’ compensation limits as required by the Labor Code of the State of California.

Employer’s Liability limits of $1,000,000 each accident, policy limit bodily injury or disease, and each employee bodily injury or disease; and (4) Builders’/All Risk: Completed value of the project.

Defense costs shall be available in addition to the limits. Notwithstanding the minimum limits specified herein, any available coverage shall be provided to the parties required to be named as additional insureds pursuant to this Contract.

3.15.2.3 Notices; Cancellation or Reduction of Coverage. At least fifteen (15) days prior to the expiration of any such policy, evidence showing that such insurance coverage has been renewed or extended shall be filed with the City. If such coverage is cancelled or materially reduced, Contractor shall, within ten (10) days after receipt of written notice of such cancellation or reduction of coverage, file with the City evidence of insurance showing that the required insurance has been reinstated or has been provided through another insurance company or companies. In the event any policy of insurance required under this Contract does not comply with these specifications or is canceled and not replaced, the City has the right but not the duty to obtain the insurance it deems necessary and any premium paid by the City will be promptly reimbursed by Contractor or the City may withhold amounts sufficient to pay premium from Contractor payments. In the alternative, the City may suspend or terminate this Contract.

3.15.3 Insurance Endorsements. The insurance policies shall contain the following provisions, or Contractor shall provide endorsements (amendments) on forms supplied or approved by the City to add the following provisions to the insurance policies:

3.15.3.1 General Liability. (1) Such policy shall give the City, its officials, employees, agents and volunteers additional insured status using ISO endorsements CG20 10 10 01 plus CG20 37 10 01, or endorsements providing the exact same coverage, with respect to the Work or operations performed by or on behalf of Contractor, including materials, parts or equipment furnished in connection with such work; (2) all policies shall waive or shall permit Contractor to waive all rights of subrogation which may be obtained by the Contractor or any insurer by virtue of payment of any loss or any coverage provided to any person named as an additional insured pursuant to this Contract, and Contractor agrees to waive all such rights of subrogation; and (3) the insurance coverage shall be primary insurance as respects the City, its officials, employees, agents and volunteers, or if excess, shall stand in an unbroken chain of coverage excess of Contractor’s scheduled underlying coverage. Any insurance or self-insurance maintained by the City, its officials, employees, agents and volunteers shall be excess of Contractor’s insurance and shall not be called upon to contribute with it.

3.15.3.2 Automobile Liability. (1) Such policy shall give the City, its officials, employees, agents and volunteers additional insured status with respect to the ownership, operation, maintenance, use, loading or unloading of any auto owned, leased, hired or borrowed by Contractor or for which Contractor is responsible; (2) all policies shall waive or shall permit Contractor to waive all rights of subrogation which may be obtained by the Contractor or any insurer by virtue of payment of any loss or any coverage provided to any person named as an additional insured pursuant to this Contract, and Contractor agrees to waive all such rights of subrogation; and (3) the insurance coverage shall be primary insurance as respects the City, its officials, employees, agents and volunteers, or if excess, shall stand in an unbroken chain of coverage excess of Contractor’s scheduled underlying coverage. Any insurance or self-insurance maintained by the City, its officials, employees, agents and volunteers shall be excess of Contractor’s insurance and shall not be called upon to contribute with it in any way.

3.15.3.3 Workers’ Compensation and Employer’s Liability Coverage.

The insurer shall agree to waive all rights of subrogation against the City, its officials, employees, agents and volunteers for losses paid under the terms of the insurance policy which arise from work performed by Contractor.

3.15.3.4 All Coverages. Each insurance policy required by this Contract shall be endorsed to state that: (1) coverage shall not be suspended, voided, reduced or canceled except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City; and (2) any failure to comply with reporting or other provisions of the policies, including breaches of warranties, shall not affect coverage provided to the City, its officials, employees, agents and volunteers.

3.15.4 Builders’/All Risk Policy Requirements. The builders’/all risk insurance shall provide that the City be named as loss payee. In addition, the insurer shall waive all rights of subrogation against the City.

3.15.5 Separation of Insureds; No Special Limitations. All insurance required by this Section shall contain standard separation of insureds provisions. In addition, such insurance shall not contain any special limitations on the scope of protection afforded to the City, its officials, employees, agents and volunteers.

3.15.6 Professional Liability Insurance. All architects, engineers, consultants or design professionals retained by Contractor shall also procure and maintain, for a period of five (5) years following completion of the Contract, errors and omissions liability insurance with a limit of not less than $1,000,000 per occurrence. This insurance shall name the City, its directors, officials, officers, employees, agents and volunteers as additional and insureds with respect to Work performed, and shall otherwise comply with all requirements of this Section. Defense costs shall be paid in addition to the limits.

3.15.7 Deductibles and Self-Insurance Retentions. Any deductibles or selfinsured retentions must be declared to and approved by the City. Contractor shall guarantee that, at the option of the City, either: (1) the insurer shall reduce or eliminate such deductibles or selfinsured retentions as respects the City, its officials, employees, agents and authorized volunteers; or (2) the Contractor shall procure a bond or other financial guarantee acceptable to the City guaranteeing payment of losses and related investigation costs, claims and administrative and defense expenses.

3.15.8 Acceptability of Insurers. Insurance is to be placed with insurers with a current A.M. Best’s rating no less than A:VII, licensed to do business in California, and satisfactory to the City. Exception may be made for the State Compensation Insurance Fund when not specifically rated.

3.15.9 Verification of Coverage. Contractor shall furnish City with original certificates of insurance and endorsements effecting coverage required by this Contract on forms satisfactory to the City. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf, and shall be on forms supplied or approved by the City. All certificates and endorsements must be received and approved by the City before work commences. The City reserves the right to require complete, certified copies of all required insurance policies, at any time.

3.15.10 Subcontractors. All subcontractors shall meet the requirements of this Section before commencing Work. Contractor shall furnish separate certificates and endorsements for each subcontractor. Subcontractor policies of General Liability insurance shall name the City, its officials, employees, agents and authorized volunteers as additional insureds using form ISO 20 38 04 13 or endorsements providing the exact same coverage. All coverages for subcontractors shall be subject to all of the requirements stated herein except as otherwise agreed to by the City in writing.

3.15.11 Reporting of Claims. Contractor shall report to the City, in addition to Contractor’s insurer, any and all insurance claims submitted by Contractor in connection with the Work under this Contract.

3.16 Bond Requirements.

3.16.1 Payment Bond. If required by law or otherwise specifically requested by City in Exhibit “C” attached hereto and incorporated herein by reference, Contractor shall execute and provide to City concurrently with this Contract a Payment Bond in an amount required by the City and in a form provided or approved by the City. If such bond is required, no payment will be made to Contractor until the bond has been received and approved by the City.

3.16.2 Performance Bond. If specifically requested by City in Exhibit “C” attached hereto and incorporated herein by reference, Contractor shall execute and provide to City concurrently with this Contract a Performance Bond in an amount required by the City and in a form provided or approved by the City. If such bond is required, no payment will be made to Contractor until the bond has been received and approved by the City.

3.16.3 Bond Provisions. Should, in City’s sole opinion, any bond become insufficient or any surety be found to be unsatisfactory, Contractor shall renew or replace the effected bond within (ten) 10 days of receiving notice from City. In the event the surety or Contractor intends to reduce or cancel any required bond, at least thirty (30) days prior written notice shall be given to the City, and Contractor shall post acceptable replacement bonds at least ten (10) days prior to expiration of the original bonds. No further payments shall be deemed due or will be made under this Contract until any replacement bonds required by this Section are accepted by the City. To the extent, if any, that the Total Contract Price is increased in accordance with the Contract, Contractor shall, upon request of the City, cause the amount of the bond to be increased accordingly and shall promptly deliver satisfactory evidence of such increase to the City. If Contractor fails to furnish any required bond, the City may terminate the Contract for cause.

3.16.4 Surety Qualifications. Only bonds executed by an admitted surety insurer, as defined in California Code of Civil Procedure Section 995.120, shall be accepted. If a California-admitted surety insurer issuing bonds does not meet these requirements, the insurer will be considered qualified if it is in conformance with Section 995.660 of the California Code of Civil Procedure, and proof of such is provided to the City.

3.17 Warranty. Contractor warrants all Work under the Contract (which for purposes of this Section shall be deemed to include unauthorized work which has not been removed and any non-conforming materials incorporated into the Work) to be of good quality and free from any defective or faulty material and workmanship. Contractor agrees that for a period of one year (or the period of time specified elsewhere in the Contract or in any guarantee or warranty provided by any manufacturer or supplier of equipment or materials incorporated into the Work, whichever is later) after the date of final acceptance, Contractor shall within ten (10) days after being notified in writing by the City of any defect in the Work or non-conformance of the Work to the Contract, commence and prosecute with due diligence all Work necessary to fulfill the terms of the warranty at its sole cost and expense. Contractor shall act sooner as requested by the City in response to an emergency. In addition, Contractor shall, at its sole cost and expense, repair and replace any portions of the Work (or work of other contractors) damaged by its defective Work or which becomes damaged in the course of repairing or replacing defective Work. For any Work so corrected, Contractor’s obligation hereunder to correct defective Work shall be reinstated for an additional one year period, commencing with the date of acceptance of such corrected Work.

Contractor shall perform such tests as the City may require to verify that any corrective actions, including, without limitation, redesign, repairs, and replacements comply with the requirements of the Contract. All costs associated with such corrective actions and testing, including the removal, replacement, and reinstitution of equipment and materials necessary to gain access, shall be the sole responsibility of Contractor. All warranties and guarantees of subcontractors, suppliers and manufacturers with respect to any portion of the Work, whether express or implied, are deemed to be obtained by Contractor for the benefit of the City, regardless of whether or not such warranties and guarantees have been transferred or assigned to the City by separate agreement and Contractor agrees to enforce such warranties and guarantees, if necessary, on behalf of the City. In the event that Contractor fails to perform its obligations under this Section, or under any other warranty or guaranty under this Contract, to the reasonable satisfaction of the City, the City shall have the right to correct and replace any defective or non-conforming Work and any work damaged by such work or the replacement or correction thereof at Contractor’s sole expense.

Contractor shall be obligated to fully reimburse the City for any expenses incurred hereunder upon demand.

3.18 Employee/Labor Certifications.

3.18.1 Contractor’s Labor Certification. By its signature hereunder, Contractor certifies that he is aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for Worker’s Compensation or to undertake self-insurance in accordance with the provisions of that Code, and agrees to comply with such provisions before commencing the performance of the Work. A certification form for this purpose, which is attached to this Contract as Exhibit “D” and incorporated herein by reference, shall be executed simultaneously with this Contract.

3.18.2 Equal Opportunity Employment. Contractor represents that it is an equal opportunity employer and that it shall not discriminate against any employee or applicant for employment because of race, religion, color, national origin, ancestry, sex, age or other interests protected by the State or Federal Constitutions. Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination.

3.18.3 Verification of Employment Eligibility. By executing this Contract, Contractor verifies that it fully complies with all requirements and restrictions of state and federal law respecting the employment of undocumented aliens, including, but not limited to, the Immigration Reform and Control Act of 1986, as may be amended from time to time, and shall require all subcontractors and sub-subcontractors to comply with the same.

3.19 Termination. This Contract may be terminated by City at any time, either with our without cause, by giving Contractor three (3) days advance written notice. In the event of termination by City for any reason other than the fault of Contractor, City shall pay Contractor for all Work performed up to that time as provided herein. In the event of breach of the Contract by Contractor, City may terminate the Contract immediately without notice, may reduce payment to Contractor in the amount necessary to offset City’s resulting damages, and may pursue any other available recourse against Contractor. Contractor may not terminate this Contract except for cause. In the event this Contract is terminated in whole or in part as provided, City may procure, upon such terms and in such manner as it may determine appropriate, services similar to those terminated. Further, if this Contract is terminated as provided, City may require Contractor to provide all finished or unfinished documents, data, diagrams, drawings, materials or other matter prepared or built by Contractor in connection with its performance of this Contract. Contractor shall be required to provide such document and other information within fifteen (15) days of the request.

3.20 General Provisions.

3.20.1 City’s Representative. The City hereby designates the Director of Public Works, or his or her designee, to act as its representative for the performance of this Contract (“City’s Representative”). City’s Representative shall have the power to act on behalf of the City for all purposes under this Contract. Contractor shall not accept direction or orders from any person other than the City’s Representative or his or her designee.

3.20.2 Contractor’s Representative. Before starting the Work, Contractor shall submit in writing the name, qualifications and experience of its proposed representative who shall be subject to the review and approval of the City (“′Contractor’s Representative”). Following approval by the City, Contractor’s Representative shall have full authority to represent and act on behalf of Contractor for all purposes under this Contract. Contractor’s Representative shall supervise and direct the Work, using his best skill and attention, and shall be responsible for all construction means, methods, techniques, sequences and procedures and for the satisfactory coordination of all portions of the Work under this Contract. Contractor’s Representative shall devote full time to the Project and either he or his designee, who shall be acceptable to the City, shall be present at the Work site at all times that any Work is in progress and at any time that any employee or subcontractor of Contractor is present at the Work site. Arrangements for responsible supervision, acceptable to the City, shall be made for emergency Work which may be required. Should Contractor desire to change its Contractor’s Representative, Contractor shall provide the information specified above and obtain the City’s written approval.

3.20.3 Contract Interpretation. Should any question arise regarding the meaning or import of any of the provisions of this Contract or written or oral instructions from City, the matter shall be referred to City’s Representative, whose decision shall be binding upon Contractor.

3.20.4 Anti-Trust Claims. This provision shall be operative if this Contract is applicable to California Public Contract Code Section 7103.5. In entering into this Contract to supply goods, services or materials, Contractor hereby offers and agrees to assign to the City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2, commencing with Section 16700, of Part 2 of Division 7 of the Business and Professions Code) arising from purchases of goods, services, or materials pursuant to the Contract. This assignment shall be made and become effective at the time the City tender final payment to Contractor, without further acknowledgment by the Parties.

3.20.5 Notices. All notices hereunder and communications regarding interpretation of the terms of the Contract or changes thereto shall be provided by the mailing thereof by registered or certified mail, return receipt requested, postage prepaid and addressed as follows:

CONTRACTOR:

J. KIM ELECTRIC, INC.
842 W. LAS PALMAS DRIVE
FULLERTON, CA 92835
ATTN: TINA KIM, PROJECT MANAGER
CITY:

CITY OF STANTON
7800 KATELLA AVENUE
STANTON, CA 90680
ATTN: JOE AMES, DIRECTOR OF PUBLIC WORKS
Any notice so given shall be considered received by the other Party three (3) days after deposit in the U.S. Mail as stated above and addressed to the Party at the above address. Actual notice shall be deemed adequate notice on the date actual notice occurred, regardless of the method of service.

3.20.6 Time of Essence. Time is of the essence in the performance of this Contract.

3.20.7 Assignment Forbidden. Contractor shall not, either voluntarily or by action of law, assign or transfer this Contract or any obligation, right, title or interest assumed by Contractor herein without the prior written consent of City. If Contractor attempts an assignment or transfer of this Contract or any obligation, right, title or interest herein, City may, at its option, terminate and revoke the Contract and shall thereupon be relieved from any and all obligations to Contractor or its assignee or transferee.

3.20.8 No Third Party Beneficiaries. There are no intended third party beneficiaries of any right or obligation assumed by the Parties.

3.20.9 Laws; Venue. This Contract shall be interpreted in accordance with the laws of the State of California. If any action is brought to interpret or enforce any term of this Contract, the action shall be brought in a state or federal court situated in the County of Orange, State of California.

3.20.10 Attorneys’ Fees. If either Party commences an action against the other party, either legal, administrative or otherwise, arising out of or in connection with this Agreement, the prevailing party in such litigation shall be entitled to have and recover from the losing party reasonable attorneys’ fees and all other costs of such action.

3.20.11 Counterparts. This Contract may be executed in counterparts, each of which shall constitute an original.

3.20.12 Successors. The Parties do for themselves, their heirs, executors, administrators, successors, and assigns agree to the full performance of all of the provisions contained in this Contract.

3.20.13 Solicitation. Contractor maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Contractor, to solicit or secure this Contract. Further, Contractor warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working solely for Contractor, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Contract. For breach or violation of this warranty, City shall have the right to terminate this Contract without liability.

3.20.14 Conflict of Interest. Contractor maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Contractor, to solicit or secure this Contract. Further, Contractor warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working solely for Contractor, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Contract. For breach or violation of this warranty, City shall have the right to rescind this Contract without liability. For the term of this Contract, no director, official, officer or employee of City, during the term of his or her service with City, shall have any direct interest in this Contract, or obtain any present or anticipated material benefit arising therefrom. In addition, Contractor agrees to file, or to cause its employees or subcontractors to file, a Statement of Economic Interest with the City’s Filing Officer as required under state law in the performance of the Work.

3.20.15 Certification of License.

3.20.15.1 Contractor certifies that as of the date of execution of this Contract, Contractor has a current contractor’s license of the classification indicated below under Contractor’s signature.

3.20.15.2 Contractors are required by law to be licensed and regulated by the Contractors’ State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within four (4) years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within ten (10) years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors’ State License Board, P.O.

Box 26000, Sacramento, California 95826.

3.20.16 Authority to Enter Contract. Each Party warrants that the individuals who have signed this Contract have the legal power, right and authority to make this Contract and bind each respective Party.

3.20.17 Entire Contract; Modification. This Contract contains the entire agreement of the Parties with respect to the subject matter hereof, and supersedes all prior negotiations, understandings or agreements. This Contract may only be modified by a writing signed by both Parties.

3.20.18 Non-Waiver. None of the provisions of this Contract shall be considered waived by either party, unless such waiver is specifically specified in writing.

3.20.19 City’s Right to Employ Other Contractors. City reserves right to employ other contractors in connection with this Project or other projects. [Signatures on Next Page]

SIGNATURE PAGE FOR CONSTRUCTION CONTRACT

BETWEEN THE CITY OF STANTON
AND J. KIM ELECTRIC, INC.

IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the date first written above.

CITY OF STANTON
Approved:

By:

JARAD HILDENBRAND

CITY MANAGER
ATTESTED:

By: _______________________________
City Clerk
APPROVED AS TO FORM:
______________________________
Best Best & Krieger LLP
City Attorney
J. KIM ELECTRIC, INC.

By:

Its:

Printed Name:

By:

Its:

Printed Name:_________________________
____________________________________
Contractor’s License Number and
Classification
____________________________________
DIR Registration Number
CITY HALL NEW LIGHTING PROJECT -26-

SHORT FORM CONSTRUCTION CONTRACT

EXHIBIT A
EXHIBIT “A”

SERVICES / SCHEDULE

1. PRIOR TO START OF WORK, OBTAIN CITY BUILDING PERMIT AND PREPARE

PLANS AS NECESSARY AND AS DETERMINED BY THE CITY BUILDING OFFICIAL

2. PRIOR TO START OF WORK, OBTAIN CITY BUSINESS LICENSE

3. DEMO EXISTING LIGHTING CONTROL PANEL EQUIPMENT FROM ELECTRICAL

CLOSET AT STAGE

4. REWORK ELECTRICAL AT EXISTING LIGHTING CONTROL BOX

5. FURNISH AND INSTALL THREE (3) WATTSTOPPER SINGLE RELAY ROOM CONTROLLERS AT EXISTING 16 X 16 PULL BOX AT STAGE

6. FURNISH AND INSTALL THREE (3) WATTSTOPPER LMDM 101 SWITCHES AT SAME

LOCATION AS EXISTING SWITCHES

7. FURNISH AND INSTALL (1LOT) CAT5 CABLE FROM LIGHTING CONTROL BOX AT

STAGE TO LIGHT SWITCH LOCATIONS

8. FURNISH AND INSTALL (1LOT) 18-2 0-10V DIMMING CABLE FROM EXISTING CONTROL BOX LOCATION TO THIRTY (30) CAN LIGHT LOCATIONS

9. DEMO THIRTY (30) EXISTING CAN LIGHT HOUSINGS, LAMPS & BALLAST

10. REWORK EXISTING LIGHTING POWER FOR NEW RETROFIT FIXTURES

11. FURNISH AND INSTALL THIRTY (30) SPECTRUM-SGRTE10XT-30L-35K-WDDS101/AR1066XT-MW-SO RETROFIT FIXTURES AT SAME LOCATION AS EXISTING

12. DISPOSE OF THIRTY (30) MH LAMPS

13. DISPOSE OF THIRTY (30) MH BALLASTS

14. FURNISH LIFT EQUIPMENT
CITY HALL NEW LIGHTING PROJECT -27-

SHORT FORM CONSTRUCTION CONTRACT

EXHIBIT B
EXHIBIT “B”

PLANS AND SPECIFICATIONS
PLANS
AS BUILT PLANS ATTACHED FOR REFERENCE.

SPECIFICATIONS
Specifications consist of “Contractor’s Responsibilities” below and installation instructions provided by the manufacturer, attached.

CONTRACTOR’S RESPONSIBILITIES:
• MEASUREMENTS – Before ordering material or doing any work, Contractor shall verify, at the building, all dimensions which may affect their work. Contractor assumes full responsibility for the accuracy of their figures. No allowance for additional compensation will be considered for minor discrepancies between dimensions on drawings and actual field dimensions. • SUBMITTALS – All samples required by the Specifications shall be submitted to the Public Works Department. Each sample shall be clearly labeled on a tag attached, showing the name of project, name of contractor, manufacturer (and supplier if same is not the manufacturer), the brand name or number identification, characteristic specifications, and the location of the work in the facility.

Each submittal shall be covered by a transmittal letter, properly identified with the project title and number and a brief description of the item being submitted. Contractor shall be responsible for all costs of packing, shipping, and incidental expenses connected with delivery of samples to Public Works Department.

If initial sample is not approved, prepare and submit additional sets until approval is obtained.

Materials supplied or installed which do not conform to the appearance, quality, profile, characteristic specifications or other determinant of the approval samples will be rejected, and shall be replaced with satisfactory materials at the Contractor’s expense. • STORAGE OF MATERIALS – Upon commencement of the project all materials shall be placed and stored outside of our building in a secure, weatherproof temporary storage container in parking lot areas designated by Public Works Department. • CLEAN-UP – The Contractor shall at all times keep the City Hall premises and adjoining premises, driveways, parking lots, and streets clean of rubbish caused by Contractor’s operations and at the completion of the work shall remove all the rubbish, tools, equipment, temporary work and surplus materials, from and about the premises, and shall leave the work clean and ready for use.
• DISPOSAL OF EXISTING FIXTURES - All replaced fixtures, rubbish and debris shall be removed from City Hall premises and disposed up in a disposal facility authorized and/or licensed to accept said material. Contractor shall provide Public Works Department with a CITY HALL NEW LIGHTING PROJECT -28-

SHORT FORM CONSTRUCTION CONTRACT

EXHIBIT B
Certificate of Disposal from the facility documenting the disposal of all materials removed under this contract.
• INTERFERENCE WITH CITY HALL OPERATIONS – Stanton City Hall staff will be utilizing the building for normal operations during the project, but will coordinate with Contractor on scheduling work. The Contractor shall schedule performance of work necessary to complete the project in a way as to minimize interference with operations during construction. o Work which will interfere with Stanton City Hall’s occupancy, including interruptions to hallways, adjoining areas, entrances/exits and essentially noisy operations shall be scheduled in advance and outside of normal hours of the facility. The demolition/installation schedule shall be coordinated and approved by the Public Works Department.
• GENERAL SAFETY AND BUILDING PRECAUTIONS – Provide and maintain in good repair barricades, railings, etc. as required by OSHA, and any local laws for the protection of the Public, employees and visitors to premises.
o Isolate Stanton City Hall occupied areas from areas where demolition and installation work will be done, with temporary, dustproof, weatherproof, enclosures as conditions may require and as directed by the Public Works Manager. o Protect furniture, equipment and fixtures to remain free from soiling, dust, dirt, or damage when demolition work is performed in rooms or areas from which portable or fixed items have not been removed.
o Repair any damage done to existing structures caused by the construction and removal of temporary partitions, coverings and barricades. o Contractor is responsible for all breakage or damage from the time work has started until final completion and all debris is removed.
o Provide protection for existing building interior and exterior, finishes, walls, drives, landscaping, lawns, etc. All damages shall be restored to match existing.

CITY HALL NEW LIGHTING PROJECT -29-

SHORT FORM CONSTRUCTION CONTRACT

EXHIBIT C
EXHIBIT “C”

SPECIAL CONDITIONS
ARTICLE 1. BONDS
Concurrently with this Contract, the Contractor shall deliver to the City four identical counterparts of the Performance Bond and Payment Bond on the forms supplied by the City and included as Exhibit “E” to the Contract. The surety supplying the bond must be an admitted surety insurer, as defined in Code of Civil Procedure Section 995.120, authorized to do business as such in the State of California and satisfactory to the City. The Performance Bond and the Payment Bond shall be for one hundred percent (100%) of the Total Contract Price.

CITY HALL NEW LIGHTING PROJECT -30-

SHORT FORM CONSTRUCTION CONTRACT

EXHIBIT D
EXHIBIT “D”

CERTIFICATION
LABOR CODE - SECTION 1861
I, the undersigned Contractor, am aware of the provisions of Section 3700, et seq., of the California Labor Code which require every employer to be insured against liability for Worker’s Compensation or to undertake self-insurance in accordance with the provisions of the Code, and I, the undersigned Contractor, agree to and will comply with such provisions before commencing the performance of the Work on this Contract.

J. KIM ELECTRIC, INC.

By: _________________________
Signature
_________________________
Name (Print)
_________________________
Title (Print)
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SHORT FORM CONSTRUCTION CONTRACT

EXHIBIT E
EXHIBIT “E”

PAYMENT AND PERFORMANCE BONDS
PAYMENT AND PERFORMANCE BONDS ARE REQUIRED.

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EXHIBIT E

PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS:

THAT WHEREAS, the City of Stanton (hereinafter referred to as “City”) has awarded to ____________________, (hereinafter referred to as the “Contractor”) _______________________ an agreement for ______________________________ (hereinafter referred to as the “Project”).

WHEREAS, the work to be performed by the Contractor is more particularly set forth in the Contract Documents for the Project dated ________________, (hereinafter referred to as “Contract Documents”), the terms and conditions of which are expressly incorporated herein by reference; and
WHEREAS, the Contractor is required by said Contract Documents to perform the terms thereof and to furnish a bond for the faithful performance of said Contract Documents.

NOW, THEREFORE, we, _______________, the undersigned Contractor and _____________________________________________ as Surety, a corporation organized and duly authorized to transact business under the laws of the State of California, are held and firmly bound unto the City in the sum of ___________________________ DOLLARS, ($____________), said sum being not less than one hundred percent (100%) of the total amount of the Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Contractor, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the Contract Documents and any alteration thereof made as therein provided, on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill all obligations including the one-year guarantee of all materials and workmanship; and shall indemnify and save harmless the City, its officers and agents, as stipulated in said Contract Documents, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As a condition precedent to the satisfactory completion of the Contract Documents, unless otherwise provided for in the Contract Documents, the above obligation shall hold good for a period of one (1) year after the acceptance of the work by City, during which time if Contractor shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage resulting from or caused by defective materials or faulty workmanship, Surety shall undertake and faithfully fulfill all such obligations. The obligations of Surety hereunder shall continue so long as any obligation of Contractor remains. Nothing herein shall limit the City’s rights or the Contractor or Surety’s obligations under the Contract, law or equity, including, but not limited to, California Code of Civil Procedure section 337.15.

Whenever Contractor shall be, and is declared by the City to be, in default under the Contract Documents, the Surety shall remedy the default pursuant to the Contract Documents, or shall promptly, at the City’s option:

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EXHIBIT E
(1) Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; or
(2) Obtain a bid or bids for completing the Project in accordance with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a Contract between such bidder, the Surety and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents.
(3) Permit the City to complete the Project in any manner consistent with local, California and federal law and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents.

Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Contractor.

Surety shall not utilize Contractor in completing the Project nor shall Surety accept a bid from Contractor for completion of the Project if the City, when declaring the Contractor in default, notifies Surety of the City’s objection to Contractor’s further participation in the completion of the Project.

The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project to be performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project, including but not limited to the provisions of sections 2819 and 2845 of the California Civil Code.

IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______ day of ______________, 20__).
(Corporate Seal)
Contractor/ Principal
By
Title
CITY HALL NEW LIGHTING PROJECT -34-

SHORT FORM CONSTRUCTION CONTRACT

EXHIBIT E
(Corporate Seal)
Surety
By
Attorney-in-Fact
Signatures of those signing for the Contractor and Surety must be notarized and evidence of corporate authority attached.
(Attach Attorney-in-Fact Certificate) Title
The rate of premium on this bond is ____________ per thousand. The total amount of premium charges, $_______________________________.
(The above must be filled in by corporate attorney.)

THIS IS A REQUIRED FORM
Any claims under this bond may be addressed to:
(Name and Address of Surety)
(Name and Address of Agent or
Representative for service of
process in California, if different
from above)
(Telephone number of Surety
and Agent or Representative for
service of process in California)
NOTE: A copy of the Power-of-Attorney authorizing the person signing on behalf of the Surety to do so must be attached hereto.

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Notary Acknowledgment
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or validity of that document.

STATE OF CALIFORNIA
COUNTY OF ______________
On , 20___, before me, _______________________________, Notary Public, personally
appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

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

WITNESS my hand and official seal.

Signature of Notary Public

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

CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT Individual
Corporate Officer
Title(s) Title or Type of Document
Partner(s) Limited
General Number of Pages
Attorney-In-Fact
Trustee(s)
Guardian/Conservator Date of Document
Other:

Signer is representing:

Name Of Person(s) Or Entity(ies)
Signer(s) Other Than Named Above
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EXHIBIT E

PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS That
THAT WHEREAS, the City of Stanton (hereinafter referred to as “City”) has awarded to ____________________, (hereinafter referred to as the “Contractor”) _______________________ an agreement for ______________________________ (hereinafter referred to as the “Project”).

WHEREAS, the work to be performed by the Contractor is more particularly set forth in the Contract Documents for the Project dated ________________, (hereinafter referred to as “Contract Documents”), the terms and conditions of which are expressly incorporated herein by reference; and
WHEREAS, said Principal is required to furnish a bond in connection with said contract; providing that if said Principal or any of its Subcontractors shall fail to pay for any materials, provisions, provender, equipment, or other supplies used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of said Principal and its Subcontractors with respect to such work or labor the Surety on this bond will pay for the same to the extent hereinafter set forth.

NOW THEREFORE, we, the Principal and __________________________ as Surety, are held and firmly bound unto the City in the penal sum of ______________ Dollars ($___________) lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his or its subcontractors, heirs, executors, administrators, successors or assigns, shall fail to pay any of the persons named in Section 9100 of the Civil Code, fail to pay for any materials, provisions or other supplies, used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department or Franchise Tax Board from the wages of employees of the contractor and his subcontractors pursuant to Section 18663 of the Revenue and Taxation Code, with respect to such work and labor the Surety or Sureties will pay for the same, in an amount not exceeding the sum herein above specified, and also, in case suit is brought upon this bond, all litigation expenses incurred by City in such suit, including reasonable attorneys’ fees, court costs, expert witness fees and investigation expenses.

This bond shall inure to the benefit of any of the persons named in Section 9100 of the Civil Code so as to give a right of action to such persons or their assigns in any suit brought upon this bond.

It is further stipulated and agreed that the Surety on this bond shall not be exonerated or released from the obligation of this bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract, plans, specifications, or agreement pertaining or relating to any scheme or work of improvement herein above described, or pertaining CITY HALL NEW LIGHTING PROJECT -37-

SHORT FORM CONSTRUCTION CONTRACT

EXHIBIT E
or relating to the furnishing of labor, materials, or equipment therefore, nor by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme or work of improvement herein above described, nor by any rescission or attempted rescission of the contract, agreement or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or under the bond, nor by any fraud practiced by any person other than the claimant seeking to recover on the bond and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances shall Surety be released from liability to those for whose benefit such bond has been given, by reason of any breach of contract between the owner or City and original contractor or on the part of any obligee named in such bond, but the sole conditions of recovery shall be that claimant is a person described in Section 9100 of the Civil Code, and has not been paid the full amount of his claim and that Surety does hereby waive notice of any such change, extension of time, addition, alteration or modification herein mentioned and the provisions of sections 2819 and 2845 of the California Civil Code.

IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______ day of ______________, 20__.
(Corporate Seal)
Contractor/ Principal
By
Title
(Corporate Seal) Surety
By
Attorney-in-Fact
Title
Signatures of those signing for the Contractor and Surety must be notarized and evidence of corporate authority attached. A Power-of-Attorney authorizing the person signing on behalf of the Surety to do so much be attached hereto.

NOTE: A copy of the Power-of-Attorney authorizing the person signing on behalf of the Surety to do so must be attached hereto.

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EXHIBIT E
Notary Acknowledgment
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or validity of that document.

STATE OF CALIFORNIA
COUNTY OF ______________
On , 20___, before me, _______________________________, Notary Public, personally
appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

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

WITNESS my hand and official seal.

Signature of Notary Public

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

CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT Individual
Corporate Officer
Title(s) Title or Type of Document
Partner(s) Limited
General Number of Pages
Attorney-In-Fact
Trustee(s)
Guardian/Conservator Date of Document
Other:

Signer is representing:

Name Of Person(s) Or Entity(ies)
Signer(s) Other Than Named Above
Attachment: B
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1 CITY OF STANTON

REPORT TO CITY COUNCIL
TO: Honorable Mayor and Members of the City Council
DATE: March 8, 2022
SUBJECT: ACCEPTANCE OF THE 2021 CITYWIDE TRAFFIC SIGNAL EQUIPMENT

IMPROVEMENTS PROJECT BY THE CITY COUNCIL OF THE CITY OF

STANTON, CALIFORNIA
REPORT IN BRIEF:

The 2021 Citywide Traffic Signal Equipment Improvements Project consisting of the installation of new traffic signal controllers, ADA-compliant push buttons, and cabinets with battery backup is now complete. The final construction cost for the project was $109,783.85, which was the contract award amount. The City Engineer, in his judgment, certifies that the work was satisfactorily completed as of February 1, 2022 and recommends that the City Council accept the completed work performed on this project.

RECOMMENDED ACTION:

1. City Council declare this project categorically exempt under the California Environmental Quality Act, Class 1, and Section 15301c - Existing highways and streets, sidewalks, gutters, bicycle and pedestrian trails, and similar facilities; and

2. Accept the completion of improvements for the 2021 Citywide Traffic Signal Equipment Improvements Project, as certified by the City Engineer, and affix the date of February 1, 2022 as the date of completion of all work on this project; and

3. Approve the final construction contract amount of $109,783.85 with Econolite Systems, Inc.; and

4. Direct the City Clerk within ten (10) days from the date of acceptance to file the Notice of Completion (Attachment) with the County Clerk-Recorder of the County of Orange; and

5. Direct City staff, after thirty-five (35) days has elapsed from the filing of the “Notice of Completion” with the County Clerk-Recorder, to make the retention payment to Econolite Systems, Inc. in the amount of $5,489.19.

Item: 12I
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2 BACKGROUND:

In early 2021, City staff asked the City’s traffic engineering services firm, Hartzog & Crabill, to review all of the signalized intersections and crosswalks with overhead pedestrian-activated flashing lights within the City in order to provide recommendations to improve safety and functionality. Hartzog & Crabill identified 14 locations for improvements; however, two locations were already being addressed through the Magnolia Avenue Corridor Signal Synchronization Project. The remaining 12 locations included one or more of the following improvements: new traffic signal controllers, ADAcompliant push buttons, and cabinets with battery backup. Additionally, new SCHOOL X-ING signs were installed on the mast arms at two crosswalks.

ANALYSIS/JUSTIFICATION:

The 2021 Citywide Traffic Signal Equipment Improvements Project has been completed in conformance with the project plans and specifications and has been accepted by the City Engineer. The filing of a Notice of Completion is required by the Agreement for this project and under the California Public Contract Code.

FISCAL IMPACT:

This project was budgeted for in the FY 2021/2022 Capital Improvement Program (Task Code 2021-105) for $200,740.

ENVIRONMENTAL IMPACT:

This project is categorically exempt under the California Environmental Quality Act, Class 1, and Section 15301c.

LEGAL REVIEW:

None.

STRATEGIC PLAN OBJECTIVE ADDRESSED:

Provide a quality infrastructure.

PUBLIC NOTIFICATION:
3 - Provide a quality infrastructure
3 ATTACHMENT:

A. Notice of Completion
Prepared by:
/s/ Joe Ames
Joe Ames, P.E., T.E.

Public Works Director/City Engineer
Concur: Approved by:
/s/ Michelle Bannigan /s/ Jarad L. Hildenbrand
Michelle Bannigan, CPA
Finance Director
Jarad L. Hildenbrand
City Manager
Recording requested by and
when recorded mail to:

CITY OF STANTON
7800 KATELLA AVE.

STANTON, CA 90680

EXEMPT FROM RECORDING FEES PER
GOVERNMENT CODE SECTION 2738

NOTICE OF COMPLETION
Notice pursuant to Civil Code Section 3093, must be filed within 10 days after completion.

Notice is hereby given that:

1. The undersigned is owner or corporate officer of the owner of the interest or estate stated below in the property hereinafter described:

2. The full name of the owner is the City of Stanton.

3. The full address of owner is 7800 Katella Avenue, Stanton, CA 90680.

4. The nature of the interest or estate of the owner is: Public Right of Way.

5. A work of improvement on the property hereinafter described was completed on February 1, 2022. The work was the 2021 Citywide Traffic Signal Equipment Improvement Project.

6. The name of the contractor for such work of improvement was: Econolite Systems, Inc..

7. The property on which said work of improvement was completed is in the City of: Stanton, County of Orange, and State of California.

Dated:______________________ ___________________________________, City of Stanton Verification for Individual Owner Joseph John Ames, City Engineer

VERIFICATION
I, the undersigned, say: I am the City Engineer of the City of Stanton, the declarant of the foregoing Notice of Completion; I have read said Notice of Completion and know the contents thereof; the same is true of my own knowledge. I declare under penalty of perjury that the foregoing is true and correct.

Executed on _______________________________, 2021, at Stanton, California. _________________________________________, City of Stanton Joseph John Ames, City Engineer
(Space above this line for Recorder’s use)
Attachment: A
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CITY OF STANTON

REPORT TO CITY COUNCIL
TO: Honorable Mayor and Members of the City Council
DATE: March 8, 2022
SUBJECT: CONSIDERATION OF RESOLUTION NO. 2022-08 TO RESTRICT

OVERNIGHT PARKING ON MAIN STREET
REPORT IN BRIEF:

The recommended resolution would establish no parking from 10:00 p.m. – 6:00 a.m., seven days per week, on the north side of Main Street from the alley between Flower Avenue and Beach Boulevard to Chestnut Avenue and on the south side of Main Street from Flower Avenue to Court Avenue.

RECOMMENDED ACTION:

1. City Council remove any existing time limit parking on Main Street; and

2. Establish “No Parking” hours from 10:00 p.m. – 6:00 a.m., seven days per week, on the north side of Main Street from the alley between Flower Avenue and Beach Boulevard to Chestnut Avenue and on the south side of Main Street from Flower Avenue to Court Avenue with a tow away enforcement provision; and

3. Adopt Resolution No. 2022-08 entitled:
“A RESOLUTION OF THE CITY COUNCIL OF STANTON, CALIFORNIA, TO

RESTRICT OVERNIGHT PARKING ON THE NORTH SIDE OF MAIN STREET

FROM THE ALLEY BETWEEN FLOWER AVENUE AND BEACH BOULEVARD

TO CHESTNUT AVENUE AND ON THE SOUTH SIDE OF MAIN STREET FROM FLOWER AVENUE TO COURT AVENUE;” and

4. Declare that this Resolution will not have a significant effect, adverse or otherwise, on the environment pursuant to the California Environment Quality Act (“CEQA”) Guidelines Section 15061(b)(3); therefore, this resolution is found and determined to be not subject to analysis under the California Environment Quality Act of 1970, as amended, or the State CEQA Guidelines.

Item: 12J
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BACKGROUND
At the February 22, 2022 City Council meeting, the City Council heard City staff’s report regarding restricting overnight parking in front of businesses on portions of Main Street and installing angled parking on Main Street between Rose Street and Flower Avenue.

City Council adopted Resolution 2022-10 authorizing the additional angled parking on Main Street and the related CEQA action; however, City Council requested City staff to return at the next City Council meeting with a revised Resolution establishing different limits for restricting overnight parking on Main Street and revising the times for no parking.

The recommended resolution would establish no parking from 10:00 p.m. – 6:00 a.m., seven days per week, on the north side of Main Street from the alley between Flower Avenue and Beach Boulevard to Chestnut Avenue and on the south side of Main Street from Flower Avenue to Court Avenue.

ANALYSIS/JUSTIFICATION:

California Vehicle Code Section 22507 gives municipalities the authority to prohibit or restrict parking during all or certain hours of the day and requires the adoption of an ordinance or resolution to establish or change those restrictions. The resolution, as presented, meets the requirements of CVC Section 22507.

FISCAL IMPACT:

The installation of overnight parking prohibition signage may be performed within the existing Supplies & Materials Budget (101-3500-602140) and the Pavement Maintenance Budget (101-3500-710190).

ENVIRONMENTAL IMPACT:

The establishment of No Parking hours will not have a significant effect, adverse or otherwise, on the environment pursuant to the California Environment Quality Act (“CEQA”) Guidelines Section 15061(b)(3); therefore, this Resolution is found and determined to be not subject to analysis under the California Environment Quality Act of 1970, as amended, or the State CEQA Guidelines.

PUBLIC NOTIFICATION:

Posted at three public places and made public through the agenda-posting process.

STRATEGIC PLAN:
5 – Provide a High Quality of Life
Prepared by: Reviewed by:
/s/ Joe Ames
___________________ ___________________
Joe Ames, P.E., T.E. HongDao Nguyen
Public Works Director/City Engineer City Attorney
Reviewed by: Approved by:
/s/ Michelle Bannigan /s/ Jarad L. Hildenbrand
____________________ _____________________
Michelle Bannigan Jarad L. Hildenbrand
Finance Director City Manager
ATTACHMENTS:

1. Draft Resolution No. 2022-08

2. Exhibit Showing Limits of No Overnight Parking Prohibition and Angled Parking Installation
RESOLUTION NO. 2022-08

RESOLUTION NO. 2022-08

A RESOLUTION OF THE CITY COUNCIL OF STANTON, CALIFORNIA, TO RESTRICT

OVERNIGHT PARKING ON THE NORTH SIDE OF MAIN STREET FROM THE ALLEY

BETWEEN FLOWER AVENUE AND BEACH BOULEVARD TO CHESTNUT AVENUE,

AND TO RESTRICT OVERNIGHT PARKING ON THE SOUTH SIDE OF MAIN STREET

FROM FLOWER AVENUE TO COURT AVENUE
WHEREAS, pursuant to California Vehicle Code section 22507, the City Council has the authority to adopt an ordinance or resolution that prohibits or restricts parking during all or certain hours of the day; and
WHEREAS, pursuant to California Vehicle Code section 22651 and Stanton Municipal Code section 10.08.020, any vehicle parked in violation of such a resolution may be towed away and impounded; and
WHEREAS, on February 22, 2022, the City Council conducted and concluded a duly noticed public hearing at which oral and written presentations were made and received; and
WHEREAS, the City Council directed City staff to revise the draft Resolution changing the proposed limits of no overnight parking and the prohibition hours and bring back the Resolution for consideration at the March 8, 2022 City Council meeting; and WHEREAS, all legal prerequisites have occurred prior to the adoption of this Resolution.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF STANTON DOES ORDAIN AS FOLLOWS:

SECTION 1: The City Council finds that all the facts, findings and conclusions set forth above in this Resolution are true and correct.

SECTION 2: The City Council finds that this Resolution will not have a significant effect, adverse or otherwise, on the environment pursuant to the California Environment Quality Act (“CEQA”) Guidelines Section 15061(b)(3); therefore, this resolution is found and determined to be not subject to analysis under the California Environment Quality Act of 1970, as amended, or the State CEQA Guidelines.

SECTION 3: The City shall prohibit parking along the north side of Main Street from the alley between Flower Avenue and Beach Boulevard to Chestnut Avenue, and along the south side of Main Street from Flower Avenue to Court Avenue between the hours of 10:00 p.m. and 6:00 a.m., seven days a week.

SECTION 4: The City may cite and/or tow any vehicle found to be in violation of this parking restriction in the manner and subject to the requirements of California Vehicle Code section 22651.

Attachment: A
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RESOLUTION 2022-08

SECTION 5: The City Engineer is directed to place signs on such areas of Main Street consistent with the restrictions of this Resolution.

SECTION 6: The City Clerk shall certify the adoption of this Resolution.

PASSED, APPROVED, AND ADOPTED this 8th day of March, 2022.

DAVID J. SHAWVER, MAYOR
ATTEST:

PATRICIA A. VAZQUEZ, CITY CLERK

APPROVED AS TO FORM

HONGDAO NGUYEN, CITY ATTORNEY
RESOLUTION 2022-08

STATE OF CALIFORNIA )
COUNTY OF ORANGE ) ss.

CITY OF STANTON )
I, Patricia A. Vazquez, City Clerk of the City of Stanton, California, do hereby certify that the foregoing Resolution No. 2022-08 was introduced at a regular meeting of the City Council of the City of Stanton, California, held on the 8th day of March, 2022 and was duly adopted at a regular meeting of the City Council held on the 8th day of March, 2022, by the following roll-call vote, to wit:

AYES: COUNCILMEMBERS:

NOES: COUNCILMEMBERS:

ABSENT: COUNCILMEMBERS:

ABSTAIN: COUNCILMEMBERS:

PATRICIA A. VAZQUEZ, CITY CLERK
Proposed Limits of No Overnight Parking Prohibition on Main Street & City Council-Approved Angled Parking Implementation Limits on Main Street Red line indicates the proposed no overnight parking limits:

North side of Main Street from the alley between Flower Avenue and Beach Boulevard to Chestnut Avenue South side of Main Street from Flower Avenue to Court Avenue Blue line indicates the City Council-approved limits of new angled parking on Main Street per the February 22, 2022 meeting: Main Street from Rose Street to Flower Avenue
Exhibit: A
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1 CITY OF STANTON

REPORT TO CITY COUNCIL
TO: Honorable Mayor and Members of the City Council
DATE: March 8, 2022
SUBJECT: AUTHORITY TO ADVERTISE FOR CONSTRUCTION: FY 2021-2022

CITYWIDE STREET IMPROVEMENT PROJECT
REPORT IN BRIEF:

The plans and specifications for the FY 2021-2022 Citywide Street Improvement Project are substantially complete. In the interest of time, the City Engineer is recommending City Council approval of the draft specifications and plans for bidding, subject to revision by the City Engineer and the City Attorney, to ensure a construction contract is awarded in April to comply with Orange County Transportation Authority requirements.

RECOMMENDED ACTIONS:

1. City Council declare that the project is exempt from the California Environmental Quality Act (“CEQA”), Class 1, Section 15301(a); and

2. Approve the bid specifications and plans, subject to revisions required by the City Engineer and the City Attorney; and

3. Authorize and advertise for bids the FY 2021-2022 Citywide Street Improvement Project.

BACKGROUND:

The City’s most recent Pavement Management Program (PMP) report lists streets and pavement treatments necessary for the City to maintain a pavement condition index (PCI) of 75 or greater in order to maintain eligibility with the Orange County Transportation Authority’s Measure M2 Turnback Funds Program.

Item: 12K
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2 The most recent PMP listed the following arterial highways as needing to be paved in FY 2021-2022 to maintain an average PCI of 75:

Katella Avenue: Segments just west of Magnolia Avenue
Garden Grove Boulevard: Beach Boulevard to Fern Street
Chapman Avenue: westerly City limit to easterly City limit Dale Avenue: Northerly City limit to Cerritos Avenue
Dale Avenue: Katella Avenue to southerly City limit
Lampson Avenue: Beach Boulevard to easterly City limit
Magnolia Avenue: City limit south of Syracuse to the City limit north of Katella Orangewood Avenue: Western Avenue to cul-de-sac
Cerritos Avenue: Magnolia Avenue to easterly City limit Western Avenue: North City limit to Cerritos Avenue
Accordingly, City Council awarded a design contract on April 13, 2021 to Tait & Associates for the FY 2021-2022 Citywide Street Improvement Project, which incorporates the necessary street work.

Additional local streets were identified in the PMP report for FY 2021-2022; however, for ease of project planning and construction, these local streets will be programmed for design and construction in FY 2022-2023 with the local streets identified for work in FY 2022-2023.

This Project consists of demolition and removals, clearing and grubbing, roadway modifications, roadway grading and earthwork, curb and gutter, asphalt pavement, slurry seal, signing and striping, and all appurtenant work.

This Project also consists of other improvement work identified by the City Engineer and by the City Council as follows:

1. Addition of new sidewalk, curb and gutter on Garden Grove Boulevard between Court Street and Sycamore Avenue in front of the Yamaha motorcycle dealership building where no sidewalk, curb and gutter currently exist.

2. Addition of a crosswalk on Village Center Drive at Parkglen Loop with new sidewalk, curb and gutter, and solar-powered pedestrian push-button activated crossing signals and advance warning signage.

Regarding the second item, Frontier Development’s civil engineer submitted the first draft of their street and striping improvement plans on Village Center Drive to add angled parking which was conceptually approved by City Council on November 8, 2021 by way of ordinance. This Project can be completed with or without Frontier’s angled parking related improvements being in place.

Staff intends to return to City Council with a construction contract award recommendation in April 2022.
3 ANALYSIS/JUSTIFICATION:

The City is a participant in the California Uniform Public Construction Cost Accounting Act Program, which requires that projects with a projected value of more than $200,000 use formal bidding procedures pursuant to Public Contract Code Section 22032(c). Part of the formal bidding procedures requires the City Council to approve bid specifications and plans prior to contractor bidding.

The plans and specifications for the FY 2021-2022 Citywide Street Improvement Project are substantially complete. While Tait & Associates produced 100% plans and specifications, the City Engineer plans on reformatting the specifications prior to releasing the bid specifications and plans to make the documents more user-friendly to bidding contractors. While this effort is occurring, the City Engineer is recommending City Council approval of the draft specifications and plans for bidding, subject to revisions by the City Engineer and the City Attorney, to ensure a construction contract is awarded in April. By awarding a construction contract in April, City staff anticipates this will result in construction expenditures in May and June such that these expenditures can be applied to the City’s fiscal year road maintenance effort expenditure requirement to maintain eligibility with the Orange County Transportation Authority’s Measure M2 program. This early bidding may also allow the City to avail itself of traditionally lower unit bid prices as contractors seek to program their summer work early.

FISCAL IMPACT:

The engineer’s cost estimate prepared by Tait & Associates for construction is $1.83 million. The Fiscal Year 2021/2022 Budget includes $2.1 million in Capital Projects Fund (#305) for this project.

ENVIRONMENTAL IMPACT:

The action requested in this report is categorically exempt under the California Environmental Quality Act, Class 1, Section 15301(a).

LEGAL REVIEW:

None.

STRATEGIC PLAN OBJECTIVE ADDRESSED:
3 – Provide a high-quality infrastructure.
4 Prepared by:
/s/ Joe Ames
_______________________________
Joe Ames, P.E., T.E.

Public Works Director / City Engineer
Concurred by: Approved by:
/s/ Michelle Bannigan /s/ Jarad L. Hildenbrand
_______________________________ _______________________________ Michelle Bannigan, CPA Jarad L. Hildenbrand
Finance Director City Manager
Attachments:

A. Draft Project Specifications
B. Draft Project Plans

BOOK I OF III

CONTRACT DOCUMENTS
DOCUMENTS TO SUBMIT WITH BID:
 BID PROPOSAL
 BID SHEET
 INFORMATION REQUIRED OF
BIDDER
 REFERENCES
 DESIGNATION OF SURETIES
 ACKNOWLEDGEMENT OF

ADDENDA
 INDUSTRIAL SAFETY RECORD
 NON-COLLUSION AFFADAVIT
 LIST OF SUBCONTRACTORS
 BID BOND
 MANDATORY PRE-BID SITE

INSPECTION CERTIFICATION
FOR:
2021/22 CITYWIDE STREET REHABILITATION

PROJECT
Approved Book I, II, III,
By
Joe Ames, P.E., Director of Public Works/City Engineer Date These Contract Documents are the exclusive property of the Agency and shall not be used in any manner without prior consent of the Agency.

Any reuse of these plans and specifications by Others shall be at Other’s sole risk and without liability to the Agency.

CITY OF STANTON – 7800 KATELLA AVENUE -STANTON, CA 90680-3162 Phone (714) 379-9222

CONTRACTOR TO PRINT COMPANY
NAME:

Attachment: A
Click here to return to the agenda.
2 TABLE OF CONTENTS
NOTICE INVITING SEALED BIDS ................................................................................ 3 INSTRUCTIONS TO BIDDERS ....................................................................................... 4 DOCUMENTS TO SUBMIT .......................................................................................... 1,8 BID PROPOSAL ................................................................................................................ 9 BID SHEET ...................................................................................................................... 10 INFORMATION REQUIRED OF BIDDER ................................................................... 15 REFERENCES ................................................................................................................. 18 DESIGNATION OF SURETIES...................................................................................... 22 ACKNOWLEDGEMENT OF ADDENDA ..................................................................... 23 CONTRACTOR'S INDUSTRIAL SAFETY RECORD .................................................. 24 NON-COLLUSION AFFIDAVIT TO BE EXECUTED ................................................. 26 LIST OF SUBCONTRACTORS...................................................................................... 27 BID BOND TO ACCOMPANY PROPOSAL................................................................. 28 PRE-BID SITE INSPECTION CERTIFICATION.......................................................... 28 3 NOTICE INVITING SEALED
BIDS

NOTICE IS HEREBY GIVEN
Sealed proposals for the work shown on
the plans entitled:
2021/22 CITYWIDE STREET
REHABILITATION PROJECT, in
the City of Stanton will be received at
the Office of the City Clerk of the City
of Stanton, 7800 Katella Avenue,
Stanton, CA 90680-3162 until 2:00 PM
on Monday, __________, 2022 at
which time they will be publicly opened
and read.

All bid proposals shall be made on the
proposal forms furnished by the City
and placed, together with the
accompanying documents and security,
in a sealed package marked outside with
the title of the project and “SEALED

BID FOR THE CITY OF STANTON -

DO NOT OPEN WITH REGULAR
MAIL” and addressed to the City Clerk
at the above address in a sealed
envelope.

All bid proposals must comply with the
requirements contained in this Notice
and in the specifications and other
contract documents. All bids in
apparent compliance with such
requirements shall be opened and
publicly read aloud at the above-stated
time at the place of bid receipt identified
above.

The Contractor shall furnish all
necessary materials, labor, equipment
and other incidental and appurtenant
work necessary for the proper
construction of this project, including
but not limited to the sawcut and
removal of existing AC pavement with
full depth AC pavement replacement
repair, weed abate and crack seal of
existing pavement, application of Type
II RAP Slurry Seal with 3% Latex, the
removal and disposal of existing AC
pavement and concrete pavement
surfaces, grind of existing AC pavement
with full depth AC pavement
replacement repair, grind of existing AC
pavement, ARHM overlay, as well as
localized replacements of concrete
Accessible Curb Ramps, as well as
localized fire hydrant valve markers,
manhole cover adjustments, valve cover
box adjustments, protection of manhole
covers, valve cover boxes, coordination
with utilities and all associated traffic
control and signage and striping within
the project limits, and other items of
work required to complete the scope of
work detailed in the plans and
specifications complete and in place.

OBTAINING CONTRACT
DOCUMENTS: Contract documents
for the above-referenced project may be
obtained at the City of Stanton - Public
Works Department, 7800 Katella
Avenue, Stanton CA, for a nonrefundable fee of $30 if picked up or $40 if mailed. No bid proposal will be
received unless it is made on the official
proposal forms furnished by the City, is
accompanied by an executed NonCollusion Affidavit and is accompanied by cash, a certified or cashier's check
payable to the City or a satisfactory
bidder's bond in favor of the City
executed by the bidder as principal and
a satisfactory surety company as surety,
in an amount not less than 10% of the
bid amount, as provided in Public
Contract Code section § 20170 et. seq.

Should the bidder to whom the contract
is awarded fail to enter into the subject
contract, such bid security shall be
forfeited pursuant to Public Contract
Code section 20172, except as otherwise
provided in Public Contract Code
section § 20174.

All work shall be completed within 60
working days following the date
specified in the written notice to
proceed from the City.

Pursuant to Section § 1770 et. seq. of
the Labor Code of the State of
California, the Director of the
Department of Industrial Relations has
determined the general prevailing rate
of wages applicable to the work to be
done. This rate and scale are on file
with the Director of Public Works and
copies will be made available to any
interested party on request. The
contractor to whom the contract is
awarded and the subcontractors under
him must pay not less than these rates to
all workers employed in the execution
of this contract.

At the time of the award of the
contract, the successful bidder shall
possess a valid contractor's license, and
shall comply with any applicable City
requirements concerning contractor
qualifications. Submission of a bid by
a bidder without a license subjects the
bidder to civil penalties pursuant to
Business & Professions Code section §
7028.15. The bidder must possess a
Class-A Contractor License in the State
of California. No contract will be
awarded to any bidder who is not a
properly licensed California contractor
as required by the California Business
and Professions Code.

As provided for in section 22300 of the
Public Contracts Code, the Contractor
may substitute securities for any
monies withheld by the City to ensure
performance under the Contract.

The Contractor shall not begin work
under the Agreement until it has given
the City evidence of comprehensive
public liability insurance and Workers'
Compensation Insurance coverage
together with additional Insured
Endorsements. The successful
Contractor shall also furnish 2 bonds
required by the State Contract Act.

Each of the said bonds shall be
executed in a sum equal to the contract
price. One of the said bonds shall
guarantee the faithful performance of
the said contract by the Contractor, and
the other said bond shall secure the
payment of claims for labor and
material.

The City reserves the right to reject any
or all bids or any parts thereof, and to
waive any irregularities or
informalities in any bid or in the
bidding, and to make awards in all or
part in the best interests of the City.

WITHDRAWAL OF BID: No
bidder may withdraw his bid for a
period of 60 days after the date set for
the opening of bids.

CITY OF STANTON
_____________________________
Director of Public Works, Date
4 INSTRUCTIONS TO BIDDERS
FORM OF BID PROPOSAL: Bid proposals
shall be made on the bid proposal forms found
herein. The bid proposal shall be enclosed in a
sealed envelope bearing the name of the bidder
and the name of the project as described in the
Notice Inviting Sealed Bids.

DELIVERY OF BID PROPOSALS: The bid
proposal shall be delivered by the time and to the
place stipulated in the Notice Inviting Sealed
Bids. It is the bidder's sole responsibility to see
that his bid proposal is received in proper time.

Any bid proposal received after the scheduled
closing time for receipt of bid proposals may be
returned to the bidder unopened unless an
extension has been granted by the City. Bidders
or their authorized agents are invited to be
present.

MODIFICATIONS AND ALTERNATIVE
PROPOSALS: Unauthorized conditions,
limitations or provisos attached to a bid proposal
will render it informal and may be cause for
rejection. The complete proposal forms shall be
without alterations or erasures, unless each such
correction is suitably authenticated by affixing in
the margin immediately opposite the correction
the surname or surnames of the person or
persons signing the bid. No oral, telegraphic or
telephonic proposals or modifications will be
considered.

WITHDRAWAL OF BID PROPOSAL: A bid
proposal may be withdrawn upon request by the
bidder without prejudice to himself prior to the
date and time fixed for opening of bids, provided
that the request is in writing, has been executed
by the bidder or his duly authorized
representative, and is filed with the Director
Public Works. No bid proposal may be
withdrawn for a period of 60 calendar days after
the date set for the opening of bid proposals.

BIDDER'S SECURITY: In accordance with
Public Contract Code section § 20170 et seq.,
each bid proposal shall be accompanied by cash,
a certified or cashier's check payable to the City
or a satisfactory bidder's bond in favor of the
City executed by the bidder as principal and a
satisfactory admitted surety insurer as surety, in
an amount not less than 10% of the amount
named in the bid. The cash, check or bidder's
bond shall be given as a guarantee that the bidder
shall execute the contract for the project if it is
awarded to bidder in conformity with the Plans,
the Specifications, and other Contract
Documents, and shall provide the evidence of
insurance and furnish the required bonds as
specified in the Plans, the Specifications and
other Contract Documents, within 15 calendar
days after written notice of the award. In case of
the successful bidder's refusal or failure to do so,
the cash, check or bond, as the case may be, shall
be forfeited to the City pursuant to Public
Contract Code section § 20172, except as
provided in Public Contract Code section §
20174. Under Section § 20174, if the lowest
responsible bidder fails or refuses to execute a
contract, the City may award it to the next lowest
responsible bidder; if it does so, the amount of
the lowest bidder's security shall be applied by
the City to the difference between the lowest and
next lowest bid, and the surplus, if any, shall be
returned to the lowest bidder. No bidder's bond
will be accepted unless it conforms substantially
to the form set forth as required.

QUANTITIES APPROXIMATE: Quantities
shown on the Bid Sheet, are an estimate included
in the Special Provisions, or elsewhere herein
shall be considered as approximate only, being
listed for the purpose of serving as a general
indication of the amount of work or materials to
be performed or furnished, and as a basis for the
comparison of bids. The City does not guarantee
nor agree, either expressly or by implication, that
the actual amounts required will correspond with
those shown, but reserves the right to increase or
decrease the amount of any item or portion of
work or material to be performed or furnished or
to omit any such item or portion, in accordance
with the Plans, the Specifications and other
Contract Documents, without in any way
invalidating the Contract, should such increase,
decrease or omission be deemed necessary or
expedient.

ADDENDA: The Director of Public Works
may, from time to time, issue addenda to the
Plans, the Specifications and/or other Contract
Documents during the period of advertising for
bids.

Parties having obtained from the City the bid
documents for the project shall be notified of and
furnished with copies of such addenda, either by
certified mail, fax transmittal, or personal
delivery, during the period of advertising at no
additional cost. Addenda will not be issued
until 72 hours prior to the bid opening.
5 DISCREPANCIES IN PROPOSALS: The
bidder shall set forth for each item of work, in
clearly legible figures, a unit or line item bid for
the item in the respective space provided for this
purpose.

In case of a discrepancy between the unit price
and the total set forth for the item, the unit price
shall prevail, provided, however, that if the
amount set forth as a unit price is ambiguous,
unintelligible or uncertain for any cause, or is
omitted, or if the unit price is the same amount
as the entry in the "Total" column, then the
amount set forth in the "Total" column for the
item shall prevail in accordance with the
following:
(1) As to lump sum items, the amount set
forth in the "Total" column shall be the unit
price.
(2) As to unit price items, the amount set
forth in the "Total" column shall be divided by
the estimated quantity for the item and the price
thus obtained shall be the unit price.

In case of discrepancy between words and
figures, the words shall prevail.

COMPETENCY OF BIDDERS: In selecting
the lowest responsible bidder, consideration will
be given not only to the financial standing, but
also to the general competency of the bidder for
the performance of the work covered by the
proposal. To this end each proposal shall be
supported by a statement of the bidder's
experience on the form entitled "Information
Required of Bidder" found herein. No
agreement for the work will be executed with a
contractor who is not licensed in accordance with
the laws of the State of California under
applicable provisions of the Business and
Professions Code, and with any applicable
specific licensing requirements required by this
project as specified in the Contract Documents.

The licensing requirements for contractors shall
also apply to subcontractors.

DISQUALIFICATION OF BIDDERS: No
person, firm, or corporation shall be allowed to
make, file or be interested in more than one bid
for the same work, unless alternate bids are
specifically called for. A person, firm or
corporation that has submitted a subproposal to a
bidder, or that has quoted prices of materials to a
bidder, is not hereby disqualified from
submitting a sub-proposal or quoting prices to
other bidders or making a prime proposal. If
there is a reason to believe that collusion exists
among the bidders, all bids will be rejected.

RETURN OF BID SECURITY: The
successful bidder's security shall be held until the
Contract is executed. Bidders' security shall be
returned to unsuccessful bidders within a
reasonable time but not in excess of 60 calendar
days after the successful bidder has signed the
Contract.

ALTERNATE BID SCHEDULES: At the
election of the governing board the alternate bid
schedule, or portions of the alternate bid
schedule, may be added to the base bid contract
upon award of the contract to the lowest
responsible bidder.

AWARD OF CONTRACT: The City reserves
the right to reject any or all bid proposals or any
parts thereof or to waive any irregularities or
informalities in any bid proposal or in the
bidding. The award of the Contract, if made,
will be to the lowest responsible bidder based on
the BASE BID SCHEDULE A. At the option of
the City, ALTERNATE BID SCHEDULE B will
be considered in lieu of BASE BID SCHEDULE
A based on available budget. Such award will be
within ninety calendar days after the opening of
the bid proposals, except that the award may be
made after said period if the successful bidder
has not given the City written notice of the
withdrawal of his bid.

LISTING SUBCONTRACTORS: Each bidder
shall submit a list of the proposed subcontractors
on this project, as required by the Subletting and
Subcontracting Fair Practices Act (Public
Contract Code section § 4100 et seq.) A form
for this purpose is found herein.

EXECUTION OF AGREEMENT: The bidder
to whom award of the work is made shall
execute a written contract with the City in the
form included in these contract documents and
shall secure all insurance and bonds as herein
provided within fourteen calendar days from the
date of mailing of written notice of the award.

Failure or refusal to enter into the agreement or
to conform to any of the stipulated requirements
shall be just cause for the annulment of the
award and forfeiture of the bidder's security. In
the event the bidder to whom an award is made
fails or refuses to execute the Agreement within
said time, the City may declare the bidder's
security forfeited, and it may award the work to
the next lowest responsible bidder, or may call
for new bids. Where the City awards the work to
6 the next lowest responsible bidder, pursuant to
Public Contract Code section § 20174, the
amount of the lowest bidder's security shall be
applied to the difference between the lowest and
next lowest bid and the surplus, if any, shall be
returned to the lowest bidder. If the second
lowest responsible bidder fails or refuses to
execute the contract, the City may award the
work to the third lowest responsible bidder
pursuant to section § 20174.

INSURANCE AND BONDS: The Contractor
shall not begin work under the Agreement until it
has given the City evidence of comprehensive
public liability insurance and Workers'
Compensation Insurance coverage together with
additional Insured Endorsements. The successful
Contractor shall also furnish two (2) bonds
required by the State Contract Act. Each of the
said bonds shall be executed in a sum equal to
the contract price. One of the said bonds shall
guarantee the faithful performance of the said
contract by the Contractor, and the other said
bond shall secure the payment of claims for labor
and material.

INTERPRETATION OF PLANS AND
DOCUMENTS: If any person contemplating
submitting a bid for the proposed Contract is in
doubt as to the true meaning of any part of the
drawings, Plans, Specifications or other Contract
Documents, or finds discrepancies in or
omissions from such documents, he may submit
to the Director of Public Works a written request
for an interpretation or correction. The person
submitting the request will be responsible for its
prompt delivery. The Contractor shall deliver all
requests a minimum of one week before the bid
opening. No requests will be accepted or
considered after that time. Any interpretation or
correction of the Contract Documents will be
made only by an Addendum duly issued, and a
copy of such Addendum will be mailed or
delivered to each person receiving a set of the
bid documents. No oral interpretation of any
provision in the Contract Documents shall be
binding.

OTHER REQUEST FOR INFORMATION:

Phone calls will not be accepted by the City
concerning the project 72 hours prior to the bid
opening.

SALES AND/OR USE TAXES: Except as
may be otherwise specifically provided herein,
all sales and/or use taxes assessed by federal,
state or local authorities on materials used or
furnished by the Contractor in performing the
work hereunder shall be paid by the Contractor.

CONTRACT DOCUMENTS: The Contract
Documents consist of the Notice Inviting Sealed
Bids, the Instructions to Bidders, the successful
contractor's bid proposal and bid sheet,
Contractor's Industrial Safety Record, NonCollusion Affidavit, List of Subcontractors, Bidder's Bond to Accompany Proposal,
Information Required of Bidder, Bid Security
Forms, any and all addenda to the contract
documents distributed prior to the bid opening
date, Insurance Requirements for the City,
Performance Bond, Payment (labor and material)
Bond, Worker's Compensation Certification and
Certificate of Insurance, Public Works Contract,
Warranty Bond (as applicable), Plans, details,
standard drawings, applicable permits, notices
and affidavits, the Specifications (including the
Standard Specifications and the General and
Special Provisions), Equal Employment
Opportunity Certification, Debarment and
Suspension Certification, Non-Lobbying
Certification, Disclosure of lobbying Activities,
Local Agency Bidder-DBE Information, Federal
Contract Provisions, Federal Wage Rates and
any and all applicable addenda or supplemental
agreements.

PLANS AND STANDARD DRAWINGS: The
location of the work, the general nature and
extent of the work and the forms and details of
the various features of the work are shown on the
Plans. When referenced in the Contract
Documents, Plans shall include the construction
plans and standard drawings.

FAIR EMPLOYMENT PRACTICES: The
Contractor shall complete and enclose with his
bid the compliance report attached to the
proposal, stating that the Contractor will pursue
an affirmative course of action as required by the
affirmative action guidelines.

As set forth in Labor Code section § 1735, no
discrimination shall be made in the employment
of persons upon public works projects because of
the race, religious creed, color, national origin,
ancestry, physical disability, mental disability,
medical condition, marital status, or sex of such
persons, except as provided in Government Code
section § 12940. Every contractor for public
works violating this provision is subject to all of
the penalties imposed for a violation of Labor
Code Div. 2, Part 7, Chapter 1.
7 DISADVANTAGED BUSINESS
ENTERPRISES (DBEs): Where a project is
funded in whole or in part with federal
Department of Transportation funds, City and
Contractor shall comply with all applicable
provisions of Title 49, Part 23, Code of Federal
Regulations ("Participation by Minority Business
Enterprise in Department of Transportation
Programs") and Chapter 2.5 (commencing with
Section 2050) of Part 1 of Division 2 of
California Public Contract Code ("Certification
of Minority and Women Business Enterprises").

PAYMENT
In accordance with Public Contract Code
Section 20104.50, payments will be made to
the Contractor in accordance with the
provisions of the specifications and on
itemized estimates duly certified and
approved by the City Engineer, submitted in
accordance therewith, based on labor and
materials incorporated into said work during
the preceding month by the Contractor.

Payment shall not be made more often than
once each thirty (30) days, nor shall the
amount be paid in excess of ninety five
percent (95%) of the contract at time of
completion. Final payment (retention) to be
made thirty-five (35) days subsequent to
filing of Notice of Completion.
8 DOCUMENTS TO BE EXECUTED AND SUBMITTED BY EACH BIDDER (BOOK I)
 Bid Proposal
 Bid Sheet
 Information Required of Bidder
 References
 Designation of Sureties
 Acknowledgment of Addenda
 Contractors' Industrial Safety Record
 Non-Collusion Affidavit
 List of Subcontractors
 Bid Bond
 Mandatory Pre-Bid Site Inspection Certification

DOCUMENTS TO BE EXECUTED AND SUBMITTED BY AWARDEE
(BOOK II)
 Performance Bond(s)
 Payment (Labor and Material) Bond
 Insurance Requirements for CITY OF STANTON
 Workers' Compensation Certification
 All Certificates of Insurance
 Public Works Contract
 Warranty Bond (as appropriate)
 Statement Acknowledging Penal and Civil Penalties Concerning Contractor’s License Laws
9 BID PROPOSAL
Bidders Name __________________________________
TO THE HONORABLE MAYOR AND CITY COUNCIL OF THE CITY OF STANTON:

The undersigned, as bidder, declares that: (1)-this proposal is made without collusion with any other person, firm or corporation, and that the only persons or parties interested as principals are those named herein as sworn in the attached Non-Collusion Affidavit; (2)-bidder has carefully examined the project Plans, Specifications, Instructions To Bidders, Proposal, Notice Inviting Sealed Bids and all other contract documents and information furnished therefore and the site of the proposed work; and (3)-bidder has investigated and is satisfied as to the conditions to be encountered, the character, quality and quantities of work to be performed and materials to be furnished.

Furthermore, bidder agrees that submission of this proposal shall be conclusive evidence that such examination and investigation have been made and agrees, in the event this contract be awarded to bidder, to enter into a contract with the City Council of the CITY OF STANTON, to perform said proposed work in accordance with the Plans, if any, and the terms of the Specifications, in the time and manner therein prescribed, and to furnish or provide all materials, labor, tools, equipment, apparatus and other means necessary so to do, except such thereof as may otherwise be furnished or provided under the terms of said Specifications, for the following stated unit prices or lump sum price as submitted on the Bid Sheet herein.

The bidder shall submit as part of this proposal a completed copy of the Contractor's Industrial Safety Record. This Safety Record must include all construction work undertaken in the State of California by the bidder and any partnership, joint venture or corporation that any principal of the bidder participated in as a principal or owner for the last five calendar years and the current calendar year prior to the date of bid submittal. Separate information shall be submitted for each such partnership, joint venture, or corporate or individual bidder. The bidder may attach any additional information or explanation of data which he would like to be taken into consideration in evaluating the safety record. An explanation of the circumstances surrounding any and all fatalities must be attached.

Accompanying this proposal is ___________ (Insert "cash", "a Cashier's Check", "a certified check", or "a Bidder's Bond in the form furnished by the City", as the case may be) in the amount of $___________, an amount equal to at least ten percent (10%) of the total aggregate bid price based on the quantities shown and the unit prices quoted. The undersigned bidder agrees that should bidder be awarded the Contract on the basis hereof and thereafter fail or refuse to enter into a Contract and provide the required evidence of insurance and bonds within fourteen (14) calendar days after written notice of the award, the cash, check or bond shall be forfeited to the city in accordance with Public Contract Code section -20172, except as otherwise provided in Public Contract Code section -20174. The undersigned agrees that in the event of such failure, the actual amount of damages to the City would be impractical and extremely difficult to determine.

In compliance with the Notice Inviting Sealed Bids, the undersigned hereby agrees to enter into a contract to furnish all labor, materials and supplies for this project in accordance with the Specifications, Plans other Contract Documents which are on file in the office of the City Engineer of the CITY OF STANTON, to the satisfaction and under the direction of the Director of Public Works, at the following prices:
10 BID SHEET
2021/22 CITYWIDE STREET REHABILITATION

PROJECT
BIDDERS NAME:

PRINT or Type

BID SCHEDULE A
2021/22 CITYWIDE STREET REHABILITATION PROJECT
#

DESCRIPTION QUANTITY UNIT UNIT PRICE ITEM COST
QTY (Numbers) (Numbers)
A-1 Project Mobilization, Demobilization, &
Cleanup (Not to Exceed 5% of
Construction Costs)
1 LS
$ $
A-2 Surveying & Monument Preservation 1 LS
$ $
A-3 Traffic Control & Noticing 1 LS
$ $
A-4 Adjust Sewer/Storm Drain Manhole
Frame & Cover to Grade
46 EA
$ $
A-5 Adjust Water Valve Can & Lid to Grade 54 EA
$ $
A-6 Sawcut & Excavate Roadway 1,536 CY
$ $
A-7 Construct 9" CMB 1,887 TON
$ $
A-8 Construct 7" AC Pavement (5.5” AC Base
Course, 1.5” Surface Course)
1,519 TON
$ $
A-9 1.5" Uniform Depth AC Cold Mill 571,184 SF
$ $
A-10 Weed Abate & Crack Seal 1 LS
$ $
A-11 Construct 1.5" ARHM Overlay 5,355 TON
$ $
A-12 Localized Pavement Removal &
Replacement (6" Sawcut & Remove ex.

AC Pavement/Base & install 6" AC Base
Paving Course)
12,242 SF
$ $
A-13 Localized Pavement Removal &
Replacement (7.5" Sawcut & Remove Ex.

AC Pavement/Base & Install 7.5” AC
Base Paving Course)
10,787 SF
$ $
11 BID SCHEDULE A
2021/22 CITYWIDE STREET REHABILITATION PROJECT
#

DESCRIPTION QUANTITY UNIT UNIT PRICE ITEM COST
QTY (Numbers) (Numbers)
A-14 Remove & Replace PCC Driveway.

Driveway Thickness, Curb Height &
Gutter Width to Match Existing.
866 SF
$ $
A-15 Remove Existing & Construct PCC Curb
& Gutter. Curb Height & Gutter Width to
Match Existing.
572 LF
$ $
A-16 Remove Existing & Construct New ADA
Compliant Curb Ramp
13 EA
$ $
A-17 Remove Existing & Construct ADA
Compliant PCC Sidewalk
4,261 SF
$ $
A-18 Grind Existing Sidewalk to Remove
Vertical Obstruction
10 LF
$ $
A-19 Adjust Gas Valve Can & Lid to Grade 3 EA
$ $
A-20 Adjust Survey Monument Well Frame &
Cover to Grade
1 EA
$ $
A-21 Apply Type II RAP Slurry Seal with 3%
Latex
164 ELT
$ $
A-22 Install Type E or Type E (Modified) Traffic
Loop
103 EA
$ $
A-23 Traffic Signing, Striping, Markings &
Legends
1 LS
$ $
12 BID SCHEDULE A
2021/22 CITYWIDE STREET REHABILITATION PROJECT
A-24 Install 8” Full Dept AC Paving 72 TON
$ $
A-25 City of Garden Grove Encroachment
Permit
1 EA
$ $
A-26 City of Anaheim Encroachment Permit 1 EA
$ $
A-27 CalTrans Encroachment Permit 1 EA
$ $
A-28 County of Orange, CA Encroachment
Permit
1 EA
$ $
Total Base Bid Schedule A in NUMBERS:

Total Base Bid Schedule A in Dollars
WORDS: and Cents
13 ALTERNATIVE BID SCHEDULE B
(FRAC in lieu of ARHM)
2021/22 CITYWIDE STREET REHABILITATION PROJECT
#

DESCRIPTION QUANTITY UNIT UNIT PRICE ITEM COST
QTY (Numbers) (Numbers)
B-1 Subtract Unit Price from Item A-11
(Construct 1.5” ARHM Overlay) from Bid
Schedule A. (Amount should match A-11,
except be a negative number.)
5,355 TON
($ ) ($ )
B-1 Construct 1.5” FRAC Overlay. 5,355 TON
$ $
NOTE. The City reserves the right to award a contract in parts or in its entirety or for various alternates and reserves the right to reject all bids and re-advertise, as appears to be in its best interests of the City. A bid is required for this entire work, the estimated quantities set forth in this Bid Sheet being solely for the purpose of comparing bids, and final compensation under the Contract will be based upon the actual quantities of work satisfactorily completed. The unit and/or lump sum prices bid shall include all appurtenant expenses, taxes, royalties, and fees. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. The City reserves the right to increase or decrease the amount of any quantity shown and to delete any item from the Contract.

Total Alt. Bid Schedule B in $ NUMBERS:

Total Alt. Bid Schedule B in Dollars
WORDS: and Cents
Total Base Bid Schedule A +
Alternate Bid Schedule B in
NUMBERS:

Total Base Bid Schedule A +
Alternate Bid Schedule B in Dollars
WORDS: and Cents
14 The undersigned bidder agrees that, if awarded the Contract, bidder will complete all work according to the contract documents.

The undersigned bidder is licensed in accordance with the requirements of the Business and Professions Code, California Contractor's License No.-____________, Class A (REQUIRED AT TIME OF AWARD).

Legal Business Name of Bidder
Business Address
Business Tel. No.

Signature Date Title
Signature Date Title
Signature Date Title
If bidder is an individual, name and signature of individual must be provided, and, if he is doing business under a fictitious name, the fictitious name must be set forth. If bidder is a partnership or joint venture, legal name of partnership/joint venture must be provided, followed by signatures of all of the partners/joint ventures or of fewer than all of the partners/joint ventures if submitted with evidence of authority to act on behalf of the partnership/joint venture. If bidder is a corporation, legal name of corporation must be provided, followed by signatures of the corporation President or Vice President and Secretary or Assistant Secretary, and the corporate seal. Signatures of partners, joint ventures, or corporation officers must be acknowledged before a Notary Public, who must certify that such partners, joint ventures, or officers are known to him or her to be such, and, in the case of a corporation, that such corporation executed the instrument pursuant to its bylaws or a resolution of its Board of Directors. 15 INFORMATION REQUIRED OF BIDDER
Bidder certifies under penalty of perjury under the laws of the State of California that the following information is true and correct:

Name of individual Contractor, Company or Corporation:

Business Address:_______________________________________________________________________ Telephone and Fax Number: ______________________________________________________________ California State Contractor’s License No. and Class: __________________________________________ (REQUIRED AT TIME OF AWARD)
Original Date Issued: Expiration Date:

List the name and title/position of the person(s) who inspected for your firm the site of the work proposed in these contract documents:
______________________________________________________________________________________ The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and company or corporate officers having a principal interest in this proposal:

Name Title Address Telephone
______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ Corporation organized under the laws of the State of ___________________________________________ The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows:
______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ 16 All current and prior D.B.A.’s, aliases, and fictitious business names for any principal having interest in this proposal are as follows:
______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ For all arbitrations, lawsuits, settlements or the like (in or out of court) you have been involved in with project owners (public agencies, private companies, etc…) in the past five years (Attach additional Sheets if necessary) provide:

Provide the names, addresses and telephone numbers of the parties; ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ Briefly summarize the parties’ claims and defenses;
______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ State the tribunal (i.e., Superior Court, American Arbitration Association, etc.) the matter number and outcome. ______________________________________________________________________________________ ______________________________________________________________________________________ Have you ever had a contract terminated by the owner/agency? If so, explain. ______________________________________________________________________________________ Have you ever failed to complete a project? If so, explain. ______________________________________________________________________________________ Have you ever been terminated for cause and then had it converted to a “termination of convenience”? If so, explain. ______________________________________________________________________________________ ______________________________________________________________________________________ For any projects you have been involved with in the last 5 years did you have any claims or actions:

Circle One

1. By you against the owner?
Yes / No

2. By the owner against you?
Yes / No

3. By any outside agency or individual for labor compliance (i.e. failure to pay prevailing wage, falsifying certified payrolls, etc..)

4. Yes / No

4. By Subcontractors (Stop Notices, etc.)
Yes / No
17 5. Are any claims or actions unresolved or outstanding? Yes / No If yes to any of the above, explain. (Attach additional sheets, if necessary) ______________________________________________________________________________________ ______________________________________________________________________________________ Failure of the bidder to provide ALL requested information in a complete and accurate manner may be considered non-responsive.

Subscribed and sworn to before me By
This_________day of __________ , 20_________ . (print name of Owner or President of Corporation/Company)
_________________________ ___________________________________ (Signature of Notary Republic) (Signature)
___________________________________
(Title)
(SEAL)
____________________________________
(Date)
(Signature of Secretary of Corporation)
18 REFERENCES
(Contractor must use this form!!! Please print or type).

Bidders Name __________________________________________________

FAILURE OF THE BIDDER TO PROVIDE ALL REQUIRED INFORMATION IN A COMPLETE AND ACCURATE MANNER MAY BE CONSIDERED NON-RESPONSIVE.

For all public agency projects you have worked on (or are currently working on) in the past 2 years in excess of $15,000, provide the following information:
1 Project Name/Number ___________________________________________________________________ Project Description ______________________________________________________________________ Approximate Construction Dates From to ____________________________________________________ Agency Name __________________________________________________________________________ Contact Person ____________________________________ Telephone ( ) _______________________ Original Contract Amount $___________________________ Final Contract Amount $ ______________ If final amount is different from original, please explain (change orders, extra work, etc.) ______________________________________________________________________________________ ______________________________________________________________________________________ Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims.
______________________________________________________________________________________ ______________________________________________________________________________________ 2 Project Name/Number ___________________________________________________________________ Project Description ______________________________________________________________________ Approximate Construction Dates From________________ to _________________ Agency Name __________________________________________________________________________ Contact Person ________________________________ Telephone ( ) ___________________________ Original Contract Amount $____________________ Final Contract Amount $ _____________________ 19 If final amount is different from original, please explain (change orders, extra work, etc.) ______________________________________________________________________________________ ______________________________________________________________________________________ Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims.
______________________________________________________________________________________ ______________________________________________________________________________________ 3 Project Name/Number ___________________________________________________________________ Project Description ______________________________________________________________________ Approximate Construction Dates From______________ to _________________ Agency Name __________________________________________________________________________ Contact Person _____________________________________ Telephone ( ) _____________________ Original Contract Amount $____________________ Final Contract Amount $______________________ If final amount is different from original, please explain (change orders, extra work, etc.) ______________________________________________________________________________________ ______________________________________________________________________________________ Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims.
______________________________________________________________________________________ ______________________________________________________________________________________ 4 Project Name/Number ___________________________________________________________________ Project Description ______________________________________________________________________ Approximate Construction Dates From _______________ to _______________ Agency Name __________________________________________________________________________ Contact Person ______________________________ Telephone ( ) ____________________________ Original Contract Amount $______________________Final Contract Amount $ _____________________ 20 If final amount is different from original, please explain (change orders, extra work, etc.) ______________________________________________________________________________________ ______________________________________________________________________________________ Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims.
______________________________________________________________________________________ ______________________________________________________________________________________ 5 Project Name/Number ___________________________________________________________________ Project Description ______________________________________________________________________ Approximate Construction Dates From ____________ to ______________ Agency Name __________________________________________________________________________ Contact Person ________________________________Telephone ( )____________________________ Original Contract Amount $__________________ Final Contract Amount $ ________________________ If final amount is different from original, please explain (change orders, extra work, etc.) ______________________________________________________________________________________ ______________________________________________________________________________________ Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims.
______________________________________________________________________________________ ______________________________________________________________________________________ 6 Project Name/Number ___________________________________________________________________ Project Description ______________________________________________________________________ Approximate Construction Dates From _______________ to ________________ Agency Name __________________________________________________________________________ Contact Person _______________________________Telephone ( ) ____________________________ Original Contract Amount $________________________Final Contract Amount $ _________________ 21 If final amount is different from original, please explain (change orders, extra work, etc.) ______________________________________________________________________________________ ______________________________________________________________________________________ Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims.
______________________________________________________________________________________ ______________________________________________________________________________________ Attach additional sheets if necessary.

Upon request, the Contractor may be required to attach a financial statement and other information sufficiently comprehensive to permit an appraisal of the Contractor’s current financial conditions.

Attach to this Bid the experience resume of the person who will be designated as General Construction Superintendent or on-site Construction Manager for the Contractor.
22 DESIGNATION OF SURETIES
Bidders name________________________________________
Provide the names, addresses, and phone numbers for all brokers and sureties from whom Bidder intends to procure insurance and bonds (list by insurance/bond type):
______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ 23 ACKNOWLEDGEMENT OF ADDENDA
Bidders name _____________________________________
The bidder shall signify receipt of all Addenda here, if any:

Addendum No. Date Received Signature
24 CONTRACTOR'S INDUSTRIAL SAFETY RECORD
Bidders Name _______________________________________
Record Last Five (5) Full Years
Current Year of Record
Current
Year of
Record
2021 2020 2019 2018 2017 Total Year
No. of contracts
Total dollar
Amount of
Contracts (in
Thousands of $)
No. of fatalities
No. of lost
Workday
Cases
No. of lost
workday cases
involving
permanent
transfer to
another job or
termination of
employment
The information required for these items is the same as required for columns 3 to 6, Code 10, Occupational Injuries, Summary--Occupational Injuries and Illnesses, OSHA No. 102.

Legal Business Name of Bidder
Business Address:

Business Tel. No.:

State Contractor's License No. and Classification:

Title
The above information was compiled from the records that are available to me at this time and I declare under penalty of perjury that the information is true and accurate within the limitations of those records. 25 Signature of bidder
Date
Title
Signature of bidder
Date
Title
Signature of bidder
Date
Title
Signature of bidder
Date
Title
If bidder is an individual, name and signature of individual must be provided, and, if he is doing business under a fictitious name, the fictitious name must be set forth. If bidder is a partnership or joint venture, legal name of partnership/joint venture must be provided, followed by signatures of all of the partners/joint ventures or of fewer than all of the partners/joint ventures if submitted with evidence of authority to act on behalf of the partnership/joint venture. If bidder is a corporation, legal name of corporation must be provided, followed by notarized signatures of the corporation President or Vice President or President and Secretary or Assistant Secretary, and the corporate seal. Signatures of partners, join ventures, or corporation officers must be acknowledged before a Notary Public, who must certify that such partners/joint ventures, or officers are known to him or her to be such, and, in the case of a corporation, that such corporation executed the instrument pursuant to its bylaws or a resolution of its Board of Directors. 26 NON-COLLUSION AFFIDAVIT
( TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID )
State of California )SS.
)
County of ________________
)
_____________________ , being first duly sworn, deposes and says that he or she is _____________________ of___________________ , the party making the foregoing bid, in accordance with Public Contracts Code Section 7106, declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

Project Name:

Legal Business Name of Bidder
Business Address
Business Tel. No.

Signature of bidder

Title
Date:

Signature of bidder

Title

Date:

Subscribed and Sworn to before me on
(Notary Seal) Signature ___________________________
Notary Public
27 LIST OF SUBCONTRACTORS

TO ACCOMPANY PROPOSAL
In compliance with the provisions of Public Contract Code Section-4104, the undersigned bidder submitting this bid proposal sets forth the name, place of business and the portion of the work to be performed by: (1)-each subcontractor who will perform work or labor or render service to the bidder (as general contractor) in or about the construction of the work or improvement; and (2)-each subcontractor licensed by the State of California who, under subcontract to the bidder, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of one percent of the bidder's total bid or, in the case of bids or offers for the construction of streets, highways or bridges, in excess of one-half of one percent of the bidder's total bid.

Subcontractor’s Name,
Address, Telephone #
Bid Item
Number
Percent
Of Total
Bid
Description of Work Percent of
Total Bid
28 Bond No. _________________________________________Bond Premium___________

BID BOND

TO ACCOMPANY PROPOSAL
KNOW ALL PERSONS BY THESE PRESENTS that:

WHEREAS the City of Stanton, has issued an invitation for bids for the work described as follows:
______________________________________________________________________________________ ______________________________________________________________________________________ WHEREAS____________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ (Name and address of Bidder)
(“Principal”), desires to submit a bid to Public Agency for the work.

WHEREAS, bidders are required under the provisions of the California Public Contract Code to furnish a form of bidder's security with their bid.

NOW, THEREFORE, we, the undersigned Principal, and _______________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ (Name and address of Surety)
(“Surety”) a duly admitted surety insurer under the laws of the State of California, as Surety, are held and firmly bound unto the Public Agency in the penal sum of _______________________________________ ______________________________________________________________________________________ Dollars ($ _________________________________________ ), being not less than ten percent (10%) of the total bid price, in lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal is awarded a contract for the work by the Public Agency and, within the time and in the manner required by the bidding specifications, enters into the written form of contract included with bidding specifications, furnishes the required bonds, one to guarantee faithful performance and the other to guarantee payment for labor and materials, and furnishes the required insurance coverage, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect. .

In case suit is brought upon this bond, Surety further agrees to pay all court costs incurred by the Public Agency in the suit and reasonable attorneys' fees in an amount fixed by the court. Surety hereby waives the provisions of California Civil Code § 2845.
29 IN WITNESS WHEREOF, this instrument has been duly executed by Principal and Surety, on the date set forth below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body.

Dated: ______________________
“Principal” Surety”
________________________________ _________________________________ ________________________________ _________________________________ By: ________________________________ By: _________________________________ Its Its
By: ________________________________ By: _________________________________ Its Its
(Seal) (Seal)
Note: This bond must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached.
30 PREBID SITE INSPECTION CERTIFICATION
The bidder hereby certifies that he/she and his/her subcontractors have inspected the site and related specifications of work and fully acquainted themselves with all conditions and matters which might in any way affect the work, time of completion or the cost thereof, including, but not limited to scheduling and disclosed outside Contracts involving this work.

The bidder also certifies he/she has observed the designated Contractor work areas and access routes, if disclosed or shown, as part of work in this Contract.

BIDDER:
___________________________________________
___________________________________________
Date: ______________________________________
Persons who inspected site of the proposed work for your firm:

Name_______________________________ Date of Inspection_________________________ Title ________________________________
Name _______________________________ Date of Inspection_________________________ Title________________
1 BOOK II OF III

CONTRACT DOCUMENTS
DOCUMENTS TO SUBMIT UPON AWARD:
 PUBLIC WORKS CONTRACT
 PERFORMANCE BOND
 PAYMENT BOND
 INDEMNIFICATION AND HOLD

HARMLESS
 LABOR LAW REQUIREMENTS
 ACKNOWLEDGEMENT OF

LICENSE LAW
 WORKMEN’S COMPENSATION

CERTIFICATE
 INSURANCE REQUIREMENTS (3)
FOR:
2021/22 CITYWIDE STREET REHABILITATION

PROJECT
These Contract Documents are the exclusive property of the Agency and shall not be used in any manner without prior consent of the Agency. Any reuse of these plans and specifications by Others shall be at Other’s sole risk and without liability to the Agency.

CITY OF STANTON – 7800 KATELLA AVENUE -STANTON, CA 90680-3162.

Phone (714) 379-9222

CONTRACTOR TO PRINT COMPANY
NAME:
2 TABLE OF CONTENTS
CONTRACT DOCUMENTS ............................................................................................. 1 DOCUMENTS TO SUBMIT UPON AWARD: ................................................................ 1 PUBLIC WORKS CONTRACT ........................................................................................ 3 PERFORMANCE BOND................................................................................................... 9 PAYMENT BOND........................................................................................................... 12

AGREEMENT TO COMPLY WITHCALIFORNIA LABOR LAW
REQUIREMENTS............................................................................................................ 15

STATEMENT ACKNOWLEDGING PENAL AND CIVIL PENALTIES
CONCERNING THE CONTRACTORS' LICENSING LAWS...................................... 16 INSURANCE REQUIREMENTS.................................................................................... 18 WORKER'S COMPENSATION CERTIFICATE OF INSURANCE ............................. 19

ADDITIONAL INSURED ENDORSEMENT COMPREHENSIVE GENERAL
LIABILITY....................................................................................................................... 20 ADDITIONAL INSURED ENDORSEMENT AUTOMOBILE LIABILITY ................ 22 ADDITIONAL INSURED ENDORSEMENT EXCESS LIABILITY............................ 24 PREVAILING WAGES ................................................................................................... 26 LEGAL RELATIONS AND RESPONSIBILITY............................................................ 27 WAGE RATES AND LABOR CODE REQUIREMENTS............................................. 29 CITY BUSINESS LICENSE FORMS AND VENDOR DATA SHEET ........................ 30 3 CITY OF STANTON

STANDARD CONTRACT
2021/22 CITYWIDE STREET REHABILITATION PROJECT
I.

This Contract is made and entered into on the ______ Day of ________________, 20____ by and between the City of Stanton, a California General law Municipal Corporation ("City") and __________________________________________ (“Contractor”). City and Contractor, based upon their mutual promises contained herein and for other good and valuable consideration the receipt and sufficiency of which is hereby acknowledged, do hereby agree as follows:

The complete Contract includes all of the Contract Documents, to wit:

A. Advertisement for Bids
B. Information for Bidders
C. Bid, dated
D. Bid Bond
E. Payment Bond
F. Contract Performance Bond
G. Certificates of Insurance, Certified Copies of Insurance Policies, and Endorsements H. Notice of Award
I. Notice to Proceed
J. Change Order
K. Specifications entitled "Contract Documents and Specifications for the Construction of the “2021/22 Citywide Street Rehabilitation Project" including the following sections:

1. General Conditions

2. Special Conditions

3. Detailed Technical Provisions

4. Site Specific Provisions
L. Drawings entitled FY 2021/22 Citywide Street Rehabilitation Project M. Addenda Nos. ____
N. Certified Copy of the record of action of the City Council of City of Stanton, Stanton, California.

O. Public Improvement Warranty
4 P. Latest Edition, Standard Specifications for Public Works Construction.

Q. Latest Edition, CALTRANS Standard Specifications and Standard Drawings.

Each of such documents in their entirety are incorporated herein by this reference as if set forth in full.

II. BID AMOUNTS
The Contractor agrees to perform the work set forth and particularly described in the aforementioned documents, incorporated herein by reference, in consideration of the amount of the BASE BID, to wit: $ _________________
III. BONDS
Contractor shall furnish a Labor and Material Bond in an amount equal to one-hundred percent (100%) of the Contract Price, and a Faithful Performance Bond in an amount equal to one-hundred percent (100%) of the Contract Price, said bonds to be secured from a surety company admitted and authorized to do business in California as such.

IV. INDEMNITY
Contractor and City agree that City, its employees, agents and officials should, to the extent permitted by law, be fully protected from any loss, injury, damage, claim, lawsuit, cost, expense, attorneys fees, litigation costs, defense costs, court costs, or any other cost arising out of or in any way related to the performance of this agreement. Accordingly, the provisions of this indemnity provision are intended by the parties to be interpreted and construed to provide the fullest protection possible under the law to the City.

Contractor acknowledges that City would not enter into this agreement in the absence of the commitment of Contractor to indemnify and protect City as set forth here.

To the full extent permitted by law, Contractor shall defend, indemnify and hold harmless City, its employees, agents, and officials, from any liability, claims, suits, actions, arbitration proceedings, administrative proceedings, regulatory proceedings, losses, expenses, or costs of any kind, whether actual, alleged or threaten, actual attorney fees incurred by City, court costs, interest, defense costs including expert witness fees and any other costs or expenses of any kind whatsoever without restriction or limitation incurred in relation to, as a consequence of or arising out of or in any way attributable actually or impliedly, in whole or in part to the performance of this agreement. All obligations under this provision are to be paid by Contractor as they are incurred by the City.

Without affecting the rights of City under any provision of this agreement or this section, Contractor shall not be required to indemnify and hold harmless City as set forth above 5 for liability attributable to the sole fault of City, provided such sole fault is determined by agreement between the parties or the findings of a court of competent jurisdiction. This exception will apply only in instances where the City is shown to have been solely at fault and not in instances where Contractor is solely or partially at fault or in instances where City's fault accounts for only a percentage of the liability involved. In those instances, the obligation of Contractor will be all-inclusive and City will be indemnified for all liability incurred, even though a percentage of the liability is attributable to conduct of the City.

Contractor acknowledges that its obligation pursuant to this section extends to liability attributable to City, if that liability is less than the sole fault of City.

Contractor has no obligation under this agreement for liability proven in a court of competent jurisdiction or by written agreement between the parties to be the sole fault of City.

The obligations of Contractor under this or any other provision of this agreement will not be limited by the provisions of any workers compensation act or similar act. Contractor expressly waives its statutory immunity under such statues or laws as to City, its employees and officials.

Contractor agrees to obtain executed indemnity agreements with provisions identical to those set forth here in this section from each and every subcontractor, subtier contractor or any other person or entity involved by, for, with or on behalf of Contractor in the performance or subject matter of this agreement. In the event Contractor fails to obtain such indemnity obligations from others as required here, Contractor agrees to be fully responsible according to the terms of this section.

Failure of City to monitor compliance with these requirements imposes no additional obligations on City and will in no way act as a waiver of any rights hereunder. This obligation to indemnify and defend City as set forth herein is binding on the successors, assigns, or heirs of Contractor and shall survive the termination of this agreement or this section.

V. INSURANCE
The Contractor shall secure and maintain throughout the term of the Contract the following types of insurance with limits as shown:

Workers Compensation - A program of Workers Compensation Insurance or a State-approved self Insurance Program in an amount and form to meet all applicable requirements of the Labor Code of the State of California, including Employers Liability with One-Million Dollars ($1,000,000.00) limits, covering all persons providing services on behalf of the Contractor and all risks to such persons under this Contract.

General Liability - Such general liability insurance shall be written with a limit of liability of not less than Two-Million Dollars ($2,000,000.00) combined single limits for damages arising out of bodily-injury, including sickness and death, injury to or 6 destruction of property of others, arising directly or indirectly out of or in connection with the performance of the Work under the Contract Documents including explosion, collapse, and underground exposure.

Vehicle Liability - Such vehicle liability insurance shall be written with a limit of liability of not less than One-Million Dollars ($1,000,000.00) combined single limits for all bodily injury, including sickness and death or injury to or destruction of property of others, arising directly or indirectly out of or in connection with the performance of the Work under the Contract Documents including explosion, collapse, and underground exposure.

If the City determines to require the Contractor to procure such insurance, such insurance shall cover as insureds under all policies excepting workers compensation the City, its officers, employees, and agents. The policy or policies for such insurance may provide for a deductible amount not to exceed five percent (5%) of the Contract Price. As provided in Section 7105 of the California Public Contract Code, the Contractor is responsible for the cost of repairing or restoring work up to five percent (5%) of the contract amount.

All insurers shall be admitted and authorized to do business in California as insurance carriers.

Contractor shall immediately furnish certificates of insurance and the Contractor shall provide certified copies of all policies and endorsements to the City evidencing the insurance coverage above required prior to the commencement of performance of services hereunder, which certificates shall provide that such insurance shall not be terminated or expire without thirty (30) days written notice to the City, and shall maintain such insurance from the time Contractor commences performances of services hereunder until the completion of such services. Within thirty (30) days of award of the contract, Contractor shall provide City with certified copies of all insurance policies required hereunder.

All policies, with respect to the insurance coverage above required, except for the Workers' Compensation Insurance coverage and liability coverage, if applicable, shall obtain additional endorsements covering the City and its officers, employees, and agents, as insureds with respect to liabilities arising out of the performance of services hereunder.

The Contractor shall require the carriers of the above required coverage’s to waive all rights of subrogation against the City, its officers, employees, contractors, agents, and subcontractors.

All policies required above are to be primary and noncontributing with any insurance or self-insurance programs carried or administered by the City. 7 VI. CONTRACT PRICE
The City agrees to pay, and the Contractor agrees to accept in full payment for the work outlined, in the Contract Documents, the sum of ($ ) subject to additions and deductions, if any, in accordance with said documents. Payment shall not be made more often than once each thirty (30) days, nor shall amount paid be in excess of ninety percent (90%) of the Contract at time of completion. Final payment to be made thirty-five (35) days subsequent to filing of Notice of Completion. Contractor may, upon Contractor's written request, and approved by the City Council, at Contractor's expense, deposit eligible substitute securities, as described in Government Code Section 16430, and as authorized by Public Contract Code, Section 22300, in lieu of retention monies withheld to insure performance.

VII. COMMENCEMENT AND COMPLETION OF WORK
The Contractor shall commence the work required by this Contract within ten (10) days of the date specified in the Notice to Proceed and shall complete the Work within Sixty (60) working days. City and Contractor have discussed the provisions of Government Code Section 53069.85 and the damages which may be incurred by City if the Work is not completed within the time specified in this Contract. The City and Contractor hereby represent that at the time of signing this Contract, it is impracticable and extremely difficult to fix the actual damage which will be incurred by City if the Work is not completed within the number of calendar days allowed. Accordingly, City and Contractor agree that the sum of One Thousand Dollars ($1,000.00) per day is a reasonable sum to assess as damages to City by reason of the failure of Contractor to complete the Work within the time specified.

VIII. MISCELLANEOUS
The Contractor acknowledges that, in accordance with Section 1777.5 of the State Labor Code, he/she will be held responsible for compliance with the provisions of this Section for all apprenticeable occupations.

The Contractor hereby waives for himself/herself and for Contractor's Subcontractors any right Contractor may now or in the future possess in relation to this Contract and these Contract Documents and the work thereunder, to utilize the provisions of Civil Code Section 47(b) in any action, proceeding, or prosecution pursuant to California False Claims Act, Government Code Section 12650 et seq.

IX.

Contractor acknowledges and agrees that Contractor must have all appropriate contractor's licenses. Contractor further warrants and represents that he/she/they has/have the appropriate contractor's license to perform the work hereunder. Contractor's 8 failure to have or maintain all appropriate licenses during the entire term of this contract, or any period thereof, shall be cause for the immediate and summary termination of this Contract by City. Contractor shall be liable for all City's costs to complete the work and this Contract.

X.

The person or persons executing this Contract on behalf of Contractor warrants and represents he/she/they has/have the authority to execute this Contract on behalf of his/her/their corporation, partnership, or business entity and warrant and represents that he/she/they has/have the authority to bind Contractor to the performance of its obligations hereunder.

XI.

This Contract contains the completely final, entire, and exclusive agreement between the parties with respect to the subject matter hereof, and no waiver, alteration, or modification of any of the provisions hereof or rights to act hereunder shall be binding unless in writing. Any attempted modification, amendment, or alteration in violation hereof shall be void.

IN WITNESS WHEREOF, each of the parties hereto has caused the Contract to be executed in its name on its behalf by a duly authorized officer as of this day and year first above written.

Bond No. _________________________________________Bond Premium___________

CITY OF STANTON
By:
(Signature)
[CITY MANAGER]
ATTEST:

By:
[CITY CLERK]
APPROVED AS TO FORM:

By:
[CITY ATTORNEY]
[NAME OF CONTRACTOR]
By:
(Signature)

(Typed/Printed Name)

(Title)
By
(Signature)

(Typed/Printed Name)

(Title)
[NOTARY REQUIRED]
9 PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS that:

THAT WHEREAS, the (sometimes referred to
hereinafter as "Obliges") has awarded to (hereinafter
designated as the "Contractor"), a Contract for the work described as follows:

The work to be constructed hereunder is located in the City of Stanton. The general items of work to be done shall consist of the sawcut and removal of existing AC pavement with full depth AC pavement replacement repair, weed abate and crack seal of existing pavement, application of Type II RAP Slurry Seal with 3% Latex, the removal and disposal of existing AC pavement and concrete pavement surfaces, grind of existing AC pavement with full depth AC pavement replacement repair, grind of existing AC pavement, ARHM overlay, as well as localized replacements of concrete Accessible Curb Ramps, as well as localized fire hydrant valve markers, manhole cover adjustments, valve cover box adjustments, protection of manhole covers, valve cover boxes, coordination with utilities and all associated traffic control and signage and striping within the project limits, and other items of work required to complete the scope of work detailed in the plans and specifications complete and in place.

WHEREAS, the work to be performed by the Contractor is more particularly set forth in that certain contract for the said Public Work dated (hereinafter referred to as the "Public Work Contract"), which Public Work Contract is incorporated herein by this reference; and
WHEREAS, the Contractor is required by said Public Work Contract to perform the terms thereof and to provide a bond both for the performance and guaranty thereof.

NOW, THEREFORE, we, , the undersigned Contractor, as
Principal, and , a corporation organized and existing under the laws of the State of , and duly authorized to transact business under the laws of the State of California, as Surety, are held and firmly bound unto the City of Stanton in the sum of Dollars ($ ) said
sum being not less than one-hundred percent (100%) of the total amount payable by the said obligee under the terms of the said Public Work's Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors, and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the said Principal, his/her or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions, and agreements in the said Public Work Contract and any alteration thereof made as therein provided, on his/her or its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill the one-year guarantee of all materials and workmanship; and indemnify and save harmless the Obligee, its officers and agents, as stipulated in said Public Work Contract, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect. In case suit is brought upon this bond, the said Surety will pay to Obligee a reasonable attorneys fee to be fixed by the Court. 10 The said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the Public Work Contract or to the work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligations on this bond and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the Contract or to the work or to the Specifications.

No final settlement between the Obligee and the Contractor shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.

IN WITNESS WHEREOF, we have hereunto set our hands and seals this day _______ of ______________________ 20 _____ .

PRINCIPAL:

By:

SURETY:

By:

Attorney-in-Fact
The rate of premium on this bond is $ per thousand.

The total amount of premium charged, $ . (The above must be filled in by corporate surety.)
IMPORTANT: Surety companies executing Bonds must possess a certificate of authority from the California Insurance Commissioner authorizing them to write surety insurance defined in Section 105 of the California Insurance Code, and if the work or project is financed, in whole or in part, with federal grant or loan funds, must also appear on the Treasury Departments most current list (Circular 570 as amended). THIS IS A REQUIRED FORM. 11 STATE OF CALIFORNIA )
) ss.

COUNTY OF ______ )
On this day of , in the year 20 , before me,
, a Notary Public in and for said State, personally appeared , known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument as the Attorney-in-Fact of the (Surety) and acknowledged to me that he/she subscribed the name of the (Surety) thereto and his/her own name as Attorney-in-Fact.

Notary Public in and for said State
(SEAL)
Commission expires:

NOTE: A copy of the power of attorney to local representatives of the bonding company must be attached hereto.

CERTIFICATE AS TO CORPORATE PRINCIPAL
I, , certify that I am the secretary of the corporation named as Principal to the within bond; that who signed the said bond on behalf of the principal was then of said corporation; that I know his/her signature, and his/her signature thereto is genuine; and that said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing bond.

Signature
(CORPORATE SEAL)
12 Bond No. _________________________________________Bond Premium___________

PAYMENT BOND
(LABOR AND MATERIALS)
KNOW ALL PERSONS BY THESE PRESENTS that:

THAT WHEREAS, the City of Stanton (referred to hereinafter as "Obligee") has awarded to (hereinafter designated as the "Contractor"), a contract dated , for work described as follows:

The work to be constructed hereunder is located in the City of Stanton. The work to be done consists of furnishing all materials, equipment, tools, labor, and incidentals as required by the Plans, Specifications and Contract Documents for the above stated project. The general items of work to be done shall consist of the sawcut and removal of existing AC pavement with full depth AC pavement replacement repair, weed abate and crack seal of existing pavement, application of Type II RAP Slurry Seal with 3% Latex, the removal and disposal of existing AC pavement and concrete pavement surfaces, grind of existing AC pavement with full depth AC pavement replacement repair, grind of existing AC pavement, ARHM overlay, as well as localized replacements of concrete Accessible Curb Ramps, as well as localized fire hydrant valve markers, manhole cover adjustments, valve cover box adjustments, protection of manhole covers, valve cover boxes, coordination with utilities and all associated traffic control and signage and striping within the project limits, and other items of work required to complete the scope of work detailed in the plans and specifications complete and in place.

WHEREAS said Contractor is required to furnish a bond in connection with said Public Works Contract, and pursuant to Section 3247 of the California Civil Code; NOW, THEREFORE, we, , the undersigned Contractor, as Principal and, a corporation organized and existing under the laws of the State of , and duly authorized to transact business under the laws of the State of California, as Surety, are held and firmly bound unto the to any and all persons, companies or corporations entitled to file stop notices under Section 3181 of the California Civil Code in the sum of Dollars ($ ), said sum
being not less than one-hundred percent (100%) of the total amount payable by the said Obligee under the terms of the said Public Work Contract, for which payment well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that, if said Contractor, his/her or its heirs, executors, administrators, successors or assigns, or Subcontractors, shall fail to pay for any materials, provisions, provender or other supplies or teams, implements or machinery used in, upon, for or about the performance of the Public Work contracted to be done, or for any work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Code with respect to such work or labor, or for any amounts required to be deducted, withheld, and paid over to the Franchise Tax Board from the wages of employees of said Contractor and his/her Subcontractors pursuant to Section 18806 of the Revenue and Taxation Code with respect to such 13 work and labor as required by the provisions of Section 3247 through 3252 of the Civil Code, the Surety or Sureties hereon will pay for the same in an amount not exceeding the sum specified in this bond, otherwise the above obligation shall be void. In case suit is brought upon this bond, the said Surety or Sureties will pay a reasonable attorneys fee to be fixed by the Court. In addition to the provisions hereinabove, it is agreed that this bond will inure to the benefit of any and all persons, companies and corporations entitled to serve stop notices under Section 3181 of the Code, so as to give a right of action to them or their assigns any suit brought upon this bond.

The Surety, for value received hereby stipulates and agrees that no change, extension of time, alteration or additions to the terms of the said Public Work Contract or to the work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the Contract or to the work or to the Specifications.

No final settlement between the Obligee and the Contractor hereunder shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.

IN WITNESS WHEREOF, we have hereunto set our hands and seals this day of , 20 __ .

PRINCIPAL:

By:

SURETY:

By:

Attorney-in-Fact
IMPORTANT: Surety companies executing Bonds must possess a certificate of authority from the California Insurance Commissioner authorizing them to write surety insurance defined in Section 105 of the California Insurance Code, and if the work or project is financed, in whole or n part, with federal grant or loan funds, must also appear on the Treasury Department's most current list (Circular 570 as amended). THIS IS A REQUIRED FORM. 14 STATE OF CALIFORNIA )
) ss.

COUNTY OF _____ )
On this day of , in the year 20 , before me,
, a Notary Public in and for said State, personally appeared , known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument as the Attorney-in-Fact of the (Surety) and acknowledged to me that he/she subscribed the name of the (Surety) thereto and his/her own name as Attorney-in-Fact.

Notary Public in and for said State
(SEAL)
Commission expires:

NOTE: A copy of the power of attorney to local representatives of the bonding company must be attached hereto.

CERTIFICATE AS TO CORPORATE PRINCIPAL
I, , certify that I am the secretary of the corporation named as Principal to the within bond; that who signed the said bond on behalf of the principal was then of said corporation; that I know his/her signature, and his/her signature thereto is genuine; and that said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing bond.

Signature
(CORPORATE SEAL)
15 AGREEMENT TO COMPLY WITH CALIFORNIA LABOR LAW

REQUIREMENTS
[Labor Code §§ 1720, 1773.8, 1775, 1776, 1777.5, 1813, 1860, 1861, 3700] The undersigned Contractor certifies that it is aware of and hereby agrees to fully comply with the Following provisions of California law:

1. Contractor acknowledges that this contract is subject to the provisions of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works and the awarding public agency (“Agency”) and agrees to be bound by all the provisions thereof as though set forth in full herein.

2. Contractor agrees to comply with the provisions of California Labor Code Section 1773.8 which requires the payment of travel and subsistence payments to each worker needed to execute the work to the extent required by law.

3. Contractor agrees to comply with the provisions of California Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The Contractor shall, as a penalty to the Agency, forfeit not more than fifty dollars ($50) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director of Industrial Relations for the work or craft in which the worker is employed for any public work done under the contract by Contractor or by any subcontractor.

4. Contractor agrees to comply with the provisions of California Labor Code Section 1776 which require Contractor and each subcontractor to (1) keep accurate payroll records, (2) certify and make such payroll records available for inspection as provided by Section 1776, and (3) inform the Agency of the location of the records. The Contractor is responsible for compliance with Section 1776 by itself and all of its subcontractors.

5. Contractor agrees to comply with the provisions of California Labor Code Section 1777.5 concerning the employment of apprentices on public works projects, and further agrees that Contractor is responsible for compliance with Section 1777.5 by itself and all of its subcontractors.

6. Contractor agrees to comply with the provisions of California Labor Code Section 1813 concerning penalties for workers who work excess hours. The Contractor shall, as a penalty to the Agency, forfeit twenty-five dollars ($25) for each worker employed in the execution of the contract by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the California Labor Code.

7. California Labor Code Sections 1860 and 3700 provide that every contractor will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, Contractor hereby certifies as follows:
“I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.”
Date ___________________ Signature _______________________________________ 16 STATEMENT ACKNOWLEDGING PENAL AND CIVIL PENALTIES

CONCERNING THE CONTRACTORS' LICENSING LAWS
[Business & Professions Code § 7028.15]
[Public Contract Code § 20103.5]
I, the undersigned, certify that I am aware of the following provisions of California law and that I, or the entity on whose behalf this certification is given, hold a currently valid California contractor's license as set forth below (required at time of award) :

Business & Professions Code § 7028.15:
(a) It is a misdemeanor for any person to submit a bid to a public agency in order to engage in the business or act in the capacity of a contractor within this state without having a license therefor, except in any of the following cases:
(1) The person is particularly exempted from this chapter. (2) The bid is submitted on a state project governed by Section 10164 of the Public Contract Code or on any local agency project governed by Section 20104 [now § 20103.5] of the Public Contract Code.
(b) If a person has been previously convicted of the offense described in this section, the court shall impose a fine of 20 percent of the price of the contract under which the unlicensed person performed contracting work, or four thousand five hundred dollars ($4,500), whichever is greater, or imprisonment in the county jail for not less than 10 days nor more than six months, or both.

In the event the person performing the contracting work has agreed to furnish materials and labor on an hourly basis, “the price of the contract” for the purposes of this subdivision means the aggregate sum of the cost of materials and labor furnished and the cost of completing the work to be performed.
(c) This section shall not apply to a joint venture license, as required by Section 7029.1.

However, at the time of making a bid as a joint venture, each person submitting the bid shall be subject to this section with respect to his or her individual licensure. (d) This section shall not affect the right or ability of a licensed architect, land surveyor, or registered professional engineer to form joint ventures with licensed contractors to render services within the scope of their respective practices.
(e) Unless one of the foregoing exceptions applies, a bid submitted to a public agency by a contractor who is not licensed in accordance with this chapter shall be considered non-responsive and shall be rejected by the public agency. Unless one of the foregoing exceptions applies, a local public agency shall, before awarding a contract or issuing a purchase order, verify that the contractor was properly licensed when the contractor submitted the bid. Notwithstanding any other provision of law, unless one of the foregoing exceptions applies, the registrar may issue a citation to any public officer or employee of a public entity who knowingly awards a contract or issues a purchase order to a contractor who is not licensed pursuant to this chapter. The amount of civil penalties, appeal, and finality of such citations shall be subject to Sections 7028.7 to 7028.13, inclusive. Any contract awarded to, or any purchase order issued to, a contractor who is not licensed pursuant to this chapter is void. (f) Any compliance or noncompliance with subdivision (e) of this section, as added by Chapter 863 of the Statutes of 1989, shall not invalidate any contract or bid awarded by a public agency during which time that subdivision was in effect.
(g) A public employee or officer shall not be subject to a citation pursuant to this section if the public employee, officer, or employing agency made an inquiry to the board for the purposes of 17 verifying the license status of any person or contractor and the board failed to respond to the inquiry within three business days. For purposes of this section, a telephone response by the board shall be deemed sufficient.

Public Contract Code § 20103.5:

In all contracts subject to this part where federal funds are involved, no bid submitted shall be invalidated by the failure of the bidder to be licensed in accordance with the laws of this state. However, at the time the contract is awarded, the contractor shall be properly licensed in accordance with the laws of this state. The first payment for work or material under any contract shall not be made unless and until the Registrar of Contractors verifies to the agency that the records of the Contractors' State License Board indicate that the contractor was properly licensed at the time the contract was awarded. Any bidder or contractor not so licensed shall be subject to all legal penalties imposed by law, including, but not limited to, any appropriate disciplinary action by the Contractors' State License Board. The agency shall include a statement to that effect in the standard form of pre-qualification questionnaire and financial statement.

Failure of the bidder to obtain proper and adequate licensing for an award of a contract shall constitute a failure to execute the contract and shall result in the forfeiture of the security of the bidder.

License no.:________________ Class:___________________ Expiration date: _________________ Date __________________ Signature ______________________________________ 18 INSURANCE REQUIREMENTS
The Contractor shall at all times during the terms of the Contract carry, maintain, and keep in full force and effect a policy or policies of comprehensive general liability insurance in which the City, along with its City Council and each member thereof, and every officer, official, agent, attorney, employee or volunteer of the City, is the named insured or is named as an additional insured with the Contractor in accordance with the General Provisions. The insurance company issuing such policy(ies) must be acceptable to, and approved by, the City Engineer and City Attorney. Contractor shall maintain limits of no less than Two Million Dollars ($2,000,000) combined single limit coverage per occurrence for personal injury or death or property loss or damage which may arise from or relate directly or indirectly to the acts, operations or omissions of the performance of the Contractor and/or its subcontractors and/or the employees, agents, officers, officials or volunteers of either, in the performance of this Public Works Contract. Such insurance shall include coverage of no less than One Million Dollars ($1,000,000) for all automobiles utilized by Contractor's or any subcontractor's employees or agents in the performance of the Contract. Contractor shall also provide an endorsement in the forms included in Book II. 19 WORKER'S COMPENSATION CERTIFICATE OF INSURANCE
WHEREAS, the CITY OF STANTON has required certain insurance to be provided by ______________________________________________________________________________________ NOW THEREFORE, the undersigned insurance company does hereby certify that it has issued the policy or policies described below to the following named insureds and that the same are in force at this time.

1. This certificate is issued to: CITY OF STANTON, City Hall, 7800 Katella Avenue, STANTON, CA 90680-3162.

2. The insureds under such policy or policies are: _______________________________________

3. Worker's Compensation Policy or Policies in a form approved by the Insurance Commissioner of California covering all operations of the named insureds, as follows:

POLICY NUMBER EFFECTIVE DATE EXPIRATION DATE
______________________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________

4. Said policy or policies shall not be canceled, voided or reduced in coverage or limits of liability, unless and until thirty days' advance written notice thereof has been served upon the City Clerk of the CITY OF STANTON.

By:____________________________________
Its Authorized Representative
20 ADDITIONAL INSURED ENDORSEMENT COMPREHENSIVE

GENERAL LIABILITY
______________________________________________________________________________________ Name and address of named insured (“Named Insured”):
______________________________________________________________________________________ Name and address of Insurance Company (“Company”):

OFFICIAL TITLE OF PROJECT:__________________________________ Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the “Policy”) or in any endorsement now or hereafter attached thereto, it is agreed as follows:

1. The City of Stanton, its elected officials, officers, attorneys, agents, employees, and volunteers are additional insureds (the above named additional insureds are hereafter referred to as the “Additional Insureds”) under the Policy in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured. The Additional Insureds have no liability for the payment of any premiums or assessments under the Policy.

2. The insurance coverages afforded the Additional Insureds under the Policy shall be primary insurance, and no other insurance maintained by the Additional Insureds shall be called upon to contribute with the insurance coverages provided by the Policy.

3. Each insurance coverage under the Policy shall apply separately to each Additional Insured against whom claim is made or suit is brought except with respect to the limits of the Company's liability.

4. Nothing in this contract of insurance shall be construed to preclude coverage of a claim by one insured under the policy against another insured under the policy. All such claims shall covered as third-party claims, i.e., in the same manner as if separate policies had been issued to each insured. Nothing contained in this provision shall operate to increase or replicate the Company's limits of liability as provided under the policy.

5. The insurance afforded by the Policy for contractual liability insurance (subject to the terms, conditions and exclusions applicable to such insurance) includes liability assumed by the Named Insured under the indemnification and/or hold harmless provision(s) contained in or executed in conjunction with the written agreement(s) or permit(s) designated above, between the Named Insured and the Additional Insureds.

6. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non-renewal except after written notice to Public Agency, by certified mail, return receipt requested, not less than thirty (30) days prior to the effective date thereof. In the event of Company's failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement.

7. Company hereby waives all rights of subrogation and contribution against the Additional Insureds, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to the perils insured against in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured regardless of any prior, concurrent, or subsequent active or passive negligence by the Additional Insureds.

8. It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance. 21 9. This endorsement and all notices given hereunder shall be sent to Public Agency at:

Director of Public Works
City of Stanton
7800 Katella Avenue
Stanton CA 90680-3162

10. Except as stated above and not in conflict with this endorsement, nothing contained herein shall be held to waive, alter or extend any of the limits, agreements, or exclusions of the policy to which this endorsement is attached.

TYPE OF COVERAGES TO WHICH POLICY PERIOD LIMITS OF

THIS ENDORSEMENT ATTACHES FROM/TO LIABILITY

11. Scheduled items or locations are to be identified on an attached sheet. The following inclusions relate to the above coverages. Includes:
 Contractual Liability  Explosion Hazard
 Owners/Landlords/Tenants  Collapse Hazard
 Manufacturers/Contractors  Underground Property Damage  Products/Completed Operations  Pollution Liability
 Broad Form Property Damage  Liquor Liability
 Extended Bodily Injury 
 Broad Form Comprehensive 
 General Liability Endorsement

12. A  deductible or  self-insured retention (check one) of $ __________________________ applies to all coverage(s) except: ___________________________________________________________ _____________ (if none, so state). The deductible is applicable  per claim or  per occurrence (check one).

13. This is an  occurrence or  claims made policy (check one).

14. This endorsement is effective on __________________________ at 12:01 A.M. and forms a part of Policy Number ______________________ .

I, ____________________________________________________________ (print name), hereby declare under penalty of perjury under the laws of the State of California, that I have the authority to bind the Company to this endorsement and that by my execution hereof, I do so bind the Company.

Executed __________________________________________ , 20_________________ __________________________________________
Signature of Authorized Representative
(Original signature only; no facsimile signature or initialed signature accepted)
Phone No.: ( ) ________________________________________ 22 ADDITIONAL INSURED ENDORSEMENT AUTOMOBILE LIABILITY
______________________________________________________________________________________ Name and address of named insured (“Named Insured”):
______________________________________________________________________________________ Name and address of Insurance Company (“Company”):

OFFFICAL TITLE OF PROJECT:_____________________________________ Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the “Policy”) or in any endorsement now or hereafter attached thereto, it is agreed as follows:

The City of Stanton, its elected officials, officers, attorneys, agents, employees, and volunteers are additional insureds (the above named additional insureds are hereafter referred to as the “Additional Insureds”) under the Policy in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured. The Additional Insureds have no liability for the payment of any premiums or assessments under the Policy.

1. The insurance coverages afforded the Additional Insureds under the Policy shall be primary insurance, and no other insurance maintained by the Additional Insureds shall be called upon to contribute with the insurance coverages provided by the Policy.

2. Each insurance coverage under the Policy shall apply separately to each Additional Insured against whom claim is made or suit is brought except with respect to the limits of the Company's liability.

3. Nothing in this contract of insurance shall be construed to preclude coverage of a claim by one insured under the policy against another insured under the policy. All such claims shall covered as third-party claims, i.e., in the same manner as if separate policies had been issued to each insured. Nothing contained in this provision shall operate to increase or replicate the Company's limits of liability as provided under the policy.

4. The insurance afforded by the Policy for contractual liability insurance (subject to the terms, conditions and exclusions applicable to such insurance) includes liability assumed by the Named Insured under the indemnification and/or hold harmless provision(s) contained or executed in conjunction with the written agreement(s) or permit(s) designated above, between the Named Insured and the Additional Insureds.

5. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non-renewal except after written notice to Public Agency, by certified mail, return receipt requested, not less than thirty (30) days prior to the effective date thereto. In the event of Company's failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement.

6. Company hereby waives all rights of subrogation and contribution against the Additional Insureds, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to the perils insured against in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured regardless of any prior, concurrent, or subsequent active or passive negligence by the Additional Insureds.

It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance.

This endorsement and all notices given hereunder shall be sent to Public Agency at:

Director of Public Works
City of Stanton
7800 Katella Avenue
Stanton, CA 90680-3162
23 7. Except as stated above and not in conflict with this endorsement, nothing contained herein shall be held to waive, alter or extend any of the limits, agreements, or exclusions of the policy to which this endorsement is attached.

TYPE OF COVERAGES TO WHICH POLICY PERIOD

LIMITS OF

THIS ENDORSEMENT ATTACHES FROM/ TO

LIABILITY
Scheduled items or locations are to be identified on an attached sheet. The following inclusions relate to the above coverages. Includes:
 Any Automobiles  Truckers Coverage
 All Owned Automobiles  Motor Carrier Act
 Non-owned Automobiles  Bus Regulatory Reform Act
 Hired Automobiles  Public Livery Coverage
 Scheduled Automobiles 
 Garage Coverage 

11. A  deductible or  self-insured retention (check one) of $ ______________________applies to all coverage(s) except: __________________________________________________________________ (if none, so state). The deductible is applicable  per claim or  per occurrence (check one).

12. This is an  occurrence or  claims made policy (check one).

13. This endorsement is effective on______________________ at 12:01 A.M. and forms a part of Policy Number ____________________________ .

I, (print name),
hereby declare under penalty of perjury under the laws of the State of California, that I have the authority to bind the Company to this endorsement and that by my execution hereof, I do so bind the Company.

Executed ___________________________________________, 20____________________ Signature of Authorized Representative
(Original signature only; no facsimile signature or initialed signature accepted)
Phone No.: ( ) ___________________________________________ 24 ADDITIONAL INSURED ENDORSEMENT EXCESS LIABILITY
______________________________________________________________________________________ Name and address of named insured (“Named Insured”):
______________________________________________________________________________________ Name and address of Insurance Company (“Company”):

OFFICIAL TITLE OF PROJECT:______________________________________________ Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the “Policy”) or in any endorsement now or hereafter attached thereto, it is agreed as follows:

1. The City of Stanton, its elected officials, officers, attorneys, agents, employees, and volunteers are additional insureds (the above named additional insureds are hereafter referred to as the “Additional Insureds”) under the Policy in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured. The Additional Insureds have no liability for the payment of any premiums or assessments under the Policy.

2. The insurance coverages afforded the Additional Insureds under the Policy shall be primary insurance, and no other insurance maintained by the Additional Insureds shall be called upon to contribute with the insurance coverages provided by the Policy.

3. Each insurance coverage under the Policy shall apply separately to each Additional Insured against whom claim is made or suit is brought except with respect to the limits of the Company's liability.

4. Nothing in this contract of insurance shall be construed to preclude coverage of a claim by one insured under the policy against another insured under the policy. All such claims shall covered as third-party claims, i.e., in the same manner as if separate policies had been issued to each insured. Nothing contained in this provision shall operate to increase or replicate the Company's limits of liability as provided under the policy.

5. The insurance afforded by the Policy for contractual liability insurance (subject to the terms, conditions and exclusions applicable to such insurance) includes liability assumed by the Named Insured under the indemnification and/or hold harmless provision(s) contained in or executed in conjunction with the written agreement(s) or permit(s) designated above, between the Named Insured and the Additional Insureds.

6. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non-renewal except after written notice to Public Agency, by certified mail, return receipt requested, not less than thirty (30) days prior to the effective date thereto. In the event of Company's failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement.

7. Company hereby waives all rights of subrogation and contribution against the Additional Insureds, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to the perils insured against in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured regardless of any prior, concurrent, or subsequent active or passive negligence by the Additional Insureds.

8. It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance. 25 9. This endorsement and all notices given hereunder shall be sent to Public Agency at:

Director of Public Works
City of Stanton
7800 Katella Avenue
Stanton, CA 90680-3162

10. Except as stated above and not in conflict with this endorsement, nothing contained herein shall be held to waive, alter or extend any of the limits, agreements, or exclusions of the policy to which this endorsement is attached.

TYPE OF COVERAGES TO WHICH POLICY PERIOD

LIMITS OF

THIS ENDORSEMENT ATTACHES FROM/TO

LIABILITY
 Following Form
 Umbrella Liability


10. Applicable underlying coverages:

INSURANCE COMPANY POLICY NO.

AMOUNT

11. The following inclusions, exclusions, extensions or specific provisions relate to the above coverages:

12. A  deductible or  self-insured retention (check one) of $________________________ applies to all coverage(s) except: ___________________________________________________________ (if none, so state). The deductible is applicable  per claim or  per occurrence (check one).

13. This is an  occurrence or  claims made policy (check one).

14. This endorsement is effective on _______________________ at 12:01 A.M. and forms a part of Policy Number____________________________ .

I, _____________________________________________________(print name), hereby declare under penalty of perjury under the laws of the State of California, that I have the authority to bind the Company to this endorsement and that by my execution hereof, I do so bind the Company.

Executed ________________________________________, 20______________________ ___________________________________________________
Signature of Authorized Representative
(Original signature only; no facsimile signature or initialed signature accepted)
Phone No.: ( ) ____________________________________
26 PREVAILING WAGES
NOTICE IS FURTHER GIVEN that the City Council has obtained the general prevailing rate of per diem wages in accordance with law to be paid for the construction of the above Work and Improvements. The schedule has been obtained from the Director of the Department of Industrial Relations, pursuant to the provisions of Section 1773 of the Labor Code of the State of California, and reference is hereby made to copies thereof on file in the City's Office, which said copies are available to any interested party upon request. Further, a copy shall be posted at each job site during the course of construction. If prevailing wages change within 10 days of the bid opening date, new prevailing wages will be used.
27 LEGAL RELATIONS AND RESPONSIBILITY
The Contractor shall keep himself/herself fully informed of all existing and future State and Federal laws and all county and city ordinances and regulations which in any manner affect the conduct of the Work, and all of such orders and decrees of bodies or tribunals having any jurisdiction or authority over same. If any discrepancy or inconsistency is discovered in the Contract Documents or the Contract for the Work in relation to any such law, ordinance, regulation, order, or decree, he/she shall forthwith report the same to the Engineer in writing.

He/she shall at all times observe and comply with and shall cause all his/her agents and employees to observe and comply with all such existing and future laws, ordinances, regulations, orders and decrees, and shall indemnify, protect, defend, and hold harmless the City, the Engineer, and all of their officers, employees, and agents against any claim or liability arising from or based on the violation of any such law, ordinance, regulation, order, or decree, whether by himself/herself or his/her employees, agents, or representatives.

The Contractor's attention is directed to Division 2, Part 7, Chapter 1 of the Labor Code of California and especially to Article 2 (Wages); and Article 3 (Working Hours). a. The Director of the Department of Industrial Relations has found and determined the general prevailing rates of wages in the locality in which the public work is to be performed, copies of which are maintained at the City's principal office, and are available to any interested party on request. Contractor shall post a copy of said document at each job site. The Contractor shall forfeit to the City a penalty of twenty-five dollars ($25.00) for each calendar day, or portion thereof, for each worker paid less than the stipulated prevailing rate, and shall in addition pay to each worker for each such day the difference between the prevailing rate and the actual wage paid.
b. In accordance with Sections 1173.1 and 1773.8 of the Labor Code, the Contractor shall pay travel and subsistence payments to each worker needed to execute the Work as such travel and subsistence payments are defined in the applicable collective bargaining assurances filed with the Department of Industrial Relations. c. Pursuant to Labor Code Section 1810 et seq., it is stipulated hereby that eight (8) hours labor constitutes a legal day's work hereunder.
d. Pursuant to Labor Code Section 1813, it is stipulated hereby that the Contractor shall, as a penalty to the City, forfeit twenty-five dollars ($25.00) for each worker employed in the execution of this Contract by the Contractor or by any Subcontractor hereunder for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week, unless such worker receives compensation for all hours worked in excess of eight (8) hours at not less than one and one-half (1 1/2) times the base rate of pay, in violation of the provisions of Article 3 (commencing with Section 1810), Chapter 1, Part 7, Division 2, of the Labor Code.
e. The Contractor is aware of and will comply with the provisions of Labor Code Sections 1777.5 and 1777.6, as amended effective January 1, 1977, with respect to the employment of apprentices. Pursuant to Section 1777.5, it is hereby stipulated that the 28 Contractor will be responsible for obtaining compliance therewith on the part of any and all Subcontractors employed by him/her in connection with this Contract.

In accordance with Section 1777.3 of said Labor Code, the City will file with the Department of Industrial Relations, Division of Apprenticeship Standards, on "Extract of Public Works Contract Award" upon issuing the Notice of Award in the form appended hereto and made a part hereof as page 1-9.3.
f. Attention is directed to the provisions in Section 1777.5 and 1777.6 of the Labor Code concerning the employment of apprentices by the Contractor or any Subcontractor under him/her.

The Contractor and any Subcontractor under him/her shall comply with the requirements of Section 1777.5 and 1777.6 of the Labor Code in the employment of apprentices.

Information relative to apprenticeship standards, wage schedules, and other requirements may be obtained from the Director of Industrial Relations, ex officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch office .

Willful violations of Section 1777.5 will result in a forfeiture of fifty dollars ($50.00) for each calendar day of noncompliance which shall be withheld from progress payments by City upon notice from the Department of Industrial Relations. (Labor Code 1777.7). 29 WAGE RATES AND LABOR CODE REQUIREMENTS
Wage Rates:

This is a Federally assisted project and Davis-Bacon will be enforced. Federal and State wage rates are applicable to both the prime Contractor and subcontractors. The higher wage rate between the Federal and State wage determinations will be enforced. The Federal Labor Standards Provisions (Form HUD-4010) and the Federal Wage Determination are incorporated into these Provisions. They are considered a physical part of the Contract Agreement and full compliance will be enforced. The same Federal language and wage determinations will be included in an Agreement resulting for the original Agreement.

Apprentices
Section 1777.5 requires the Contractor or Subcontractor employing tradesmen in any apprenticeable occupation to apply to the Joint Apprenticeship Committee nearest the site of the public works project which administers the apprenticeship program in that trade for a certificate of approval. The certificate will also fix the ratio of apprentices to journeymen to be used in the performance of the contract.

The Contractor is required to make contributions to funds established for the administration of apprenticeship programs if he employs registered apprentices or journeymen in any apprenticeship trade and if other contractors on the public works site are making such contributions.

Information relative to apprenticeship standards, contributions, wage schedules and other requirements may be obtained from the State Director of Industrial Relations or from the Division of Apprenticeship Standards.
30 City Business License Forms and
Vendor Data Sheet
31 32
33 34
1 BOOK III OF III. CONTRACT DOCUMENTS

GENERAL AND SPECIAL PROVISIONS, APPENDIX
FOR:
2021/22 CITYWIDE STREET REHABILITATION

PROJECT
These Contract Documents are the exclusive property of the Agency and shall not be used in any manner without prior consent of the Agency. Any reuse of these plans and specifications by Others shall be at Other’s sole risk and without liability to the Agency.

CITY OF STANTON – 7800 KATELLA AVENUE - STANTON, CA 90680-3162 Phone (714) 379-9222

CONTRACTOR TO PRINT COMPANY
NAME:
2 CITY OF STANTON

PUBLIC WORKS DEPARTMENT

SPECIAL PROVISIONS

INTRODUCTION
All work necessary for the completion of this contract shall be done in accordance with (1) these Special Provisions; (2) Standard Specifications for Public Works Construction (Latest Edition); (3) County of Orange RDMD Standard Plans (Latest Edition); (4) and the Standard Plans for Public Works Construction (APWA) (Latest Edition). Copies of the Standard Specifications may be purchased from Building News, Inc., 1612 South Clementine Street, Anaheim, CA 92802, 714-517-0970.

The following Special Provisions supplement or modify the Standard Specifications for Public Works Construction as referenced and stated hereinafter:

PART 1

GENERAL PROVISIONS
SECTION 2---SCOPE AND CONTROL OF THE WORK
2-1 WORK TO BE DONE Add to this section, “The work necessary for the completion of this contract consists of furnishing all materials, equipment, tools, labor, and incidentals as required by the Plans, Specifications, and Contract Documents for the above stated project.

The project areas and plans exist within this contract as described as:
2021/22 Citywide Street Rehabilitation Project
The general items of work to be done shall consist of the sawcut and removal of existing AC pavement with full depth AC pavement replacement repair, weed abate and crack seal of existing pavement, application of Type II RAP Slurry Seal with 3% Latex, the removal and disposal of existing AC pavement and concrete pavement surfaces, grind of existing AC pavement with full depth AC pavement replacement repair, grind of existing AC pavement, ARHM overlay, as well as localized replacements of concrete Accessible Curb Ramps, as well as localized fire hydrant valve markers, manhole cover adjustments, valve cover box adjustments, protection of manhole covers, valve cover boxes, coordination with utilities and all associated traffic control and signage and striping within the project limits, and other items of work required to complete the scope of work detailed in the plans and specifications complete and in place.” 3 2-8 EXTRA WORK [Add the following]
Markup.
“(a) Work by Contractor. The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits:
1) Labor …………………………..………… 20
2) Materials ………………………………… 15
3) Equipment Rental ……………………… 15
4) Other Items and Expenditures ……….. 15
To the sum of the costs and markups provided for in this subsection, 1 percent shall be added for compensation for bonding.
(b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in 3-3.2.3(a) shall be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor. 3-10 SURVEYING
3-10.1 General [add the following]
Survey Service. Add to this section: “The Contractor’s California Licensed Land Surveyor shall provide construction staking as needed to construct improvements. The Contractor will be back-charged for the cost of restoring any survey ties and/or monuments damaged by the Contractor, including the cost of filing the required corner records or record of surveys with the County of Orange.”
Survey Monuments. The Contractor shall, prior to the beginning of work, inspect the project for existing survey monuments and then schedule a meeting with the City inspector to walk the project to review the survey monuments. The Contractor shall protect all survey monuments during construction operations. In the event that existing survey monuments are removed or otherwise disturbed during the course of work, the Contractor shall restore the affected survey monuments at his sole expense. The Contractor’s Licensed Surveyor shall file the required Record of Survey or Corner Records with the County of Orange upon monument restoration.

Preconstruction Survey & Staking. The Contractor shall, two (2) weeks prior to demolition activities of the roadway reconstruction sections of work, conduct a preconstruction survey of roadway cross sections at every 25 feet that includes, at a minimum, the lip of gutter, ¼ point of the roadway, crown of the roadway, ¼ point of the roadway and lip of gutter. Cross sectional data is to be provided to Civil Engineer in digital CAD and PNEZD format. Prior to Contractor demolition activities, the Civil Engineer will recommend if any crown elevation adjustments are required. Contractor shall be required to stake the ultimate subgrade and crown elevation of the roadway reconstruction based on the data provided by the Engineer. All 4 surveying and staking costs associated with the roadway reconstruction section are to be included in this bid item.

SECTION 4---CONTROL OF MATERIALS
4-3 INSPECTION
4-3.1 General [Add the following]
Inspection and Testing. All material and articles furnished by the Contractor shall be subject to rigid inspection, and no material or article shall be used in the work until it has been inspected and accepted by the Engineer. The Contractor shall furnish the Engineer full information as to the progress of the work in its various parts and shall give the Engineer timely (48-hours minimum) notice of the Contractor's readiness for inspection. Submittals are required for all construction material.

The Engineer shall select an independent testing laboratory and pay for all testing as specified in the various sections of the Standard Special Provisions and these Special Provisions. When, in the opinion of the Engineer, additional tests and retesting due to failed tests or inspections are required because of unsatisfactory results in the manner in which the Contractor executed the work, such tests and inspections shall be paid for by the Contractor.

SECTION 6---PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. Add to this section: “The time of completion as specified in Section 6-7, shall commence on the date of the ‘Notice to Proceed.’
No work shall begin until a “Notice to Proceed” has been issued, a pre-construction meeting has been conducted, and a schedule of work has been approved by the Engineer. The Contractor shall submit a construction schedule to the Engineer for approval a minimum of five working days prior to commencing any work. Schedule may be bar chart or CPM style.

The Engineer will review the schedule and may require the Contractor to modify the schedule to conform to the requirements of the Contract Documents. If work falls behind the approved schedule, the Contractor shall be prohibited from starting additional work until Contractor has exerted extra effort to meet the original schedule and has demonstrated that the ability to maintain the approved schedule in the future. Such stoppages of work shall in no way relieve the Contractor from the overall time of completion requirement, nor shall it be construed as the basis for payment of extra work because additional personnel and equipment were required on the job.” The Notice to Proceed shall be issued within 30 calendar days of the award of the contract unless otherwise approved by the City.
5 [add the following sub-section]
6-1.3 PROJECT SUBMITTALS AND SHOP DRAWINGS. Add to this section: “The Contractor shall provide Shop Drawings as may be necessary for the prosecution of the Work as required by the Contract Documents. The Engineer shall promptly review all Shop Drawings.

The Engineer's approval of any Shop Drawings shall not release the Contractor from responsibility for deviations from the Contract Documents. The approval of any Shop Drawing which substantially deviates from the requirement of the Contract Documents will be evidenced by a Change Order.

When submitted for the Engineer's review, Shop Drawings shall bear the Contractor's certification that he has reviewed, checked, and approved the Shop Drawings and that they are in conformance with the requirements of the Contract Documents. The following Contractors certification shall appear on all submittals:
"It is hereby certified that the (equipment, material) shown and marked in this submittal is that proposed to be incorporated into this project, is in compliance with the contract documents, can be installed in the allocated spaces, and is submitted for approval”.

Certified By:

Date , 20____
“ Contractor"
Portions of the Work requiring a Shop Drawing or sample submission shall not begin until the Shop Drawing or submission has been approved by the Engineer. A copy of each approved Shop Drawing and each approved sample shall be kept in good order by the Contractor at the site and shall be available to the Engineer.

The following procedures will apply to Shop Drawing submittals:
a. The Contractor shall submit to the Engineer for approval, six (6) copies of all shop drawings. These drawings shall be complete, certified by the Contractor, and shall contain all required information in detail. The Contractor shall make any corrections to Shop Drawings required by the Engineer.
b. When approved by the Engineer each copy of the drawings will be stamped approved, signed, and dated by the Engineer.
c. Two (2) sets of said approved drawings will be returned to the Contractor within two weeks from the date the Shop Drawings are received by the City. d. The approval of the drawings shall not be construed as a complete check, but will indicate only that the general method of construction and detailing is satisfactory. 6 e. Upon the Contractor's receipt of approved shop drawings, he/she shall furnish to the Engineer instruction and maintenance manuals and parts lists of all major equipment furnished.

Data in these manuals shall cover completely all items as specified and as supplied.” 6-2 PROSECUTION OF THE WORK [Add to this section]
Construction Phasing/Scheduling Limitations:
• Construction Phasing:
o Contractor shall submit a construction phasing plan to the City for review and approval prior to starting work. Phasing plans shall be prepared in accordance with the phasing requirements and the conditions included in the project specifications.
• Traffic Control:
o Traffic Control setup at each location shall confirm to CA-MUTCD (Latest Edition) requirements and typical applications and shall be maintained on a daily basis by the contractor.
• Resident Access:
o Contractor shall ensure that access is maintained in the morning and open by the end of each work day for each resident within the project limits. Working hours, as stated in Section 6-3, shall be maintained, and the contractor’s operations shall be phased in such a manner to allow full access to residents during non-working hours.
• Localized Concrete Improvements (Curb/Gutter, Ramps, Alley, etc.):
o All concrete improvements shall be completed prior to the start of any pavement grinding or reconstruction activities.
o Contractor’s operations shall be scheduled in such a way that no ramp or portion of sidewalk is left excavated, demolished, or formed over the weekend. o It shall be the contractor’s responsibility to properly barricade the work area during non-working hours and to set up appropriate pedestrian detour/signage until the work is completed
o Driveway access to each property shall be maintained at the end of each working day. Contractor shall ramp or plate the driveways to maintain access. • Reconstruction Roadway Sections:
o For roadways designated for reconstruction, phasing for each operation shall be scheduled as follows:
 CMB installation shall be completed on the same day as the roadway demolition activities. No segment shall be left open overnight, and full access shall be maintained at the start and end of each working day.  Base paving asphalt for roadway segments designated to be reconstructed shall be installed no later than 5 working days after the start of roadway demolition.
 Finished course paving for roadway segments designated to be reconstructed shall be installed no later than 10 working days after the base course paving operations for the given segment.
7 • Grind and/or Overlay Roadway Sections:
o For roadways designated for grind and/or overlay, phasing for each operations shall be scheduled as follows:
 Pavement transitions at the edge of each ground area shall be installed at the end of each work day and maintained for the duration of the project.  Pavement dig outs and patching shall be completed within 5 working days of the start of the pavement grinding operations.
 Final paving shall be installed no later than 5 working days after the start of the pavement grinding operations.
• Slurry Seal Roadway Sections:
o For roadways designated for slurry seal, phasing for each operation shall be scheduled as follows:
 Contractor shall first perform weed abatement and crack sealing on all roadway segments identified for slurry seal per the project specification requirements.
 Contractor shall locate and remove distressed portions of pavement per “Roadway Patching – Slurry Portion” below. No segment of Roadway Patching shall be left open overnight, and full access shall be maintained at the start and end of each working day.
 Cleaning, roadway preparations, application and finishing of the slurry seal shall occur the same day
• Roadway Patching – Mill & Overlay Portion:
o Roadway patching operations shall be scheduled PRIOR to the cold milling operations and prior to the final ARHM overlay.
o All localized roadway reconstruction patches shall be backfilled and compacted with base paving asphalt on the same day of excavation. No open excavations will be allowed at the end of the work day. • Roadway Patching – Slurry Portion:
o Roadway patching operations shall be scheduled PRIOR to the final RAP Slurry Seal.
o All localized roadway reconstruction patches shall be paved and compacted with base paving asphalt on the same day of excavation. No open excavations will be allowed at the end of the work day.
• Asphalt Paving:
o Roadway closures on arterial streets will not be allowed. o Contractor to coordinate with City regarding pavement phasing and requested work limits.
o Roadway paving shall occur no later than 2 weeks after the date of the cold milling operation.
6-3 TIME OF COMPLETION
6-3.1 General. Add to this section: “The Contractor shall complete all work under the Contract within sixty (60) consecutive working days after the date on the Notice to Proceed. 8 The Contractor shall ensure the availability of all material prior to the start of work.

Unavailability of material will not be sufficient reason to grant the Contractor an extension of time for 100 percent completion of work.”
Working Days. “any City holiday, defined as January 1st, the third Monday in January (Martin Luther King Day), the third Monday in February (President's Day), the last Monday in May (Memorial Day), July 4th, the first Monday in September (Labor Day), November 11th (Veterans Day), the fourth Thursday and Friday in November (Thanksgiving and Friday after), December 24th through December 31st.”
Working Hours. Normal working hours are limited to 7:30 a.m. to 4:30 p.m., Monday through Friday.

The Contractor, subcontractors, suppliers, etc., shall not generate any noise at the work site, storage sites, staging areas, etc., before or after the normal working hours prescribed above.

Should the Contractor elect to work outside normal working hours, Contractor must first obtain special permission from the Engineer. The request may be for 4:30 p.m. to 6:30 p.m. on weekdays or 8:00 a.m. to 6 p.m. on Saturday only. A request for working during any of these hours must be made at least 72 hours in advance of the desired time period. A separate request must be made for each work shift. The Engineer reserves the right to deny any or all such requests. Additionally, the Contractor shall pay for supplemental inspection costs of $110.00 per hour when such time periods are approved.
6-9 LIQUIDATED DAMAGES. Revise sentence three to read: “For each consecutive calendar day after the time specified in Section 6-7-1 for completion of the work, the Contractor shall pay to the City or have withheld from moneys due it, the daily sum of $1,000.

Revise paragraph two, sentence one, to read: “Execution of the Contract shall constitute agreement by the Agency and Contractor that $1,000 per day is the minimum value of the costs and actual damage caused by the failure of the Contractor to complete the Work within the allotted time.

The intent of this section is to emphasize to the Contractor the importance of prosecuting the work in an orderly preplanned continuous sequence so as to minimize inconvenience to residences, businesses, vehicular and pedestrian traffic, and the public as a result of construction operations.”
SECTION 7---MEASUREMENT AND PAYMENT
7-3 PAYMENT
7-3.1 General. [Add the following]
The unit and lump sum prices bid for each item of work shown on the proposal shall include full compensation for furnishing the labor, materials, tools, and equipment and doing all the work, including restoring all existing improvements, to complete the item of work in place and 9 no other compensation will be allowed thereafter. Payment for incidental items of work not separately listed shall be included in the prices shown for the other related items of work. The contractor is required to protect in place all existing facilities throughout the project area.

Any damage to existing public and private infrastructure will be restored to the preexisting condition at no additional cost to the City.

The following items of work pertain to the bid items included within this project:

SECTIONS 1 – 9 – CONTRACTUAL & REGULATORY BID ITEMS
Bid Item: Project Mobilization, Demobilization, and Cleanup:

Bid Item #s: A-1
Measurement and payment for work under this item shall be at the contract unit price per Lump Sum (LS) and shall include providing bonds, insurance and financing, establishing a field office, preparing a BMP Plan and construction schedule, potholing the project to identify potential underground conflicts, and all other related work as required by the Contract Documents. The Contractor must remove all utility markings in the project area after the conclusion of work as part of this bid item.

Bid Item: Surveying & Monument Preservation:

Bid Item #s: A-2
Measurement and payment for work under this item shall be at the contract unit price per Lump Sum (LS) and shall include establishing survey controls, construction staking, preliminary grades, final grades, all horizontal alignment, as-built field notes, filing of corner records, reestablishment of property corners disturbed by the work, all necessary pre and post construction monument preservation activities required in order to ensure all existing survey and property control monuments are documented, protected, and/or replaced per City and Orange County Surveyor requirements. This item includes the required pre construction field and record review to identify the affected monuments, preparation and filing of pre-construction corner records for all affected control/monuments and the replacement and re-filing of updated corner records for all demolished or affected monuments/control upon construction completion. This item also includes a preconstruction survey of the reconstruction roadway sections prior to the reconstruction work.

Bid Item: Traffic Control & Noticing:

Bid Item #s: A-3
Measurement and payment for work under this item shall be at the contract unit price per Lump Sum (LS) and shall include delivering all required notifications and temporary parking permits, post signs and all costs incurred notifying residents. In addition, this item includes preparing traffic control plans prepared and signed by a California licensed traffic engineer, and providing the traffic control required by the project including, but not limited to signs, cones, barricades, flashing arrow sign, K-rail, temporary striping, flag persons. This item includes furnishing all labor, tools, equipment and materials necessary to comply with the California Manual on Uniform Traffic Control Devices (CAMUTCD), Latest Edition, and Caltrans Standard Plans and Standard Specifications latest editions.

Bid Item: Encroachment Permits:
10 Bid Item #s: A-25, A-26, A-27, & A-28
Measurement and payment for work under this item shall be at the contract unit price per EACH (EA) and shall include all labor to acquire needed Encroachment Permits due to work or Traffic Control in adjacent Cities or the County of Orange, CA. Bid prices are to be inclusive of fees and costs associated with procuring all Encroachment Permits SECTION 302 – ROADWAY SURFACING RELATED BID ITEMS
Bid Item: Sawcut & Excavate Roadway:

Bid Item #s: A-6
Measurement and payment for work under this item shall be at the contract unit price per Cubic Yard (CY) as measured in the field based on a width and average pavement depth calculation of the proposed pavement surface area, and shall be considered full compensation for furnishing labor, materials, equipment, and incidentals for doing all the work involved, including excavation of all surfacing, saw-cutting, removal and disposal of pavement, base, and subgrade materials to the required depths, as specified in the Standard Specifications and these Special Provisions, as approved by the Engineer and no additional compensation will be allowed therefor. It shall be assumed that if additional excavation due to slight adjustments are needed to the crown of the roadway it shall be included as incidental to the contract and no additional compensation will be allowed therefore.

Bid Item: Construct 9” CMB:

Bid Item #s: A-7
Measurement and payment for work under this item shall be at the contract unit price per TON, as measured from the delivered material tickets for material actually installed only, and shall include all labor, materials, equipment, and incidentals for subgrade preparation, grading, and compaction, installation of base material, compaction, protection of work, and all other work associated with this task, complete and in place. It shall be noted that all CMB used for ramping, backfill of non-applicable work items, or spoils/remainder of material left at the end of the day shall not be included as part of this bid item. CMB placed under sidewalk, ramps, cross gutters, etc. are also excluded from this work item and shall be deducted from the tonnage delivered to the site.

This bid item shall only apply for full width roadway reconstruction locations as identified on the plans. Payment for placement of crushed aggregate base materials for all other work items, including PCC related improvements, shall be considered included in the cost of the applicable improvements.

Bid Item: Construct 7” AC Pavement (1.5” AC ARHM Overlay/5.5” AC Base Course):

Bid Item #s: A-8
Measurement and payment for work under this item shall be at the contract unit price per TON, as measured from the delivered material tickets for material actually installed, and shall include all labor, materials, equipment, and incidentals required for base preparation (including scarification and compaction of subgrade or base material), installation of Tack coat, construction of the AC pavement surface, compaction and protection of work, and all other work associated with this task, complete and in place. The Contractor shall furnish to the Engineer at 11 the time of delivery of the material on the job site a legible copy of a licensed weighmaster's certificate showing gross, tare, and net weights of each truckload of asphalt concrete mixture.

Material that is delivered but not placed within the allotted bid item will not be measured or paid for. This work item shall include all labor, materials and work required to fully complete the noted item of work.

This bid item shall only apply for full width roadway reconstruction locations as identified on the plans. All other base paving quantities shall be included in the pavement patching bid item.

Bid Item: 1.5" Uniform Depth AC Cold Mill:

Bid Item #s: A-9
Measurement and payment for work under this item shall be at the contract unit price per Square Foot (SF) and shall include uniform depth cold milling of the asphalt roadway to a 1.5" depth as identified on the plans and all other work items as required to complete the work in place. The contractor will be responsible for the removal and disposal of any petromat material and foreign materials encountered during milling operations. All costs associated with temporary AC ramping and joins shall be included in other bid items and no additional compensation will be allowed.

Bid Item: Weed Abate & Crack Seal:

Bid Item #s: A-10
Measurement and payment for work under this item shall be at the contract unit price per Lump Sum (LS) and shall include all work associated with conducting weed abatement and crack sealing operations along each of the proposed roadway segments per the project specification requirements and engineer’s direction, complete and in place.

Bid Item: Construct 1.5" ARHM Overlay:

Bid Item #s: A-11
Measurement and payment for work under this item shall be at the contract unit price per TON, as measured from the delivered material tickets for material actually installed, and shall include all labor, materials, equipment, and incidentals required for surface preparation, installation of Tack coat, construction of the ARHM Overlay, compaction and protection of work, and all other work associated with this task, complete and in place. The Contractor shall furnish to the Engineer at the time of delivery of the material on the job site a legible copy of a licensed weighmaster's certificate showing gross, tare, and net weights of each truckload of asphalt concrete mixture. Material that is delivered but not placed within the allotted bid item will not be measured or paid for. This work item shall include all surface preparation and weed abatement as well as labor, materials and work required to fully complete the noted item of work.

Bid Item: Construct 1.5" FRAC Overlay:

Bid Item #s: B-2
Measurement and payment for work under this item shall be at the contract unit price per TON, as measured from the delivered material tickets for material actually installed, and shall include all labor, materials, equipment, and incidentals required for surface preparation, installation of Tack coat, construction of the FRAC Overlay, compaction and protection of work, and all other work associated with this task, complete and in place. The Contractor shall furnish to the 12 Engineer at the time of delivery of the material on the job site a legible copy of a licensed weighmaster's certificate showing gross, tare, and net weights of each truckload of asphalt concrete mixture. Material that is delivered but not placed within the allotted bid item will not be measured or paid for. This work item shall include all surface preparation and weed abatement as well as labor, materials and work required to fully complete the noted item of work.

Bid Item: Localized Pavement Removal & Replacement (6"Uniform Depth AC Cold Mill and 6” AC Base Paving):

Bid Item #s: A-12
Measurement and payment for work under this item shall be at the contract unit price per Square Foot (SF) and shall include all work associated with identifying and marking the limits of the localized pavement removals, sawcutting and removal of the asphalt roadway to a 6" depth as identified on the plans and all other work items as required to complete the work in place. The contractor will be responsible for the removal and disposal of any petromat material and foreign materials encountered during sawcut an removal operations. Furthermore, this item shall include all labor, materials, equipment, and incidentals required for base preparation, installation of Tack coat, construction of the AC base paving course, compaction and protection of work, and all other work associated with this task, complete and in place. The Contractor shall furnish to the Engineer at the time of delivery of the material on the job site a legible copy of a licensed weighmaster's certificate showing gross, tare, and net weights of each truckload of asphalt concrete mixture. Material that is delivered but not placed within the allotted bid item will not be measured or paid for. This work item shall include all surface preparation as well as labor, materials and work required to fully complete the noted item of work.

Bid Item: Locate Distressed Areas, Sawcut and Remove 7.5” of Existing Pavement/Base and Construct new 7.5” Deep Lift AC Pavement:

Bid Item #s: A-13
Measurement and payment for work under this item shall be at the contract unit price per Square Foot (SF) and shall include all work associated with identifying and marking the limits of the localized pavement removals, sawcutting and removal of the asphalt roadway/Base material to a

7.5" depth as identified on the plans and all other work items as required to complete the work in place. The contractor will be responsible for the removal and disposal of any petromat material and foreign materials encountered during sawcut and removal operations. Furthermore, this item shall include all labor, materials, equipment, and incidentals required for base/subgrade preparation, installation of Tack coat, construction of the AC paving course, compaction and protection of work, and all other work associated with this task, complete and in place. The Contractor shall furnish to the Engineer at the time of delivery of the material on the job site a legible copy of a licensed weighmaster's certificate showing gross, tare, and net weights of each truckload of asphalt concrete mixture. This work item shall include constructing the AC base course to surface level which will be sacrificed during cold milling and all surface preparation as well as labor, materials and work required to fully complete the noted item of work.

Bid Item: Apply Type II RAP Slurry Seal with 3% Latex:

Bid Item #s: A-21
Measurement and Payment for this item will be based upon the contract unit price per Extra Long Ton (ELT) of such material actually placed, as shown on the drawings and as specified. 13 The Contractor shall supply the City with Licensed Weighmaster's certificates of weight for all aggregates delivered to the job during the course of each day. Aggregate so certified as being delivered to the project shall be used only in the slurry mixture. The Contractor shall also present weighmaster certificates for the amount of such aggregate remaining at the completion of the project at no cost to the City. Payment shall be determined by deducting the amount of aggregate remaining on the project from the amount delivered to the project, all as shown on licensed weighmaster's certificates.

All existing utility, traffic signal and other surface mounted appurtenances shall be protected in place as part of the bid item.

Payment for this item shall constitute full compensation for all slurry seal construction, complete, furnishing all material, labor, plant, and equipment, furnishing all transportation, hauling, spreading, and protection, and shall include the obtaining of all permits, whether for Stanton or adjacent Cities or Orange County.

Bid Item: Construct 8” Full Depth AC Pavement:

Bid Item #s: A-24
Measurement and payment for work under this item shall be at the contract unit price per TON, as measured from the delivered material tickets for material actually installed, and shall include all labor, materials, equipment, and incidentals required for base preparation (including scarification and compaction of subgrade or base material), construction of the AC pavement, compaction and protection of work, and all other work associated with this task, complete and in place. The Contractor shall furnish to the Engineer at the time of delivery of the material on the job site a legible copy of a licensed weighmaster's certificate showing gross, tare, and net weights of each truckload of asphalt concrete mixture. Material that is delivered but not placed within the allotted bid item will not be measured or paid for. This work item shall include all labor, materials and work required to fully complete the noted item of work.

This bid item shall only apply for the slot pavement locations as identified on the plans on Village Center Drive. All other paving quantities shall be included in the pavement patching bid item & item A-8 as located on the plan set.

UTILITY ADJUSTMENT RELATED BID ITEMS
Bid Item: Adjust Sewer/Storm Drain Manhole Frame & Cover to Grade:

Bid Item #s: A-4
Measurement and payment for work under this item shall be at the contract unit price per Each Item (EA) and shall include adjusting, lowering and raising during paving operations, of all manhole frames and covers to grade per the City of Stanton and SPPWC standards and including all other work items as required to complete the work in place.

Bid Item: Adjust Water Valve Can & Lid to Grade:

Bid Item #s: A-5
14 Measurement and payment for work under this item shall be at the contract unit price per Each Item (EA) and shall include adjusting, lowering and raising during paving operations, of all water valve can and lids to grade per the City of Stanton and SPPWC standards and including all other work items as required to complete the work in place.

Bid Item: Adjust Gas Valve Can & Lid to Grade:

Bid Item #s: A-19
Measurement and payment for work under this item shall be at the contract unit price per Each Item (EA) and shall include coordination with the Gas Company, adjusting, lowering and raising during paving operations, of all gas valve can and lids to grade per the City of Stanton standards and including all other work items as required to complete the work in place.

Bid Item: Adjust Monument Well Frame & Cover to Grade:

Bid Item #s: A-20
Measurement and payment for work under this item shall be at the contract unit price per Each Item (EA) and shall include adjusting, lowering and raising prior to paving operations, of all monument well frames and covers, including adjustment and blocking of frame to grade, curing of concrete, and paving of final asphalt ring around valve can per the City of Stanton standards, and including all other work items as required to complete the work in place. 15 SECTION 303 – CONCRETE AND MASONRY CONST. RELATED BID ITEMS Bid Item: Remove Existing and Construct PCC Driveway:

Bid Item #s: A-14
Measurement and payment for work under this item shall be at the contract unit price per Square Foot (SF) and shall include Verifying limits of improvements with City, sawcutting, removing and disposing of the existing driveway and slot pave area within the driveway limits, sub grade compaction, verifying proposed grades and positive drainage, constructing the driveway to match existing driveway width, installing required roadway base and Base AC paving for the slot pave area, protection of the improvements, and all other items as required to complete the work in place.

Bid Item: Remove Existing and Construct PCC Curb and Gutter:

Bid Item #s: A-15
Measurement and payment for work under this item shall be at the contract unit price per Linear Foot (LF) and shall include Verifying limits of improvements with City, sawcutting, removing and disposing of the existing curb & gutter and slot pave area within the curb & gutter limits, sub grade compaction, verifying proposed grades and positive drainage, constructing the curb & gutter to match existing gutter width, installing required roadway base and Base AC paving for the slot pave area, protection of the improvements, and all other items as required to complete the work in place.

Bid Item: Remove Existing & Construct ADA Compliant Curb Ramp:

Bid Item #s: A-16
Measurement and payment for work under this item shall be at the contract unit price per Each Item (EA) as defined as the full limits of removal and construction to complete an ADA compliant curb ramp, and shall include furnishing labor, materials, equipment, and disposal to complete the construction, including the removal of existing improvements, construction of the curb and gutter, construction of the curb ramp and adjoining sidewalk behind the ramp, installation of truncated dome system, paving of the 2-4 foot wide slot pave adjacent to the proposed concrete improvement, and all other items as required to complete the work in place.

The limits of the curb ramp shall be defined as all ramp, sidewalk, retaining curb, adjoining cross gutter (including epoxy and doweling of cross gutter joints), and all other items required to construct the curb ramp per standard plan or plan detail. Contractor shall review the plans and the site carefully to understand existing site constraints and limits of work at each ramp. The City reserves the right to make field adjustments at each ramp prior to saw cutting, forming, and pouring of the ramp in order to ensure a compliant ramp is constructed at no additional cost.

Bid Item: Remove Ex. PCC Walk and Construct ADA Compliant 4” PCC Walk:

Bid Item #s: A-17
Measurement & Payment for work under this item shall be at the contract unit price per Square Foot (SF) basis as measured in the field in plan view and shall include furnishing all labor, equipment, tools and materials necessary for the item of work including removal and disposal of existing improvements and materials, construction of new sidewalk including coordinating with the City Inspector to verify locations and limits, removals, preparation of subgrade, construction 16 of work item, adjustment of miscellaneous parkway items found within the limits of construction, finishing and protection of the work item and no further compensation will be allowed therefore. Measurement of this bid item shall not include the area of any planter areas, and shall only include the actual PCC surface area as measured in the plan view. This item shall only apply in areas that are specifically identified on the plans with a separate construction note.

All sidewalk that is adjacent to/associated with curb ramps or alley approach that are not specifically identified as a sidewalk construction item shall be considered paid for as part of the separate bid item and no additional compensation will be allowed.

Bid Item: Grind Existing Sidewalk to Remove Vertical Obstruction:

Bid Item #s: A-18
Measurement and payment for work under this item shall be at the contract unit price per Linear Feet (LF) and shall include furnishing labor, materials & equipment to complete the grinding of all existing sidewalk joints to a 0” fully compliant surface (+/- 1/8”), and all other items as required to complete the work in place. All locations noted for grind shall be ground, regardless of lip height. Grinding to include roughening of the final surface to ensure transition is maintained and the sidewalk surface shall result in ADA compliant slopes.

SECTION 314 – SIGNING & STRIPING RELATED BID ITEMS
Bid Item: Install Type E and Mod. Type E Traffic Loop:

Bid Item #s: A-22
Measurement and payment for work under this item shall be at the contract unit price per Each Location (EA) basis and shall include all materials, labor, and equipment necessary to perform all operations to remove and install traffic loops through the project site during construction, in the areas shown on the Plans, and as directed by the Engineer. Replacement loops shall be as specified in Caltrans Standard Specifications Section 86-5.01A, and as stated herein. Contractor shall coordinate with the Engineer for final placement of loops. Any traffic loops that are damaged during construction, outside the areas shown on the exhibits or shown as protect inplace shall be fully replaced at the Contractors expense and to the satisfaction of the Engineer.

No further compensation will be allowed therefore.

Bid Item: Traffic Signing, Striping, Markings and Legends:

Bid Item #s: A-23
Measurement and payment for work under this item shall be at the contract unit price per Lump Sum (LS) and shall include furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in preparing an existing condition striping inventory, submitting to City and obtaining approval prior to removal of striping, removing existing striping, placing temporary striping (as needed), permanent striping, legend markings, arrows, raised pavement markers (including fire hydrant markers), traffic signs as shown on the plans including the SASO Rectangular Rapid Flashing Beacons (RRFB-1, or equivalent) warning light system and associated signage, restriping of all existing red curbs within the project limits and all other items as required to complete the work in place.
17 Miscellaneous Items of Work: Miscellaneous items of work are incidental items of work not separately listed as a bid item for which the cost and payment shall be included in the prices shown for the bid items of work included within the Proposal.

A. Utilities: Prior to performing any work on this project it is the Contractor’s responsibility to notify Underground Service Alert (USA) for utility notification.

Additionally, the Contractor shall work with and coordinate Contractor’s activities with utility companies. Immediately upon discovering a conflict with utilities the Contractor shall notify the City Engineer of such conflict and shall work with the City and the utility company to resolve the conflict. All utility markings must be removed in compliance with the W.A.T.C.H. manual after completion of the project.

B. Repairs: All existing facilities damaged by the Contractor shall be repaired or replaced in kind by the Contractor to the satisfaction of the City Engineer prior to the completion of work.
7-3.2 Partial and Final Payment. Add to this section: “Partial payments for mobilization and traffic control shall be made in accordance with Section 10264 of the California Public Contract Code.”
In addition to the items of work listed on the bid proposal, partial and final payment for the project will not be released until all the following requirements are met:

1. Completion of the City’s Recycling Form (Appendix A).

2. All material and diversion tickets applicable to the project must be submitted to the City.

3. All certified payroll reports from the prime contractor and all subcontractors listed on the bid proposal must be submitted to the City.

4. Proof of possession of a valid City business license from the prime and all subcontractors working on the project.

5. As-built drawings documenting any work that was performed in the project area that deviates from the plans and specifications must be submitted to the City.

6. Any further documentation as needed by the City to close out the project.

The selected contractor must submit separate Certified Payroll Reporting forms for themselves and all subcontractors for each additive alternate awarded in addition to the Base Bid.
[Add the following section]
SECTION 9---RESPONSIBILITIES OF THE CONTRACTOR
9-1 CONTRACTOR’S EQUIPMENT AND FACILITIES. A noise level limit of 86 dbA at a distance of fifty feet shall apply to all construction equipment on or related to the job, whether 18 owned by the Contractor or not. The use of excessively loud warning signals shall be avoided except in those cases required for the protection of personnel.” 9-2 PROJECT SITE MAINTENANCE
Temporary Light, Power and Water. Add to this section: “If the Contractor elects to use City water, he shall arrange for a meter with the Golden State Water Company.” Steel Plates. Add this section: “Steel plates utilized for utility trenching shall be the slip resistant type per Caltrans Standards. In addition, steel plates utilized on arterial highways shall be pinned and recessed flush with existing pavement surface.” Water Pollution Control. Add to this section, “Surface runoff water, including all water used during sawcutting operations, containing mud, silt or other deleterious material due to the construction of this project shall be treated by filtration or retention in settling basin(s) sufficient to prevent such material from migrating into any catch basin. The Contractor shall also comply with the Construction Runoff Guidance Manual.”
The Contractor shall adhere to best management practices for containing any wastewater or storm water runoff from exiting the project site. The City of Stanton will monitor the project site, adjacent storm drains, and streets for compliance.

Waste Discharge Requirements for Discharge of Storm Water Associated with Construction Activities:
b) The Contractor is required to adhere to the provisions of the Federal Clean Water Act as regulated by the U.S. Environmental Protection Agency in Code 40, Code of Federal Regulations (CFR) Parts 122, 123, 124, the Porter-Cologne Act (California Water Code), the Waste Discharge Requirements for Municipal Storm Water Discharges within the County of Orange and the National Pollution Discharge Elimination System (NPDES).

Copies of the suitable Best Management Practices (BMPs) from the California Stormwater Quality Association (CASQA), Stormwater Best Management Practice Handbook for Construction Activities are available for review at the offices of the AGENCY’s City Engineer or can be found at www.cabmphandbooks.com. The following BMPs are included by reference.
1) Saw Cutting: Shovel or vacuum saw-cut slurry and remove from site. Downstream catch basins, storm drains, and sewer manholes are to be barricaded or covered to contain slurry during saw-cutting operations. Refer to BMP NS-3, Paving and Grinding Operations, and SE-10, Storm Drain Inlet Protection from the BMP Handbook.
2) Concrete Truck Washout: Washout of concrete trucks will not be allowed in the gutters, paved street, or catch basin. Washout on the surface will be allowed only if the runoff from such a discharge can be contained and not be allowed to enter any catch basin, storm drain, or sewer manhole. Refer to BMP WM-8, Concrete Waste Management in the BMP Handbook.
19 3) Street Sweeping: The Contractor shall furnish and operate a self-loading motor sweeper with spray nozzles at least once each working day to the satisfaction of the project inspector to keep paved areas acceptably clean wherever construction, including restoration, is incomplete. Refer to BMP SE-7, Street Sweeping and Vacuuming in the BMP Handbook.
4) Spill Prevention: Care shall be taken to prevent any spills or leakage from entering the storm drain system. Refer to BMP WM-4, Spill Prevention in the BMP Handbook. Construction vehicles should be checked daily for leaking fluids. 5) Solid Waste/Stockpile Management: Throughout all phases of construction, including suspension of work, and until the final acceptance, the Contractor shall keep the site clean and free from rubbish and shall keep stockpiles of materials protected from storm water runoff. Refer to BMP WM-3, Stockpile Management and WM-5, Solid Waste Management in the BMP Handbook.
6) Sanitary and Septic Wastes: The contractor will provide portable toilets, located away from the drainage patterns and will provide for maintenance as required by a licensed Waste management company. Refer to BMP WM-9, Sanitary and Septic Wastes in the BMP Handbook.

The cost for conforming to the provisions of the Federal Clean Water Act as specified in this general provisions shall be provided as part of the mobilization bid item. NO additional compensation will be allowed.
9-3 PUBLIC CONVENIENCE AND SAFETY
Traffic and Access. Add to this section: “The Contractor shall provide traffic control and access in accordance with Section 7-10 of the Standard Specifications and the California Manual on Uniform Traffic Control Devices (CAMUTCD), Latest Edition.

Traffic control plans shall not be required for residential streets, but traffic control intent and methodology shall be submitted to the Engineer a minimum of fourteen (14) calendar days in advance of implementation for approval.

Pedestrian access to all storefronts, offices, residences, etc., within the limits of work must be maintained at all times. The Contractor shall cooperate with the Engineer to provide advance notice to any and all establishments whose access will be impacted by construction operations, particularly sidewalk construction. The Contractor shall furnish and install signage, barricades, delineators, yellow safety ribbon, and any other measures deemed necessary by the Engineer to safely direct the public around areas of construction, and into (and out of) the affected establishments. Such measures shall be shown on the Detailed Traffic Control Plans (see Section 7-10.3).”
20 Contractor shall maintain reasonable access from public streets to all adjacent properties at all times during construction. Forty-eight hours prior to restricting normal access from public streets to adjacent properties, Contractor shall notify the Engineer, informing him/her of the nature of the access restriction, the approximate duration of the restriction, and the best alternate access route for that particular property.

Storage of Equipment and Materials in Public Streets. Delete the first paragraph and add the following: “Construction materials and equipment may only be stored in streets, roads, or sidewalk areas if approved by the Engineer. It is the Contractor’s responsibility to obtain an area for the storage of equipment and materials. The Contractor shall obtain the Engineer’s approval of a site for storage of equipment and materials prior to arranging for or delivering equipment and materials to the site. Prior to move-in, the Contractor shall take photos of the laydown area. The Contractor shall restore the laydown area to its pre-construction condition.

The Engineer may require new base and pavement if the pavement condition has been compromised during construction.”
Street Closures, Detours and Barricades. Add to this section: “The Contractor shall submit to the Engineer - at least five working days prior to the pre-construction meeting - a traffic control plan and/or detour plans. The Contractor shall be responsible for processing and obtaining approval of a traffic control plans from the City Engineer. Traffic control plans shall conform to the provisions of the California Manual on Uniform Traffic Control Devices (CAMUTCD), Latest Edition. Traffic control and detour plans shall meet the following requirements:

1. Emergency vehicle access shall be maintained at all times.

2. The locations and wordings of all barricades, signs, delineators, lights, warning devices, parking restrictions, and any other required details shall ensure that all pedestrian and vehicular traffic will be handled in a safe manner with a minimum of inconvenience to the public.

3. All advanced warning sign installations shall be reflectorized and/or lighted.

4. The Contractor shall accommodate the City’s trash collection. If the Contractor elects to work on a street during its trash collection day, it shall be the Contractor’s responsibility to make alternative trash collection arrangements.”

5. All driveway access must be restored by 4:30pm each working day.

6. Contractor’s operation shall assume splitting and phasing of neighborhood slurry seal streets in order to accommodate the offset street parking that will be required from the areas currently being slurried. It shall be assumed that entire neighborhoods will not be allowed to be slurried at once and that the Contractor will be required to work with City staff to set up a slurry phasing approach that limits the street parking impacts.

Safety Orders. Add to this section: “The Contractor shall be solely and completely responsible for conditions of the job-site, including safety of all persons and property during 21 performance of the work, and the Contractor shall fully comply with all State, Federal and other laws, rules, regulations, and orders relating to the safety of the public and workers.

The right of the Engineer or the City’s Representative to conduct construction review or observation of the Contractor’s performance shall not include review or observation of the adequacy of the Contractor’s safety measures in, on, or near the construction site.” “No Parking” Signs. The Contractor shall install, and maintain in place “NO PARKINGTOW AWAY” signs (even if streets have posted “NO PARKING” signs) which he shall post at least forty-eight hours in advance of the need for enforcement.

The Contractor shall print the hours and dates of parking restriction on the “NO PARKING - TOW AWAY” sign in 2-inch high letters and numbers. A sample of the completed sign shall be reviewed and approved by the Engineer prior to posting.” Notices to Residents.

1. Ten working days prior to starting work, the Contractor shall deliver a construction notice to residents within 500 feet of the project, describing the project and indicating the limits of construction. The City will provide this notice.

2. Forty-eight hours prior to the start of construction, the Contractor shall distribute to the residents a second written notice prepared by the Contractor clearly indicating specific dates in the space provided on the notice when construction operations will start for each block or street, what disruptions may occur, and approximately when construction will be complete. An interruption of work at any location in excess of 14 calendar days shall require re-notification. The Contractor shall insert the applicable dates and times at the time the notices are distributed. This notice shall also include specific dates and times water and sewage will be interrupted during the project.

The written notices shall be photocopied and distributed by the Contractor. Errors in distribution, false starts, acts of God, strikes or other alterations of the schedule will require Contractor re-notification using an explanatory letter furnished by the City. 9-4 CONTRACTOR'S LICENSES. At the time of the award and until completion of work, the General Contractor shall possess a General “A” Contractor’s License in the State of California. At the start of work and until completion of work, the Contractor and all Subcontractors shall possess a Business License issued by the City of Stanton. 9-5 CONTRACTOR'S PERMITS. From the time of Mobilization and until the completion of work, the General Contractor shall possess an Encroachment Permit from the following jurisdictions where work is occurring per the contract documents:
• City of Stanton – “No-Fee”
• City of Garden Grove
22 Encroachment Permits for Traffic Control shall be acquired from the following jurisdictions impacted or immediately adjacent to the different project areas:
• CalTrans
• City of Anaheim
• County of Orange
Bid prices are to be inclusive of fees and costs associated with procuring all Encroachment Permits. Encroachment Permits are to cover any General and/or any Subcontractor performing work within the affected jurisdiction above.
23 PART 2

CONSTRUCTION MATERIALS
200-2 UNTREATED BASE MATERIAL
200-2.4 Crushed Miscellaneous Base.
200-2.4.1 General: [Add to this section]
The Contractor shall use crushed miscellaneous base as the base materials.

SECTION 201 --- CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE
201-1.1.2 Concrete Specified by Class. Add to this section: “Portland Cement concrete for construction shall be Class 560-C-3250.”
201-2 REINFORCEMENT FOR CONCRETE
201-2.2.1 Reinforcing Steel. Add to this section: “Reinforcing steel shall be Grade 60 steel conforming to ASTM A 615 with 2-inch minimum cover unless shown otherwise on the plans.” SECTION 203 --- BITUMINOUS MATERIALS
203-5…SLURRY SEAL
203-5.1 General. [Add the following to the end of the subsection]:

The Slurry Seal used, where specified, shall be Type II Recycled Asphalt Pavement (RAP), PMCQS-1h 3% (3% Latex) per Section 302-16 of these specifications and construction note designation.
203-6…ASPHALT CONCRETE
203-6.1 General. [Add the following to the end of the subsection]:

Asphalt Concrete base course and leveling course shall be ¾” maximum aggregate Type III-B2- PG 64-10 per Section 203-6.5 of the Standard Specifications 203-11 ASPHALT RUBBER HOT MIX (ARHM)
203-11.2 General. ADD the following:

Surface course paving shall be ½” maximum aggregate Type ARHM-GG-C per Section 203-

11.3 of the Standard Specifications
24 SECTION 214 --- TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND

PAVEMENT MARKERS
214-6 PAVEMENT MARKERS.
214-6.3 Non-Reflective Pavement Markers.
214-6.3.1 General. Add to this Section: “All new non-reflective pavement markers types A and AY shall be ceramic.”
214-6.4 Retroreflective Pavement Markers.
214-6.4.1 General. Add to this Section: “All new reflective pavement markers shall have glass-covered reflective faces or be 3M Series 290.”
25 PART 3

CONSTRUCTION METHODS
SECTION 300---EARTHWORK
300-1 CLEARING AND GRUBBING
300-1.3.1 General. Add to this section: “The work shall be done in accordance with Section 300-1.3.2 of the Standard Specifications except as modified and supplemented herein.

Joins to existing pavement lines shall be full depth sawcuts. Final removal between the sawcut lines may be accomplished by the use of jackhammers or sledgehammers. Pavement breakers or stompers will not be permitted on the job. The Engineer must approve final removal accomplished by other means.

The Contractor shall maintain the job site in a clean and safe condition. The Contractor will remove any broken concrete, debris or other deleterious material from the job site at the end of each workday. All areas of roadway removal and replacement shall have a minimum trench width of 3-feet to facilitate maximum compaction. Contractor shall meet with the Engineer to mark out the areas of roadway removal and replacement.” 300-1.3.2 Requirements. [Add the following]:
(a) Bituminous Pavement. It shall be the Contractor’s responsibility to dispose of all suitable bituminous pavement at a recycling facility. The expense for such work shall be deemed as included in the unit price for various items of work in the contract. No additional compensation will be allowed.
(c) Concrete Curb, Walk, Gutters, Cross Gutters, Driveways, and Alley Intersections.

Replace the first sentence of this Section with: “Saw cuts shall be neatly made to a minimum of two (2) inches.” Replace the words “1-½ inch” of the last sentence with the words “two (2) inches”. (d) Miscellaneous
In addition to the work outlined in Subsection 300-1 of the Standard Specifications, the following items listed below will not be paid separately. The expenses for such work shall be deemed as included in the price bid for various bid items and no additional compensation will be allowed.

1. Tree removal and relocation, as required.

2. Removal of interfering portions of fences, planters, sign foundations, vegetation and irrigation systems.

3. Maintain dust control at all times by watering.
26 4. Protection of utilities, trees, fences, walls signs and other facilities within the construction zone, except those directed to be removed or relocated.

5. Relocation of existing parking bumpers, flag poles, posts, guard posts, curb drains, mailboxes and private property lighting systems not covered under other items of work.

6. Removal and salvaging of existing signs.

7. Removal and salvaging of existing bus shelters, street furniture and other appurtenances.

8. Removal of existing A.C. berm.

9. Removal of existing parkway drainage improvements such as curb drains, parkway culverts, etc.

10. All sawcutting of existing A.C. pavement and concrete pavement surfaces necessary to facilitate construction of the project.

11. Notifying owners of all newspaper machines and vending machines to remove their facilities from street. Contractor shall remove and dispose of said facilities if no action is taken by Owner.

12. Removal of any other items within the work zone which are not accounted for under individual items of work in these specifications. 300-1.5 Solid Waste Diversion. Non-reinforced concrete and asphalt wastes generated from the job site shall be disposed of at a facility that crushes such materials for reuse. Excess soil and other recyclable solid wastes shall not be disposed of at a sanitary landfill.

The Contractor shall maintain monthly tonnage records of total solid wastes generated and solid wastes disposed of at a sanitary landfill. The Contractor shall report said tonnage monthly to the Engineer on a form provided by the Engineer and provide appropriate confirmation documentation from the recycling facility.
300-2 UNCLASSIFIED EXCAVATION
300-2.1 General [Add the following to the end of the section]. “Unclassified excavation shall include excavating, removing, hauling and disposal of all material including asphalt concrete pavement to the subgrade elevations indicated on the plans as required to construct the new improvements.
27 Removal of asphalt concrete and aggregate base shall be made at the locations shown on the plans, or as specified in the field by the Engineer. Asphalt pavement shall be removed to clean straight lines by saw cutting.

Unclassified Excavation includes, but is not limited to, the removal of existing asphalt concrete pavement and portions of the existing aggregate base and disposed of to the grading plane, as shown on the plans in order to construct the pavement structural section to the line, grade and depth as shown on the plans.

Care shall be exercised to prevent removal below the designated grading plane. Areas excavated below grade shall be filled with suitable material and compacted by the Contractor. Removal in excess of the planned or authorized cross section will not be paid for except as provided in “Section 3”. The Contractor shall backfill and compact unauthorized excavated areas to the original planned section at its expense.

Unless directed by the Engineer, backfilling and compacting of these unapproved removal areas is considered excluded in the per-unit price bid for “Unclassified Excavation,” and no additional compensation will be allowed therefore.

The Contractor’s attention is directed to the soils condition that will be encountered beneath the existing pavement structural section. The soil type for these streets is typically silty, clay-sand, which is susceptible to pumping if heavy vehicles and/or equipment are repeatedly driven on the base section once the asphalt concrete pavement is removed. The Contractor shall conduct its pavement removal and replacement operation in order to minimize pumping of the sub-grade.

The areas and quantities shown on the plans are given only for the Contractor's aid in planning the work and preparing bids. The Engineer shall designate the limits to be removed, and these designated areas shall be considered to take precedent over the areas shown on the plans. No guarantee is made that areas or quantities shown will equal the areas or quantities designated by the Engineer.

Unless directed otherwise by the Engineer, stockpiling of removal material will not be allowed in or around the project site.
300-2.2 Unsuitable Material.
300-2.2.1 General. [Add Section 300-1.3.2 (a) "Bituminous Pavement" as Section 300-

2.2.3 and amend as follows]:

Bituminous pavement removals shall be saw cut at the designated lines of removal shown on the Plans or as designated by the Engineer. Minimum laying depth of new pavement material shall be full depth at join lines.

The areas and quantities shown on the plans are given only for the Contractor's aid in planning the work and/or preparing bids. The Engineer shall designate the limits to be removed and these designated areas shall be considered to take precedence over the areas shown on the plans. No 28 guarantee is made that areas or quantities shown will equal the area or quantities designated by the Engineer. Spalled or loose blocks of pavement and cracks wider than 3/8"-inch will be deemed justification for extending or adding to the removal and replacement of asphalt concrete pavement.

The areas indicated for removal and reconstruction shall be excavated to the full depth of the proposed pavement section, where directed by the Engineer, aggregate base and/or native soil shall be removed to correct a subsurface problem.
300-2.6 Surplus Material. Add to this Section: “All surplus material shall be disposed of in a legal manner at the expense of the Contractor. Bituminous material shall be disposed of in accordance with Subsection 300-1.3.2.”
SECTION 301 - TREATED SOILS, SUBGRADE PREPARATION AND PLACEMENT

OF BASE MATERIALS
301-1 SUBGRADE PREPARATION
301-1.2 Preparation of Subgrade. After the last paragraph, ADD the following text:

The Contractor shall scarify, grade and re-compact the top 6-inches of base material if exposed. 300-1.3 Relative Compaction. [Add the following paragraph after the first paragraph]:

The relative compaction requirements specified above shall apply unless higher relative compaction values are required in the Plans or Special Provisions. The higher values shall apply to the subgrade.

After the existing asphalt concrete pavement is removed, the existing aggregate base shall be recompacted. Compaction requirements shall be as specified in Subsection 211-2.3 of the Standard Specifications. The in-place maximum density shall be listed as per TMC 231 and Lab maximum density as per TMC 216.

The expenses for compaction shall be deemed as included in the price bid for various bid items and no additional compensation will be allowed.
301-2 UNTREATED BASE
301-2.1 General After the last paragraph, ADD the following text:

Proposed improvements will require the import, grading, and compaction of the additional base material for localized pavement reconstruction, roadway reconstruction and below sidewalks, curb and gutter, median curbs, cross gutters, curb ramps, etc. 29 SECTION 302---ROADWAY SURFACING
[Add the following sub section]
302-1 WEED ABATEMENT & CRACK SEAL. :

After cold milling operations and prior to any paving operations all pavement surfaces shall be inspected, weed abated, and crack sealed/filled. Weed kill shall be applied to all cracks as well as areas exhibiting vegetation growth within or along the edge of the roadway. All cracks ¼-inch or greater in width shall be cleaned, and sealed with a hot-applied crack sealant approved by the Engineer. Crack sealant shall not over-band the crack or extend above the roadway surface. Holes, spalls, and cracks greater than 1-inch in width shall be filled and compacted to a 95% minimum relative compaction with a III-C3-PG 64-10 asphalt concrete mix. The pavement shall then be cleaned with a power broom.

For the Slurry Portion of the project:

Cracks shall be cleaned of all dirt, sand, and debris using no less than a 175 cfm compressor at 100 psi to insure cleanliness of asphalt walls to a proper depth (1:1 ratio).

Crack sealing shall comply with 303-1.8.7 of Standard specifications. • Cracks larger than 1/4-inch and up to and including 3/8” shall be routed to a width of 1/2” and a depth of 3/4” and shall be filled.
• Cracks greater than 3/8” shall be filled but need not be routed. • Cracks in excess of 1-inch in width shall be filled with asphalt.

The Contractor is cautioned to make his/her own estimate of the linear footage of cracks to be filled. All filled cracks shall be made flush with surround pavement surface. All freshly applied sealant shall be immediately be covered with sand or rock dust to prevent tracking by vehicle tires when opened to traffic. All debris generated by the pavement crack cleaning shall be removed from the area before the end of the day on which the cleaning occurs.

All vegetation shall be removed by mechanical means using a 1/4” wide rotating blade to insure proper vegetation removal in narrow cracks. Prior to, or after removal, herbicide approved by the Engineer shall be applied to cracks. The approved herbicide should be applied at least ten (10) days prior to the placing of the slurry.

Moisture shall be removed using a hot air lance accompanied by no less than a 175 cfm compressor producing an air stream velocity of 3,000 ft/sec and heated air temperature of 295°F with no direct flame.

Sealant shall be applied in prepared cracks by inserting a nozzle into the crack and filling it from the bottom up with the approved sealant material.

Sealant shall be applied according to manufacturer’s specifications, using manufacturer’s recommended equipment. Manufacturer’s specifications and equipment recommendations shall be furnished to the Engineer prior to construction.
30 After filling the cracks with sealant, a "U" shaped squeegee shall be used to strike off excess material and to provide a band-aid effect with the sealant. Any excess sealant material shall be removed from asphalt surfaces. After the sealant has cooled, there should be a depression between 1/8 and 1/4“ in depth.
302-5 ASPHALT CONCRETE PAVEMENT.
302-5.1 General. Add to this section:

Localized Pavement Removals & Patching Operations – In areas designated for localized pavement removal and replacement, all such AC removals shall occur PRIOR the initial pavement grinding operations have been conducted and a site review has been made with the City to verify the final limits of required removal and replacement. Contractor shall be required to coordinate such efforts with the City Inspector and to plan accordingly to ensure the required construction phasing requirements are met. Final AC base paving shall be placed and compacted on areas of Localized Patching on the same day as its removal and shall be installed in two lifts at 4” maximum per lift..
302-5.4 Tack Coat. Add to this section: “Prior to placing the asphalt concrete patches, a tack coat of Type SS-1h asphaltic emulsion at a rate not to exceed one –tenth (1/10) of a gallon per square yard shall be uniformly applied to existing AC and PCC surfaces and edges against which asphalt concrete is to be placed.”
302-5.5 Distribution and Spreading. Add to this section: “At those locations where new asphalt concrete pavement overlay joins existing asphalt pavement, the Contractor shall rake out all aggregate 3/8" or larger and feather the new paving to form a smooth transition to join the existing pavement.

In residential areas no highway rated equipment or trucks are to be used (eg. no super trucks).

Use truck and trailers or transfers. Use of heavier rated trucks must be approved by Engineer.

The top 1.5 inches of asphalt shall be placed in a separate lift.

An automatic leveling device (Ski), with a minimum length of 30 feet, shall be used on the paving machine for both level course and overlay operations unless omitted by the Engineer.

Where feathering is required, the asphalt concrete shall be raked sufficiently to remove the coarse aggregate and provide a smooth and even transition to the existing pavement.” 302-5.6 Rolling.
302-5.6.1 General. Add to this section: “Asphalt concrete will be thoroughly compacted by rolling as soon as a layer of the material has been placed. Rolling will commence along the lower edge and continue until the edge is thoroughly compacted. The roller will then be gradually advanced to the crown point, both sides being rolled in a like manner. Rolling will 31 continue until the pavement layer has become thoroughly compacted to the specified grade and cross-section.

Placement of AC in over-excavated areas shall be done with minimum disturbance to the subgrade. Compacting shall be done with light rolling a steel wheel roller with compaction requirement waived. AC shall be placed in lifts not exceeding 150 mm in compacted thickness and shall be allowed to cool for 24 hours before placing the next lift.

If the asphalt concrete pavement material has cooled below the minimum spreading temperature (260 °F) prior to completing the initial breakdown, the surface will be removed by an approved method to provide a minimum one-inch of depth for new paving material, without causing any feather-edges at joints. The contractor will then repave the area to the requirements herein.

Rollers will be self-propelled. Two axle, steel wheel tandem rollers will weigh not less than eight (8) tons (7,260 Kg). Vibratory rollers shall be used. All rollers must be in good mechanical condition, capable of smooth straight path operation. No leakage of any petroleum products will be allowed. The surface of all roller wheels will be treated with sufficient water to prevent pickup of bituminous materials, but not sufficient to be detrimental to the pavement.” 302-5.6.3 Ride Quality Standard. Add to this section: “If, in the opinion of the City Engineer, the ride quality of the final asphalt concrete is not acceptable, the contractor shall, within seven (7) calendar days of placement of the final paving surface, have the surface profiled using a California Profilograph in accordance with California test 526 and provide the City with an original profile graph. The City may, at their discretion, delete this item from the contract if it is determined that the ride quality is acceptable. The cost for this work shall be the fixed lump sum amount and no additional compensation will be allowed. The time allotted for the Profilograph and any surface repair (as indicated by the Profilograph) shall be included in the contract time specified for this project and no additional time or compensation will be allowed.

If the finished surface of the asphalt concrete on the traffic lanes does not meet the specified surface tolerance, it shall be brought within tolerance by either (1) abrasive grinding, or (2) removal and replacement. The method will be selected by the Engineer. The corrective work shall be at the contractor's expense.
302-5.7 Joints. Add to this section: “Joint lines between successive runs by paving operation shall be within 15 cm of lane lines of minimum 3.65 meters outside of the outermost lane line.” 302-5.8 Manholes (and other Structures). Add to this section: “Adjustment to grade of manholes shall conform to the provisions of the Standard Specifications of the County Sanitation Districts of Orange County and these Special Provisions:

The method of adjusting existing manholes in areas of new construction or reconstruction shall be as follows:
(1) Manhole frames and covers and manhole shafts shall be removed to a depth of six inches below subgrade and covered with an adequate steel cover. 32 (2) Upon completion of roadway construction, circular holes shall be cut where the manhole exists.
(3) The manhole cover is unstable or noisy under traffic said condition(s) shall be corrected by placing a coil of asphalt saturated rope, a plastic type washer or asphaltic compounds, as approved by the Engineer, on the cover seat. The Contractor will exercise care so that surface materials such as rocks, dirt and debris do not enter lines.”
302-5.8.1 Adjustment of Water Valve Covers. Add to this section: “Existing valve covers shall be adjusted to grade by the Contractor per City of Stanton Water Department Standards and Specifications for water valve construction. Water valves shall be protected in place and shall be accessible at all times during construction.” The Contractor shall notify the Golden State Water Company forty-eight (48) hours prior to the beginning of work.”
[Add the following sub-section]
302-9 ASPHALT RUBBER HOT MIX (ARHM)
302-9.1 General. MODIFY to ADD the following:

All ARHM shall comply with section 203-11 of the Standard Specifications. The Contractor shall submit a copy of the asphalt concrete mix design, a sample of the asphalt concrete, a sample of the aggregate, and a sample of the paving asphalt to the City or its designated laboratory a minimum of two weeks prior to the start of construction.

The Contractor shall use a PG Asphalt Binder.

PG Asphalt binder shall conform to the following requirements:

Description
Asphalt shall consist of refined petroleum or a mixture of refined liquid asphalt and refined solid asphalt, prepared from crude petroleum. Asphalt shall be free from residues caused by the artificial distillation of coal, coal tar, or paraffin, free from water and homogeneous.

Materials
The Contractor shall furnish asphalt in conformance with the State of California Department of Transportation (Caltrans) "Certification Program for Suppliers of Asphalt." Caltrans maintains the program requirements, procedures, and a list of approved suppliers at:
http://www.dot.ca.gov/hq/esc/Translab/fpmcoc.htm.

The Contractor shall ensure the safe transportation, storage, use, and disposal of asphalt.

The Contractor shall prevent the formation of carbonized particles caused by overheating asphalt during manufacturing or construction.
33 Sampling
The Contractor shall provide a sampling device in the asphalt feed line connecting the plant storage tanks to the asphalt weighing system or spray bar. The sampling device shall be accessible between 600 and 750 mm above the platform. The Contractor shall provide a receptacle for flushing the sampling device.

The sampling device shall include a valve:
a) With a diameter between 10 and 20 mm
b) Manufactured in a manner that a one-liter sample may be taken slowly at any time during plant operations
c) Maintained in good condition
The Contractor shall replace failed valves. In the presence of the Engineer, the Contractor shall take 2 one-liter samples per operating day. The Contractor shall provide round friction top containers with one-liter capacity for storing samples. 302-9.3 Distribution and Spreading. MODIFY to ADD the following:

The Contractor shall make modifications to the proposed mix design as required by the City or its designated laboratory to insure that the proposed asphalt concrete mix will meet the minimum stability ("S") values. No asphalt concrete shall be placed until such time as the City has tested and approved the Contractor's proposed asphalt concrete mix design. Aggregate produced from slag resulting from any steel-making process or from air-cooled iron blast furnace slag shall not be used on this project.

Asphalt concrete shall be placed with a paving machine equipped with a "Preco" attachment or similar device for use in obtaining constant cross- slope and maximum joint quality.

Apply SS-1H tack coat at a rate not to exceed one-tenth (1/10) gallon per square yard uniformly in one coat on all vertical joins of AC patching and P.C.C. surfaces and edges against which ARHM is to be placed. Diesel fuel shall not be used for cleaning purposes within the limits of this project.

All surfaces to be overlaid shall be cleaned by the use of a broom and a vacuum sweeper. The overlaid surface shall be free of water, dust, or foreign material before tack coat is applied. All raised pavement markers shall be removed prior to the placement of any asphalt concrete overlay. Removal of all AC slurry seal residue from gutter edge should be completed prior to paving.

The Contractor shall utilize a paving machine equipped with an automatic adjusting screed, which is actuated by a 30-foot "ski", for the entire ARHM overlay. 34 Breakdown compaction shall be performed with a two-axle or three-axle tandem or three-wheel roller weighing not less than 12 tons for all ARHM lift thickness of four (4) inches or less.

Breakdown compaction shall be performed with a vibratory roller weighing not less than 12 tons for all ARHM lift thickness between two (2) and four (4) inches. When more than one layer of ARHM is required, the layers shall be of equal thickness. 302-9.4 Rolling. MODIFY to ADD the following:

Rolling along a joint shall be such that the widest part of the roller is on the hot side of the joint.

Join lines between successive runs shall be within six (6) inches of lane lines or a minimum of twelve (12) feet outside of the outer most lane line.

Lots consisting of 500 tons will be established for ARHM areas to be tested. The City will require the contractor or its designated laboratory to perform density testing utilizing a properly calibrated nuclear asphalt-testing device. The Contractor shall pay for all initial testing and a reasonable amount of retesting utilizing the nuclear asphalt-testing device. If the test results for any lot of ARHM indicate that the relative compaction is below 95 percent the Contractor will be advised that he is not attaining the required relative compaction and that his materials or his procedures, or both, need adjustment. ARHM spreading operations shall not continue until the Contractor has notified the Engineer of the adjustment that will be made in order to meet the required compaction. Core testing of areas not meeting the 95 percent requirement will be conducted by the City's designated lab. Any and all testing beyond the initial core testing will be at the sole expense of the Contractor.

If the test results for any lot of ARHM continue to indicate that the relative compaction is less than 95 percent after adjustments have been made, the ARHM represented by that lot may be required to be removed and replaced at the Contractor's expense and the Contractor shall suspend all further paving operations until the Contractor can demonstrate to the City that relative compactions of 95 percent can be obtained. It shall be the sole judgment of the City Engineer to determine adequate remedy and/or a reduction in compensation for any lot failing to meet 95 percent relative compaction.

The City's designated laboratory will obtain samples of the ARHM from each lot to perform extraction tests to insure the proper aggregate gradation and asphalt content is being supplied in accordance with the approved ARHM mix design. If the test results for any lot of ARHM indicate that the ARHM does not meet the requirements of the approved mix design the Contractor will be advised that he is not attaining the required composition and grading and that his materials need adjustment. ARHM spreading operations shall not continue until the Contractor has notified the Engineer of the adjustment that will be made in order to meet the approved mix design. If the test results for any lot of ARHM continue to indicate that the composition and grading does not conform to the approved mix design after adjustments have been made, the ARHM represented by that lot shall be removed and replaced at the Contractor's expense and the Contractor shall suspend all further paving operations until the Contractor can demonstrate to the City that the ARHM is in accordance with the approved mix design. 35 The Contractor shall provide for adequate quality control measures to insure that delivery of asphalt rubber shall be neither too slow nor too fast to prevent stopping of the paving operation and/or cooling of the asphalt rubber material. Material delivery scheduling and handling is critical to provide for optimum compaction opportunity and maximize ride quality performance. 302-9.7 Rock Dust Blotter. MODIFY to ADD the following:

Rock dust blotter material shall be required immediately after the completion of the "finish rolling" and prior to opening to traffic to prevent bleeding and tracking of the asphalt rubber material.

All excess rock dust blotter shall be removed from the street at the end of each workday. The removal of the rock dust blotter shall include removal from adjacent streets as needed. No excess rock dust blotter shall be left on any street after normal work hours. The cost of this application will be included into the contract unit price bid for ARHM.

ADD:
302-9.10 Material Transfer Device (Shuttle Buggy).
302-9.10.1 General. The Shuttle Buggy shall be used for the placement of ARHM. The material transfer device speed shall be adjusted to the speed of the paver to maintain a continuous, nonstop paving operation. 302-9.10.2 Materials and Equipment. The Shuttle Buggy shall have a minimum surge capacity of 15 tons, shall be self-propelled and capable of moving independent of the paver, and shall be equipped with the following:
a) Front-Dump Hopper and Conveyor. The conveyor shall provide a positive restraint along the sides of the conveyor to prevent material spillage. Shuttle Buggies having paver style hoppers shall have a horizontal bar restraint placed across the foldable wings which prevents the wings from being folded.
b) Paver Hopper Insert. The paver hopper insert shall have a minimum capacity of 14 tons. c) Mixer/Agitator Mechanism. This re-mixing mechanism shall consist of a segmented, anti-segregation, re-mixing auger or two full-length longitudinal paddle mixers designed for the purpose of re-mixing the ARHM. The longitudinal paddle mixers shall be located in the paver hopper insert.
302-9.10.3 Structures. The Shuttle Buggy may be allowed to travel over structures under the following conditions:
a) Approval will be given by the Engineer.
b) The vehicle shall be emptied of ARHM material prior to crossing the structure and shall travel at crawl speed across the structure.
36 The tires of the vehicle shall travel on or in close proximity and parallel to the beam and/or girder lines of the structure.
302-15 FIBER REINFORCED ASPHALT CONCRETE (FRAC).
302-15.1 Description
Fiber Reinforces Asphalt Concrete (FRAC)
This work shall consist of providing and placing FRAC in accordance with these specifications and lines, grades, thicknesses and typical cross-sections shown in the plans. Furnish all materials, equipment, labor and incidentals for mixing fiber in hot mix asphalt (HMA), when fiber is required as a mixture ingredient. Paving FRAC shall be in accordance with these specifications as well as those outlined in section 302-5 of these and the standard specifications, whichever is more stringent.

Definitions:

1. Reinforcing Fibers: High tensile strength aramid fiber blend specially formulated to reinforce hot mix asphalt.

2. Fiber Reinforced Asphalt Concrete (FRAC): A mixture of hot or warm mix asphalt and reinforcing fibers that has greater resistance to rutting, thermal cracking, fatigue cracking, and reflective cracking as compared to conventional non-fiber asphalt mixes.

3. Fiber Reinforced Asphalt Rubber Hot Mix (FR-ARHM): A mixture of rubberized asphalt and reinforcing fibers that has greater resistance to rutting, thermal cracking, fatigue cracking, and reflective cracking as compared to non-fiber rubberized asphalt mixes.

4. Aramid Dispersion State Ratio (ADSR): A measure of the dispersion efficiency of the Reinforcing Fibers within asphalt mixes. ADSR is calculated by comparing the mass of aramid in the individual state to the total mass of extracted aramid fibers, expressed as a percentage.

REFERENCES:

1. ASTM D2172, Standard Test Methods for Quantitative Extraction of Bitumen from Bituminous Paving Mixtures

2. ASTM D6433, Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys.

3. AASHTO T322, Determining the Creep Compliance and Strength of Hot-Mix Asphalt (HMA) Using the Indirect Tensile Test Device.

4. AASHTO TP79, Standard Method of Test for Determining the Dynamic Modulus and Flow Number (FN) for Asphalt Mixtures Using the Asphalt Mixture Performance Tester. 37 5. Zeiada, W., Underwood, S., Stempihar, J., “Extraction of Aramid Fibers from Fiber Reinforced Asphalt Concrete – Special Test Method”, Arizona State University, May 11, 2016.

SUBMITTALS:

1. Submit the following as part of the submittal package:
a. Representative fiber product sample.
b. Fiber product data sheet and certification from the Manufacturer that the fiber product supplied meets the requirements of this specification.
c. Manufacturer’s instructions and general recommendations. d. Performance results of ADSR testing from a minimum of three separate laboratory trials to validate Dispersion Efficiency.
e. Performance results of PCI testing from a minimum of three separate field trials to validate Cracking Resistance.
f. Performance results of FN testing from a minimum of three separate laboratory trials to validate Rutting Resistance.
**NOTE: Testing is NOT required on samples from the job mix, submit previously completed lab testing only.

2. Submit a minimum of five unique project examples and references where the reinforcing fiber product was used within 250 miles of the project location. 302-15.2 Materials and Performance
Reinforcing Fiber Properties

1. Provide a reinforcing fiber blend of Virgin Polyolefins and Virgin Aramids that meets the requirements in Table 1 and Table 2 below.

Table 1
Reinforcing Fiber Material Properties
Property Test Method Polyolefin Aramid
Form Manufacturer
Certification Serrated Monofilament
Nominal Specific Gravity ASTM D276 0.91 1.44
Tensile Strength (psi) ASTM D7269 NA1 400,000
Length (in) Manufacturer
Certification 0.75 0.75

1. Polyolefin fibers will melt or become plastically deformed during production Table 2
38 Reinforcing Fiber Performance Properties
Performance Measure Test Method Standard Requirement
Dispersion Efficiency
Aramid Dispersion
State Ratio
(ADSR)
Modified ASTM
D2172 ≥ 85%
Field Performance
Cracking Resistance
Pavement
Condition Index ASTM D6433
≥ 10 PCI Points
Increase,
Minimum 4 Years
Resistance to Permanent
Deformation (Rutting)
Flow Number
(FN) AASTHO TP79 ≥ 75% increase
a. Fiber blend performance test results complying with Section D.2 below must be submitted at least two weeks prior to bid date for approval by engineer. b. Non-aramid fiber blends will not be considered as acceptable alternatives to this specification.
302-15.3 Performance Testing Requirements
All historical test results submitted to validate the fiber’s performance in asphalt mixes shall be from previously completed laboratory and field trials using plant-produced FRAC from a documented source only. Results from lab-produced FRAC or FRAC from an undocumented source will not be accepted. Testing is NOT required on samples from the job mix.

Fiber dosage rate in all submitted test reports must be equal to the rate proposed for this project.

Only testing performed by an AASHTO accredited laboratory or nationally recognized university testing lab will be considered.
a. Aramid Dispersion State Ratio (ADSR) Tests from a minimum of three (3) separate laboratory trials.

1. Perform ADSR test based on modified ASTM D2172 procedures as provided in the document entitled “Extraction of Aramid Fibers from Fiber Reinforced Asphalt Concrete – Special Test Method”. A copy of the modified extraction methodology can be obtained by making an inquiry to the Pavement and Materials Laboratory at Arizona State University at [email protected].

2. To validate ADSR results, average extracted aramid fiber quantity must equal 0.007 percent by total sample weight with no individual result less than 0.005 percent of the total sample weight.

3. All tested fiber mixes must achieve a minimum ADSR of 85%. b. Pavement Condition Index (PCI) side by side comparison from a minimum of three (3) field trails with a minimum in-service pavement age of four years.
39 1. PCI surveys shall be performed according to ASTM D6433.

2. Tests results shall include a control and a fiber reinforced pavement section. FRAC mix shall be identical to control mix except for the inclusion of fibers added at the same dosage as proposed on the project.

3. In field performance sections shall be subject to the same environmental and traffic conditions. A minimum surface area of 500 yd2 per FRAC and controlsection is required.

4. PCI results from fiber sections shall show a minimum 10 PCI points greater than the control section after a minimum of 4 years.
c. Flow Number (FN) Tests from a minimum of three (3) separate laboratory trials.
a. Perform FN tests using the protocol from AASHTO TP79. b. Tests results shall include a control and a fiber reinforced mix. FRAC mix shall be identical to control mix except for the inclusion of fibers added at the same dosage as proposed on the project.
c. Results from fiber specimens shall each show an average FN increase of at least 75% over control specimens.
302-15.4 Construction Requirements
Add aramid and polyolefin reinforcing fiber blends at a dosage rate of one (1) pound fiber per one (1) ton of asphalt. Add alternative aramid fiber blends at a rate proposed by the manufacturer that achieves the ADSR, PCI, and FN results required by Section 302-15.2. Have a fiber manufacturer’s representative on site during mixing and production. This requirement can be waived if fiber manufacturer and asphalt producer can supply evidence of manufacturer’s brand of fiber being successfully produced a minimum of three times at the asphalt plant to be used for the project.

1. Batch Plant. When a batch plant is used, add fiber to the aggregate in the weigh hopper and increase both dry and wet mixing times. Ensure that the fiber is uniformly distributed before the injection of asphalt cement into the mixture.

2. Drum Plant:
a. Inject fibers through the RAP collar using an automatic, metered air blown system to promote rapid and complete fiber dispersion. System must automatically record fiber addition data so as to remove human error. Rate the feeding of fibers with the rate the plant is producing asphalt mix. If there is any evidence of fiber bundles at the discharge chute, increase the mixing time and/or temperature or change the angle of the fiber feeder line to increase dry mixing time.
b. Manual feeding of the fibers is not allowed.
40 c. Add fibers continuously and in a steady uniform manner. Provide automated proportioning devices and control delivery within ±10% of the mass of the fibers required. Perform an equipment calibration to the satisfaction of the fiber manufacturer’s representative to show that the fiber is being accurately metered and uniformly distributed into the mix.
d. Include the following with the air blown system:
• Low level indicators
• No-flow indicators
• A printout of feed rate status in pounds/minute
• A section of transparent pipe in the fiber supply line for observing consistency of flow or feed.
• Manufacturer’s representative’s approval of fiber addition system 302-15.5 Delivery, Storage and Handling
Deliver fiber-reinforcement in sealed, undamaged containers with labels intact and legible, indicating material name and lot number.

Deliver fiber-reinforcement to location where it will be added to each batch or loaded into the mixer.

Store materials covered and off the ground. Keep sand and dust out of boxes and do not allow boxes to become wet.
302-15.6 Placement
Follow manufacturer’s and engineer’s recommendations for placement of FRAC. 302-15.7 Quality Control
At the discretion of the Engineer, FRAC mix from the project site may be randomly sampled for an analysis of the dispersion state of aramid fibers using the ADSR test procedure defined in Section D.2.a. If test results show ADSR < 85%, the Engineer may require the Contractor to cease operations until a correction plan has been submitted and approved.

Aramid Dispersion Visual Test: Collect a 10kg sample of mix from the discharge chute during first 50 tons of producion. Visually assess the state of aramid fibers in the sample according to Reference 4 (Section B of this specification) and rate the sample as “Pass” or “Fail”.

1. “Pass” = All fibers exist in an Individual State and no Undistributed Clips or Agitated Bundles of fiber are detected.

2. “Fail” = One or more Undistributed Clips or Agitated Bundles are detected. a. If a sample is rated as “Fail”, adjust mixing operations to improve fiber dispersion and repeat Step 1 above.
41 b. If Visual Test results in three consecutive “Fail” ratings, plant mix samples should be sent to a third party laboratory for complete ADSR testing before production is allowed to commence.
c. In addition to Visual Test, use a shovel to inspect FRAC mix in the back of first three trucks and every tenth truck thereafter to confirm adequate blending of the fiber. d. Remove any observed fiber bundles from placed mixture and adjust operations per the manufacturer’s recommendation to eliminate future fiber bundle development, and repeat Steps 2 through 4 above to confirm adequate aramid fiber dispersion. 302-15.1 Description
Fiber Reinforced HMA
This work shall consist of providing and placing Fiber Reinforced HMA in accordance with these Specifications and lines, grades, thicknesses and typical cross-sections shown in the plans. Furnish all materials, equipment, labor, and incidentals for mixing fiber into HMA, when fiber is required as a mixture ingredient. Paving of FRAC shall be in accordance with these specifications as well as those outlined in section 302-5 of these and the standard specifications, whichever is more stringent. Final paving shall be completed no more than 5 days after the full width grind has been accomplished.

Definitions:

1. Fiber reinforced asphalt concrete (FRAC): A mixture of hot mix asphalt (HMA) and aramid reinforcing fibers.

2. Fiber additive: Mixture of aramid and other materials added to asphalt concrete at the time of mixing.

3. Effective Distribution: The ratio of individual distributed and fibrillated fibers to the undistributed or cluster/bundled fibers.

References:

ASTM D2172, Standard Test Methods for Quantitative Extraction of Bitumen from Bituminous Paving Mixtures.

ASTM D6931, Standard Test Method for Indirect Tensile (IDT) Strength of Bituminous Mixtures.

AASHTO T322, Determining the Creep Compliance and Strength of Hot-Mix Asphalt (HMA) Using the Indirect Tensile Test Device.

ASTM D276. Standard Test Methods for Material Identification.

ASTM D3379, Standard Test Methods for Tensile Strength and Elongation of Fiber and Yarn Type Materials
302-15.2 Materials
Pure Aramid mixed with Polyolefin Fibers at a rate of 2.1 ounces of pure aramid to 13.9 ounces of Polyolefin with an effective distribution rate of Aramid fiber at 90% is an acceptable product and meets the performance characteristics outlined below. If a different fiber additive is 42 proposed, performance characteristic test results shall be submitted as outlined in section 5-

04.3(7) A1 (General) at least two weeks prior to bid date.

No modifications to the job mix formula are required.

When Aramid fibers are used they shall meet the following properties.

Property Measure Standard
Material Aramid ASTM D276
Form Monofilament fibers Manufacturer
Certification
Length 0.75 inches (+/- 10%) Manufacturer
Certification
Specific Gravity 1.44 ASTM D276
Minimum Tensile Strength 400,000 psi ASTM D3379
Maximum Tensile Elongation 1.8 % ASTM D3379
Degradation Temperature 500 degrees C ASTM D276
Acid and Alkali Resistance Inert Manufacturer
Certification
302-15.3 Performance Characteristics
Performance characteristic testing shall be from previously completed laboratory trials performed on plant mixed FRAC. Testing is not required on samples from the job mix.

Performance characteristics must be from laboratory tests at a fiber dosage rate equal to the rate proposed for the project. Tests must be performed by an AASHTO accredited laboratory or nationally recognized university testing lab and must be reviewed and approved by the project engineer.

For Aramid Based Products use Fiber Extraction testing to prove effective distribution and quantity of aramid. For non-aramid based product proof or performance for item 2 (IDT Test) is required.

3. Fiber extraction.
a. Perform fiber extraction based on modified ASTM D-2172 procedures as provided in the document entitled “Extraction of aramid fibers from fiber reinforced asphalt concrete”. A copy of the modified extraction methodology can be obtained by making an inquiry to the Pavement and Materials laboratory at Arizona State University at [email protected].
43 b. Samples must be obtained during a production run of FRAC mixed at a full-scale asphalt plant.
c. Fiber extraction results should result in an average extracted fiber content of not less than 0.007 percent by total sample weight with no individual result less than 0.005 percent of the total sample weight.
d. Fiber extraction results should prove the effective distribution rate of aramid fiber applicable for this project (85% of 2.1 ounces of Pure Aramid). e. If the effective distribution rate is not met than the amount of Aramid fiber introduced into the mix should be increased or decreased such that 85% of 2.1 ounces of pure Aramid is mixed and distributed evenly into 1 ton of asphalt.

4. Indirect Tensile (IDT) Strength Test
a. Perform indirect tensile tests using the following protocol:
1) Specimen height range of 1.50 inches to 2.46 inches
2) Specimen diameter range of 4.00 inches to 5.91 inches 3) Actuator displacement rate of 2.0 inches/min (+/-0.1 inch/minute) 4) Test temperature range 40°F to 77°F
5) Other test parameters and methods as detailed in AASHTO T-322-12 or ASTM D6932-12.
b. Tests results shall include a control and a fiber reinforced mix. FRAC mix shall be identical to control mix except for the inclusion of fibers added at the same dosage as proposed on the project.
c. Indirect tensile test results from fiber specimens shall show an average tensile strength increase of 15 percent over control specimen with no less than 10 percent increase of average tensile strength.
302-15.4 Construction Requirements
Fiber supply system (Fiber Reinforced HMA) - Introduce the aramid product as follows:
a. Batch Plant - When a batch type plant is used, add the aramid product dosage to the aggregate in the weigh hopper. This may be done with loose fibers and a fiber metering device, or may be done by using manual dosing equipment. If necessary, increase the batch dry mixing time to ensure the aramid fibers are uniformly distributed prior to the injection of asphalt cement into the mixer.
b. Drum Plant - When a continuous or drier-drum type plant is used, add the aramid product to the RAP material to uniformly disperse with the aggregate and injected asphalt.

Use a separate aramid product metering device feed system to proportion by weight of total mix, the required percentage of fiber reinforcement into the mixture. Control the aramid product metering system with a proportioning device to meet the dosing requirements.

When a continuous or drier-drum type plant is used for limited production volumes, the addition of the aramid product may be done by using manual measuring tools or equipment and adding them directly onto the RAP belt or into the RAP opening on the plant. Because this is not an automated process, a written protocol must be supplied by the producer to demonstrate how they will attain the dosage requirement, and documentation must be supplied by the material 44 manufacturer assuring this method will produce the desired uniform aramid fiber distribution of

2.1 ounces of pure aramid at a 85% effective distribution rate.

Mix the aramid fiber with the aggregate longer, if needed, to allow thorough distribution of aramid fibers at the end of the mixing process and to promote asphalt coating of individual strands of aramid fiber. At the start of any fiber mixing, visually observe the reinforced HMA at the plant and in first three trucks at the point of discharge and prior to delivery to the job site. Observation shall include using a shovel or other device. Look for proper distribution of aramid fibers and make mixing adjustments if needed.

Have the fiber supplier’s representative on site during the first day of production mixing.

Mix Design
When aramid fiber is required as a mixture ingredient, modification to the job mix formula is not required.

Submit the following for approval:

1. Representative fiber product sample along with proposed dosage rate per ton of asphalt mix.

2. Fiber product data sheet and certification from the Manufacturer that the fiber product supplied meets the requirements of this Section.

3. Manufacturer’s instructions and general recommendations.

4. Performance characteristic test data of indirect tensile results from a minimum of three separate laboratory trials.

5. Performance characteristic test results of fiber extraction data from a minimum of three tests.

6. Performance characteristic test results of fiber extraction proving an effective distribution rate consistent to the dosage rate recommended for the project.

7. Submit a minimum of five project examples and references within 250 miles of the project location.

8. 3rd Party certification of Acid and Alkali Resistance.

9. 3rd Party certification of Degradation Temperature ASTM D276.

10. 3rd Party certification of Minimum Tensile Strength ASTM D3379

11. If Certification of Items 8, 9, or 10 cannot be produced by the supplier than a 5 pound spool of continuous fiber should be provided to the City for testing at the supplier’s expense.

Nonstatistical Evaluation
Mix designs for FRAC accepted by Nonstatistical evaluation shall; • Be submitted to the Project Engineer
• Have the aggregate structure and asphalt binder content determined • Have anti-strip requirements, if any, for the proposed mix design determined.

Anti-strip evaluation of HMA mix designs utilized that include RAP will be completed without the inclusion of the RAP.
45 At or prior to the preconstruction meeting, the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; • The proposed mix design that is within one year of the approval date • The proposed HMA mix design submittal
• The proposed mix design by a qualified City or County laboratory mix design report that is within one year of the approval date.

At the discretion of the Engineer, agencies may accept mix designs verified beyond the one year verification period with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design.

Mixing
Store aramid product in a dry environment and do not allow them to be in contact with moisture. Mix at least 2.1 ounces of pure aramid fiber with each ton of HMA. Never allow more than 4.0 ounces of aramid fiber per ton of HMA.

Acceptance of the Fiber Reinforcement will include the following factors.

1. Aramid fiber is properly proportioned based on documentation comparing fiber feed to HMA mix production.

2. By visual inspection at the end of the mixing process, there is no clumping of aramid fiber or aramid product and the aramid fibers are uniformly distributed.

3. The first 3 trucks of each production run should be visually inspected by the producer prior to the trucks leaving the production facility for compliance with item 2 of this section. [Add the following sub-section]
302-16 RAP Slurry Seal (Reclaimed Asphalt Pavement Slurry Seal) 302-16.1 GENERAL
Polymer Emulsion – Reclaimed Asphalt Pavement Slurry (RAPS) shall consist of a stable mixture of polymer modified cationic quick-set emulsified asphalt, reclaimed asphalt pavement(RAP), water and set control additives, proportioned, mixed and uniformly spread over a properly prepared surface or pavement where shown on the plans, as specified in this specification, and as directed by the Engineer.
302-16.2 MATERIALS
The materials for reclaimed asphalt pavement slurry, immediately prior to mixing shall, conform to the following requirements:
302-16.2.1 POLYMER MODIFIED EMULSION (PME)
Emulsified asphalt shall be PMCQS-1h 3% conforming to the requirements shown in the following table. The emulsion shall be homogeneous in color throughout and show no separation after thorough mixing. It shall break and set on the reclaimed aggregate within 5 minutes and shall be ready for vehicular traffic in 60 minutes. The PME shall meet the following requirements:
46 TESTS ON EMULSION TEST
METHOD

TYPICAL

RESULTS
SPECS.

MIN. MAX
Viscosity 77°F, SFS ASTM D244 22 15 90
Sieve test w% ASTM D244 0.01 0.3
Residue from distillation ASTM D244 61.5 57.0
Particle Charge Test ASTM D244 Positive

TESTS ON RESIDUE FROM DISTILLATION
Penetration 77°F, dmm ASTM D5 52 40 90
Ductility 77°F, dmm ASTM D113 100+ 40
Solubility in TCE, w% ASTM D2042 99+ 97.5
Torsional Recovery, %, min. CA332 22 18
The polymer used in the manufacture of polymer modified asphaltic emulsions shall be at the option of the Contractor, either neoprene, or a copolymer of butadiene and styrene. Polymer shall be milled or blended into the asphalt or blended into the emulsifier solution prior to the emulsification process. The amount of polymer solids shall be three percent (3%) of the asphalt residual content and shall be certified by the emulsion producer on each load of emulsion delivered to the job site. Samples of polymer may be required and shall conform to the following requirements.

Test Requirement
Total Solids, min % 60
Bound Styrene % 24 - 60
pH at 25 Degrees C 4.2 - 5.2
Brookfield Viscosity RVT 1000 - 4000
Residual Monomer % 0.08 max.
302-16.2.2 RAP AGGREGATE
RAP Aggregate shall consist of sound, durable, milled and/or crushed reclaimed asphalt pavement. The material shall be free from vegetable matter, loop wires, paving fabric, crushed concrete, brick and other deleterious substances. When tested in accordance with ASTM C136 and ASTM C117 the percentage composition by weight of the RAP shall conform to the following grading:

Sieve Size Percent Passing1 Percent Passing2
3/8" (9.5 mm) 100 100
No. 4 (4.75mm) 95-100 95-100
No. 8 (2.36 mm) 65-85 70-90
No. 16 (1.18 mm) 35-60 50-75
No. 30 (600 um) 18-38 35-55
No. 50 (330 um) 8-25 22-40
No. 100 (150 um) 5-20 13-38
No. 200 (75 um) 2-12 10-20
Residual Asphalt Content3 6.5.% Min.
47 (Based on dry weight of
aggregate)

1. On unextracted RAP. 2. On extracted RAP. 3. Determined by Binder Ignition ASTM 6307.

The RAP shall conform to the following quality requirements:

Test Test Method Requirement
Sand Equivalent ASTM D2419 60 Min.

Durability Index 55 Min.

Soundness ASTM C88 15% Max. Using NA2SO4. *
Abrasion Resistance ASTM C131 35% Max. After 500 Revolutions. * * On RAP Source Retained on Number 4 Sieve.
302-16.2.3 WATER
Water shall be potable, free of harmful soluble salts and shall be of such quality that the asphalt will not separate from the emulsion before the slurry seal is in place. 302-16.2.4 ADDITIVES
Additives may be used, as approved by the Engineer to accelerate or retard the break-set of the slurry seal or to improve the resulting surface.
302-16.3 MIX DESIGN
At least 7 working days before slurry seal placement commences, a certified job mix design shall be submitted by the Contractor for approval by the Engineer that conforms to the specification limits, and that is suitable for the traffic, climate conditions, curing conditions and final use. The report shall clearly show the proportions of reclaimed asphalt aggregate, water (min. and max.), additive(s) (usage) and asphalt emulsion based on the dry weight of the reclaimed asphalt aggregate. A laboratory capable of performing the applicable International Slurry Seal Association (ISSA) tests shall perform the tests and mix design. All components used in the mix design shall be representative of the materials proposed by the Contractor to be used on the project. The proposed slurry seal mixture shall conform to the requirements specified when tested in accordance with the following tests:

Test ISSA Test Method Requirement
Wet Track Abrasion Loss g/m2
(g/ft2 ) TB100 650 max.(60)
Slurry Seal Consistency (mm) TB106 30 max.

Loaded Wheel Test TB109 <810 g/m
Wet Stripping TB114 Pass (90% min.)
Mix time TB113
Controllable to 180 seconds min.
at the maximum expected air
temperature at the site during
application.

Wet Cohesion Test (kg-mm) TB139 120 at 30 minutes minimum 48 The component materials shall be within the following limits:

Component Amount
Emulsion 10.0% - 14.0%
Residual Asphalt 12.5% min.

Additives As needed.

Water As needed to achieve proper mix
consistency.

Water, and retarder if used, shall be added to ensure proper workability and permit uncontrolled traffic on the slurry seal within 1 hour after placement without the occurrence of bleeding, raveling, separation or other distress.
302-16.4 MIXING AND SPREADING EQUIPMENT
Slurry seal shall be mixed in a self-propelled mixing machine equipped with sufficient storage capacity for the recycled asphalt aggregate, polymer modified asphalt emulsion, additives and water. The mixing machine shall be equipped with individual volume or weight controls for automatically proportioning and accurately delivering in proper sequence the material to a continuous flow pug mill for mixing. Each material control device shall be calibrated, properly marked, preset and lockable at the direction of the Engineer. Calibrated flow meters shall be provided to measure both the addition of water and asphalt emulsion to the pug mill. Concrete transit mixer trucks shall not be used.

The slurry mixture shall be uniformly spread by means of a controlled spreader box. The spreader shall be capable of spreading a traffic lane width and shall have strips of flexible rubber belting or similar material on each side of the spreader box and in contact with the pavement to prevent loss of slurry from the box. The box shall have baffles, or other suitable devices, to insure uniform application on super-elevated sections and shoulder slopes. The rear flexible strike-off blade shall make close contact with the pavement and shall be capable of being adjusted to the various crown shapes so as to apply a uniform slurry seal. The spreader box shall be maintained in such a manner as to prevent chatter (wash boarding) or other surface defects that will affect the esthetic value of the finished slurry seal mat. The mixing machine shall be equipped with a water pressure system and nozzle type spray bars to provide a water spray immediately ahead of the spreader box.
302-16.5 PLACING
Slurry seal shall be placed only when the atmospheric temperature is at least 50o F (10oC) and
rising. The mixture shall not be applied if high relative humidity prolongs the curing beyond a reasonable time. Slurry seal shall not be placed on the surface of a street after 4:00 p.m. of the workday, unless otherwise authorized by the Engineer. The slurry seal shall be placed at an application rate of 12 to 15 pounds per square yard.

Areas, which cannot be reached by the spreader box, shall be surfaced with hand squeegees to provide complete and uniform coverage. The area to be hand worked shall be lightly dampened prior to mix placement. The same type of finish as applied by the spreader box shall be required. 49 Prior to the slurry sealing operations, the Contractor shall remove all existing striping, legends and raised pavement markers within the slurry seal limits and apply temporary tabs where striping removal has taken place. .

Immediately prior to the slurry sealing operations, the Contractor shall sweep the entire surface with vacuum assisted power brooms or other means necessary to remove all loose particles of paving, all dirt and all other extraneous material.

Before slurry seal operations, all manholes covers, flush inlet covers, water valve covers, gas valve covers, monument covers and all other utility covers to remain shall be protected by covering the surface with an appropriate paper or plastic sheeting, cut to fit or by other methods approved by the Engineer. All traces of the cover and slurry seal shall be removed by the end of the same workday. The joint between the edge of the pavement and the concrete gutter shall be sealed by the slurry seal by overlapping the concrete gutter edge and concrete gutter 1 to 2 inches.

The Contractor shall not use sand on the fresh slurry seal for vehicle crossings at intersections and at driveways. The edges of the limits of the slurry seal application on both sides of the street shall be maintained in a neat and uniform line. The Contractor shall refrain from using diesel fuel, gasoline or solvents of any kind for cleaning tools and equipment in such a manner as to permit spillage of the diesel fuel or solvent on new or existing pavement, curbs and gutters, parkways or other improved areas.

The applied RAP slurry seal shall be rolled with a minimum of three passes with a pneumatic roller prior to opening to traffic.

At least 2 days prior to the beginning of slurry seal operations, the Contractor shall notify all affected property owners, residents, businesses and agencies by an approved, written notice detailing streets and limits of work to be done and the hours of work. The Contractor shall, prior to the beginning of slurry seal operations, post all streets that are to be worked upon with approved “No Parking – Tow Away” signs at 100 feet intervals. These shall also state the day of the week and hours of no parking.

Hand tools shall be available in order to remove spillage. Ridges or bumps in the finished surface will not be permitted. The mixture shall be uniform and homogeneous after spreading on the existing surface and shall not show separation of the emulsion and aggregate after setting.

Adequate means shall be provided to protect the slurry seal from damage from traffic until such time that the mixture has cured sufficiently so that the slurry seal will not adhere to and be picked up by the tires of the vehicles. Basis for rejection of improperly placing slurry seal includes, but is not limited to, striation of surface, “balling” of material due to quick-set and tracks of unauthorized vehicles, bicycles and pedestrians.

SECTION 303---CONCRETE AND MASONRY CONSTRUCTION
50 303-5 CONCRETE CURBS, WALKS, GUTTERS, ALLEY INTERSECTIONS,

DRIVEWAYS AND ACCESS RAMPS
303-5.1 Requirements
303-5.1.1 General. Add to this section:

1. Driveway approaches shall be reconstructed and open for use within three calendar days after the commencement of driveway approach removal.

2. Curb access ramps, sidewalks, curb and gutter shall be reconstructed and open for pedestrian use within five calendar days after commencement of their removal.

3. All curb and gutter shall be constructed on top of 10 inches of 95 percent relative compacted subgrade.

4. Reconstructed sidewalk shall be open to public use on the day following concrete placement.

5. All forms shall be removed, irrigation systems shall be repaired, and backfill or patch back shall be replaced within 72 hours following concrete placement.

6. All damaged private improvements shall be repaired in-kind to the satisfaction of the respective owner within 72 hours of reconstruction Work.

7. P.C.C. work subjected to vehicle loads such as driveways and gutters shall not be opened to traffic until the concrete has cured to a minimum strength of 3,000 psi. The Contractor shall detour traffic around such Work until the Work is ready for public use.

8. Contractor shall be responsible for protecting all new concrete from vandalism.

After the last paragraph, ADD the following text:

All concrete improvements shall include the sawcutting and full AC reconstruction of a 2’-4’ wide portion of AC pavement adjacent to the proposed concrete improvement. Where removal of existing and construction of ADA compliant curb and gutter at curb ramp is called out at existing ADA curb ramps, removal limits shall also include the removal and replacement of the curb and gutter and 2’-4’ slot pave adjacent to the ramp.

The Contractor shall be responsible for verifying the existing pavement grades at the curb ramp and ensuring a minimum 4’ long, maximum 5% landing at the bottom of each ramp. The grades of the gutter shall be adjusted at the curb ramp to ensure all gutter pans are set at a maximum of 5%.

Curbs
All Curb/Curb and Gutter shall be constructed to the line and grades shown on the plans or as ordered by the Engineer. Existing curb and gutter to be joined shall be sawcut on a neat, straight line at the join location. Curb or curb and gutter construction shall occur prior to all cold milling and paving operations.

All curb construction shall include the sawcutting and full AC reconstruction of a 2’ wide portion of AC pavement next to the curb or curb and gutter as shown on the plans. Where 51 removal of existing and construction of ADA compliant curb and gutter at curb ramp is called out at existing ADA curb ramps, removal limits shall also include the removal and replacement of the curb and gutter and 2’-4’ slot pave adjacent to the ramp.

The Contractor shall be responsible for verifying the existing pavement grades at the curb ramp and ensuring a minimum 4’ long, maximum 5% landing at the bottom of each ramp. The grades of the gutter shall be adjusted at the curb ramp to ensure all gutter pans are set at a maximum of 5%.

Curb & Gutter replacement within cross gutter spandrels shall be cut at a 2” offset from the flowline. Epoxied Dowels shall be installed at 24” O.C. within the limits of all curb/curb and gutter replacements within cross gutter limits.

Curb & gutter replacements include the replacement of curb and gutter sections that are transitions to existing cross gutters.

Curb and gutter replacement includes the removal and replacement of depressed curbs at driveways or curb ramps. Contractor shall match existing flowline and curb heights within project limits for all removal and replacements.

Sidewalk
All Concrete sidewalk shall be constructed to ADA compliant grades and as ordered by the Engineer. Existing surfaces to be joined shall be sawcut on a neat, straight line at the join location. The contractor shall remove and replace any new concrete work with graffiti markings and blemishes at no additional cost to the City.

Should the join limits of a sidewalk be non-ADA compliant, the sidewalk shall be transitioned over a short distance from the non-compliant grades to construct a majority of the new sidewalk panel at fully ADA compliant grades. Weakened plane joints shall be added at the end of the ADA compliant transition limits in order to facilitate future removal and replacement of the noncompliant sections.

This work item shall also include all necessary natural ground import or miscellaneous excavation, removal and export as may be required to install the new 4” PCC Sidewalk and necessary irrigation system modifications, protection and adjustments that may be required. The Contractor shall also be required to conduct all necessary grading at the new back of walk in order to ensure that full ADA compliance is achieved within the new sidewalk areas.

Import of backfill soil may be required at select locations during the course of sidewalk/PCC surface removal and replacement. All minor backfill required to achieve the required ADA compliant grades are included as part of the sidewalk removal and replacement bid item.

All additional sidewalk removal limits shall be approved by the City prior to removal and replacement. No compensation will be provided for additional removals that are not authorized.

Curb Ramps
52 Curb ramp removal limits include all existing curb ramp and sidewalk removals within and outside of the existing ramp limits required to construct the new fully compliant curb ramp.

Removal limits also include the removal and replacement of the curb and gutter and 2’-4’ slot pave adjacent to the ramp.

The Contractor shall be responsible for verifying the existing pavement grades at the curb ramp and ensuring a minimum 4’ long, maximum 5% landing at the bottom of each ramp. The grades of the gutter shall be adjusted at the curb ramp to ensure all gutter pans are set at a maximum of 5%.

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

All curb ramps constructed adjacent to cross gutters shall also be required to dowel and epoxy (24” O.C.) the new concrete improvements to the adjacent cross gutter spandrels as part of the bid item.

Any and all Traffic Signal, or utility appurtenances falling within the limits of curb ramp construction shall be adjusted to the finished grade of the new curb ramp and shall be included in the base unit price per ramp unless otherwise noted on the plans. Additionally, all pedestrian push button poles, traffic signal poles and other surface mounted appurtenances shall be protected in place and/or re-attached as part of this bid item. The Contractor shall remove and replace any new concrete work with graffiti markings and blemishes at no additional cost to the City.

It shall be the Contractors responsibility to implement the given standard plan and case/type of curb ramp at each project location to ensure full ADA compliance. The Contractor shall provide adequate means for setting and forming grades to ensure the final curb ramp is fully ADA compliant.

The City Engineer shall have final say regarding the case and type of curb ramp to be installed and shall retain the right to revise the ramp designation at any point prior to construction.

The cost of installation and finishing truncated domes is included in the unit price for the curb ramp. Truncated domes for curb ramps shall be Armortile, Ocean Blue truncated domes systems or approved equal. All truncated domes within new curb ramps, alley approaches, or sidewalks shall be cast in place truncated dome systems. Surface mounted truncated domes shall only be applied where called out on the plans and at existing ramps/concrete surfaces to be retrofitted.

Add the following after the last paragraph:
53 Unless otherwise shown on Plans, and except as noted below (303-5.1.3), the minimum thickness of walks shall be four inches (4”) thick. The thickness of gutters, cross gutters, alley intersections, access ramps, and driveway aprons shall be as shown on the Plans. 303-5.1.3 Driveway Entrances.

Delete third (3rd) Paragraph, Replace with:

When a walk is to be constructed across driveway entrances to non-residential establishments shall be eight inches (8”) thick unless otherwise shown on Plans. At residential driveways, the thickness of the walk will be six inches (6”) unless otherwise shown on the Plans.

SECTION 314 --- TRAFFIC STRIPING, CURBS AND PAVEMENT MARKINGS, AND

PAVEMENT MARKERS
314-1.1 GENERAL
ADD the following after the last paragraph:

Existing Pavement Marking/Striping Removal– all raised pavement markers, paint and thermoplastic pavement legends and striping shall be removed from the pavement surface prior to the application of any asphalt overlay or slurry seal. The price for such removals shall be included in the cost of other bid items and no separate payment will be allowed.

Layout, Alignment, and Spotting.

The Contractor shall perform all layout, alignment, and spotting. The Contractor shall be responsible for the completeness and accuracy of all layout alignment and spotting. Traffic striping shall not vary more than 1/2 inch in 40 feet from the alignment shown on the plans. The Contractor shall mark or otherwise delineate the new traffic lanes and pavement markings within 24 hours after the removal or covering of existing striping or markings. No street shall be without the proper striping over a weekend or holiday. Stop bars shall not remain unpainted overnight.” Application of Paint.

Temporary painted traffic striping and markings shall be applied in one coat, as soon as possible and within 24 hours after the finish course has been applied.

Paint for temporary traffic striping and pavement markings shall be white Formula No. 2600A9 Duraline 2000 and yellow Formula No. 2601A9 Duraline 2000 as manufactured by Morton.

These temporary paints shall be applied at 15 mils wet.

All striping limit lines left illegible by paving or slurry seal operations must be temporarily replaced on the same day of paving or slurry sealing. The method of temporary striping must have prior approval by the City Engineer.

New pavement and seal coats shall be allowed to cure at least 72 hours before any paint is applied.
54 Surfaces of new Portland cement concrete pavement shall be thoroughly cleaned to remove all laitance and curing compound.

Blackout by painting will not be allowed.

Manhole covers shall not be striped.

The final striping for all painted areas shall be sprayable reflectorized thermoplastic. The sprayable reflectorized thermoplastic pavement striping shall not be applied until the paving or slurry seal has been in place for at least 15 days. The thermoplastic shall be applied at 0.45 mm minimum thickness for all striping except crosswalks and limit lines – which shall be 0.90 mm minimum thickness.

If the Contractor fails to perform striping as specified herein, the Contractor shall cease all contract work until the striping has been properly performed. Such termination of work shall require the Contractor to re-install “NO PARKING, TOW-AWAY” signs and re-notify the affected residents, at the Contractor’s sole expense. In addition, if the Contractor removes/covers/damages existing striping and/or raised pavement markers outside of the work area, he shall re-stripe/replace such work items at no cost to the City.

The Contractor shall paint or otherwise delineate, to the satisfaction of the Engineer, temporary traffic lanes when (1) two opposing traffic lanes are adjacent or (2) there is more than one lane in any one direction, for more than three consecutive calendar days. Dependent upon construction phasing, the Engineer may require the Contractor to apply two applications of paint to maintain adequate delineation on base pavement surfaces, at no additional cost to the City.” Red Curbs
The Contractor shall restripe all red curbs within the project limits as part of the signing and striping bid item.
314-1.2 RECTANGULAR RAPID FLASHING BEACONS (RRFBs).

CONTRACTOR shall furnish and install an RRFB LED Warning Crosswalk System at the marked crosswalk location shown on the RRFB Installation Plan. The system shall be solarpowered and push-button pedestrian activated.

The RRFB setup and operation shall be approved by the CITY ENGINEER prior to final equipment installation. The CONTRACTOR shall arrange to have an RRFB manufacturer’s representative present at the time the new RRFB assemblies are turned-on at each project location. The representatives shall be fully qualified to work on the RRFB controller assembly(ies).

Each unit shall consist of a controller enclosure that houses the energy management system, onboard user interface, wireless communications, power supply, and optional audible push button 55 circuit board. Each unit shall include up to four RRFB lightbars with optional side emitting pedestrian confirmation light(s). The system shall conform to all provisions of the MUTCD, Interim Approval IA-21.
314-1.2.1 Mechanical Specifications
The lightbar housing shall be constructed from aluminum and shall have the approximate dimensions: 24” L x 1.5” D x 4.5” H (61.0 cm L x 3.8 cm D x 11.4 cm H).

Each lightbar shall have two light modules of approximately 7” wide by approximately 3” high. Each lightbar shall include a side-emitting pedestrian confirmation light on each end.

The lightbar shall be mounted to the pole using a separate bracket assembly to facilitate mounting two lightbars back to back (bi-directional) and to allow the lightbar to pivot.

The lightbar shall be able to pivot by approximately 40 degrees in order to aim the lightbar independent of the wire hole location on the pole.

The lightbar bracket shall be constructed from 3/16” galvanized steel and shall have both banding and bolting mounting options and shall be able to be mounted to all specified pole types. The lightbar assembly shall open for access to and wiring connections to the LED modules. LED modules shall be rated to MIL-STD-810F, Method 506.4 for ingress protection.
314-1.2.2 Mounting
The controller enclosure shall be furnished with mounting brackets for banding to 4” diameter or larger round poles.
314.1.3 Configuration
The controller enclosure shall house an on-board user interface that provides on-site configuration adjustment, system status and fault notification, and system activation information.

The flash duration shall be adjustable in-the-field from 10 to 60 seconds in one second increments.

The system shall provide configurable night time intensity settings.

The system shall be capable of enabling or disabling ambient brightness auto-adjustment.

This feature allows the system to provide optimal output brightness in relation to ambient light levels while always maintaining adherence to SAE J595 Class I specifications. 56 Flash duration and other in-the-field adjustable settings shall be automatically broadcast to all units in the system, except channel selection which shall be configured on each unit.
314-1.2.4 Operational Specifications
The intensity of the yellow indications directly perpendicular to the lens shall be a minimum of 1,800 Candela at full sun daylight conditions and in all daylight conditions shall meet the minimum specifications of the Society of Automotive Engineers (SAE) standard J595 Class I dated January 2005.

The color of the yellow indications shall meet the specifications of SAE standard J578 (Color Specification) dated December 2006.

The controller enclosure shall have the capability to activate other RRFB systems, either solar or AC powered by wireless communications within 500 feet (152m). The solar engine shall have unique channels that can be configured on-site to avoid activation of nearby systems.

The system shall use a dedicated light sensor to detect night and day states and apply any optionally-enabled intensity adjustments.
314-1.2.5 Actuation
Push Button with LED indicator and audible tone:

The system shall be actuated by pedestrian push buttons that shall have an LED indicator with audible tone with Piezo control and shall be ADA compliant and MUTCD-2009 4E compliant for momentary operation.

All RRFBs in the system shall initiate activation simultaneously within 150mS of actuation.

In an additional actuation occurs while the system is activated, the flash duration shall reset. For example, with the flash duration set to 20 seconds, if an additional actuation occurs after the RRFB has been activated for 15 seconds the RRFB shall continue for an additional 20 seconds, or 35 seconds in total.

If the RRFB has ceased operation, any subsequent actuation shall activate the RRFB without delay regardless of how recently the RRFB ceased operation. 57 PART 4 – EXISTING IMPROVEMENTS
SECTION 402- UTILITIES
402-2 PROTECTION. Add the following: “In the event that an existing pull or meter box or cover is damaged by the Work and is not re-useable, the Contractor shall provide and install a new pull or meter box or cover of identical type and size at no additional cost to the City.” Add the following sub-section
402-7 ADJUSTMENTS TO GRADE. The Contractor shall adjust or replace to finish grade City-owned water meter boxes, water valve can and lids, water valve frame and covers, sewer manhole frame and covers, sewer cleanouts and survey monument frame and covers.

For the Slurry Seal Portion of the project: All existing utility features shall be protected in place and no adjustment to grade will be required.

The Contractor will be required to contact Southern California Edison, The Gas Company, AT&T, cable television, and/or other utility facilities to have existing utilities adjusted to finish grade. The Contractor shall coordinate with each utility company for the adjustment of their facilities.

Available contact information for utility providers found to be within the project limits are as follows:

Orange County Sanitation
Attn: Quynh Nguyen
(714) 593 -7326
[email protected]
Time Warner Cable - Central or County
Attn: Dave Dolney
(714) 903-8466
[email protected]
MCI (Verizon Business)
Attn: Dean Boyers
(972) 729-6322
[email protected]
AT&T
(510) 645-2929
[email protected]
So Cal Gas - Garden Grove
Attn: Ryan Lopez
(714) 634-5067
[email protected]
Metropolitan Water - Soto St substructures Team
Attn: Dianne Lee
(213) 217-6679
[email protected]
SCE
Attn: SCE
(714) 796-9999
[email protected]
So Cal Water (Golden State Water) Los Alamito
Attn: Steve Brown
(714) 503-6991
[email protected]
58 SECTION 404 - COLD MILLING.
[Add the following]:
404-1 General. The work to be done here under consists of cold planing removal of the designated thickness of existing pavement surface at those locations shown on the Plans as being cold planed.
404-2 Milling Machine. The Contractor shall furnish a self propelled machine especially designed and built for grinding flexible and rigid pavements to the depth shown on the plans in one pass. The machine shall be equipped with standard automatic depth controls and must maintain a constant cutting depth and width without tearing or gouging the underlying surface and blade material into a windrow. The machine shall consist of a 60" minimum width cutting drum with carbide tip teeth. Drum lacing patterns shall permit a grooved or smooth surface finish as selected by the Engineer and the drum shall be totally enclosed in a shroud to prevent discharge of any loosened material into adjacent work areas. The machine shall be capable of operating at speeds from 5 to 50 feet per minute and designed such that the operator can observe the work without leaving his control area. It shall be adjustable as to crown and depth by tilting the drum axis and shall have a guidance system furnished to assist the operator in control grade and in matching adjacent pavements or cuts. The equipment shall be demonstrated to have been operated on similar work completed prior to the award of this contract.

Method. The operator shall furnish the planing machine, operated by experienced workmen.

The surface tolerance produced shall be such that a 10 foot straight edge laid laterally will indicate variances of less than 3/8" (except in the crown area) and the same straight edge laid longitudinally will indicate variances of less than 3/16".

Removal shall consist of planing and cutting the pavement where indicated and removing and disposal of the planed material. No aggregate shall remain on the project at the end of each work day. Aggregate material loosened and directly removed shall become the property of the Contractor and shall be disposed of off-site in accordance with Subsection 300-2.6 as amended by these Special Provisions.
404-9 Traffic Signal Loop Detectors "Traffic Signal Loop Detectors," of the Standard Specifications is deleted. Loop detectors shall be replaced, as shown on the Plans, and as directed by the Engineer.

Loop detectors shall conform to the provisions in Section 86, "Signals and Lighting," of the State Standard Specifications, State Standard Plans No. ES-5A and ES-5B, and these Special Provisions.

The Contractor shall replace traffic loop detectors at his own expense whenever his cold milling, pavement removal, or other operations damage existing traffic loop detectors not designated for replacement in the contract plans. Traffic loop detectors damaged by the Contractor’s operation shall be replaced within the same workday the damage occurs. 59 Contractor shall verify location and limits of the existing loops and home runs, in order to ensure protection of adjacent street loop detectors.

As part of the preparation work for traffic signal loop installations, prior to performing any adjacent cold milling, pavement removal or other damaging operations, the Contractor shall disconnect the existing lead-in line and note the existing loop connection configurations. Should a discrepancy with plans be noted for the loop configuration, Contractor shall notify the City’s traffic engineer for verification. No additional compensation will be allowed for the labor required to ensure the proper connection of the detector loops. Upon completion of the traffic detector loop installations the first inspection by the Engineer shall be provided at no cost to the Contractor. Should a second inspection be required due to workmanship of the Contractor, then the cost of re-inspection shall be at the Contractor's expense.

The Work to be done hereunder consists of furnishing and installing loop detectors at the locations shown on the Plans and where destroyed during cold milling or other removal operations. The Contractor shall replace the same number of detectors as are destroyed.

Loop wires shall be State Type 1. The Contractor shall install loops and lead-in wire prior to surface course construction, and shall install loops 4 inches below finished pavement grade. The Contractor shall install 4 turns of wire in each advance loop. For forward loops, route the lead-in cables directly forward to the crosswalk or stop bar, then route in the cross walk or parallel to the stop bar to the curb.

The Contractor shall wire the loops in series, alternating clockwise to counter-clockwise. 60 Appendix A
City Recycling Form
61 VICINITY MAP
NTS
N

TITLE SHEET
1 GENERAL NOTES:

1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF STANTON, ORANGE COUNTY RDMD REQUIREMENTS, STANDARD PLANS FOR

PUBLIC WORKS CONSTRUCTION, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AND CALTRANS STANDARD PLANS, ALL IN THE LATEST EDITION. IN THE EVENT OF A CONFLICT THE MOST STRINGENT REQUIREMENTS SHALL PREVAIL.

2. THE CONSTRUCTION AREA SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE OF CALIFORNIA, “MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD),” LATEST EDITION.

3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND SHALL NOTIFY THE ENGINEERING ASSISTANT (714-890-4204) AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF WORK. INSPECTIONS WILL BE CONDUCTED TUESDAYS AND THURSDAYS OF EACH WEEK AND MUST BE REQUESTED 24 HOURS IN ADVANCED AT (714-890-4204).

4. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE PROTECTION OF PERSONS AND PROPERTY AT THE JOB SITE, AND PROTECTION OF ADJACENT PROPERTIES.

5. ALL WORK IN THE PUBLIC RIGHT-OF-WAY, ONCE BEGUN, MUST BE DILIGENTLY PURSUED UNTIL COMPLETION PER APPROVED SCHEDULE AS LAID OUT IN THE CONTRACT DOCUMENTS.

6. ALL ASPHALT PAVEMENT IMPROVEMENTS INDICATED TO BE REMOVED SHALL BE SAWCUT AT THE LINE OF REMOVAL AND FORM A CLEAN JOINT WITH THE NEW PAVEMENT.

7. ALL EXISTING IMPROVEMENTS INCLUDING CONCRETE CROSS GUTTERS, SPANDRELS, CURBS AND GUTTERS, ROLLED CURBS AND GUTTERS, AND

ASPHALT PAVEMENT, WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THIS PROJECT, SHALL BE JOINED OR MATCHED IN A MANNER

SATISFACTORY TO THE CITY ENGINEER, INCLUDING NECESSARY SAWCUTTING, ADDITIONAL REMOVALS, EPOXY AND DOWELING, REPLACEMENT AND CAPPING PER THE CONSTRUCTION SPECIFICATIONS.

8. ALL EXISTING ASPHALT PAVEMENT EDGES TO BE OVERLAYED SHALL BE COLD PLANED MINIMUM 12” EACH SIDE, AND TO THE 2” MINIMUM DEPTH.

9. ANY REMOVAL LIMITS AS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CITY.

10. ALL ELEVATIONS SHOWN ON THE PLANS SHALL BE BASED ON THE STATED TEMPORARY BENCHMARK.

11. NO REVISIONS SHALL BE MADE IN THESE PLANS WITHOUT THE APPROVAL OF THE CITY ENGINEER.

12. NO REPRESENTATIVE OF THE CITY ENGINEER WILL SURVEY OR LAY OUT ANY PORTION OF THE WORK.

13. ALL STATIONING SHALL BE ALONG THE CENTERLINE OF THE STREET, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. AN EQUATION SHALL BE PROVIDED AT ALL INTERSECTIONS.

14. APPROVAL OF THIS PLAN BY THE CITY ENGINEER DOES NOT CONSTITUTE A REPRESENTATION AS TO THE MATHEMATICAL CORRECTNESS,

ACCURACY OF THE LOCATIONS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURES WITHIN THE LIMITS OF THIS PROJECT. THIS NOTE APPLIES TO ALL PAGES.

15. THE LOCATIONS OF ALL UTILITY SERVICES LINES, SUCH AS SEWER LATERALS, WATER SERVICE, AND GAS SERVICE LINES SHALL BE MARKED WITH APPROPRIATE CHISELED MARKS (I.E., S, W, G) ON THE TOP CURB.

16. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN, AT ALL TIMES DURING CONSTRUCTION, AMPLE MEANS AND DEVICES WITH WHICH TO PROMPTLY REMOVE AND PROPERLY DISPOSE OF ALL WATER FROM ANY SOURCE ENTERING THE WORK AREA.

17. ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDITION.

18. TRAFFIC CONTROL PLANS, WHERE REQUIRED, SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK IN THE PUBLIC STREET RIGHT-OF-WAY. THE TRAFFIC CONTROL PLAN SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF CALIFORNIA MUTCD.

19. CONTRACTORS 24-HOUR EMERGENCY CONTACT: __________________________ (TO BE INSERTED BY CONTRACTOR)

20.THE CONTRACTOR SHALL EXERCISE SUFFICIENT SUPERVISION AND CONTROL DURING CONSTRUCTION, AND PROVIDE THE CITY ENGINEER WITH CERTIFICATION OF PROPER GRADE AND ALIGNMENT IN CONFORMANCE WITH THE APPROVED STREET PLANS.

21.CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL UTILITY MARKINGS.

22.THE CONTRACTOR SHALL HAVE A COPY OF THE CURRENT EDITIONS OF SPPWC AND RDMD STANDARD PLANS ON THE CONSTRUCTION SITE AT ALL TIMES.

23.THE CONTRACTOR SHALL TELEPHONE THE CITY INSPECTOR AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION WORK.

24.CONTRACTOR SHALL MAINTAIN PROJECT SITE IN A NEAT, CLEAN DUST-FREE, AND SANITARY CONDITION AT ALL TIMES.

25.ADJACENT STREETS TO THE PROJECT SITE SHALL BE KEPT CLEAN OF DEBRIS, DUST, AND ANY OTHER NUISANCE MUST BE CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN-UP WORK ON ADJACENT STREETS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT.

26.STREET CLEANING SHALL BE BY DRY SWEEPING METHOD FOR ALL PAVED AREAS. NO STOCKPILING OF MATERIALS WITHIN THE PUBLIC RIGHT-OF-WAY IS ALLOWED WITHOUT PERMISSION OF THE CITY ENGINEER.

27.PRIOR TO FINAL ACCEPTANCE OF PROJECT IMPROVEMENTS, ALL STREET PAVEMENT STRIPING AND STENCILING WITHIN THE LIMITS OF THE PROJECT WILL BE RESTORED TO A “LIKE-NEW” CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY ENGINEER.

28.ALL STRIPING AND STENCILING SHALL BE ACCORDING TO LATEST EDITION CALTRANS STANDARD PLANS AND THE SPECIAL PROVISIONS.

29.SURVEY MONUMENTS SHALL BE PRESERVED AND REFERENCED BEFORE CONSTRUCTION AND REPLACED AFTER CONSTRUCTION, PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONAL CODE.

30.ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS, CURRENT EDITION.

31.CONTRACTOR TO ADJUST ALL EXISTING UTILITIES TO FINISH GRADE.

32.CONTRACTOR TO PREPARE TRAFFIC CONTROL PLANS FOR APPROVAL BY CITY.

33.ALL EXISTING SURFACE UTILITIES TO BE PROTECTED IN PLACE UNLESS NOTED OTHERWISE IN PLANS.

34.ALL STRIPING AND PAVEMENT LEGENDS SHALL BE INSTALLED PER CALTRANS STANDARD PLANS CURRENT EDITION. NEW STRIPING SHALL NOT BE PLACED UNTIL SPOTTED AND APPROVED BY THE CITY ENGINEER OR APPROVED REPRESENTATIVE.

35.ALL CONFLICTING STRIPING SHALL BE REMOVED BY WET SANDBLASTING OR METHOD APPROVED BY THE CITY ENGINEER OR APPROVED REPRESENTATIVE.

36.NEW STRIPING, WHERE INDICATED OR EXISTING, SHALL HAVE RAISED PAVEMENT MARKERS (RPM). RPM'S SHALL BE: TYPE G, FOR LANE LINES AND WHITE STRIPES; TYPE H FOR ALL YELLOW STRIPING; BLUE FOR HYDRANT, INSTALLED IN THE FIRST ADJACENT TRAVEL LANE, CENTERED.

37.ALL PAVEMENT LEGENDS SHALL BE PLACED IN THE CENTER OF THE TRAVEL LANE, OR AS DIRECTED BY THE CITY ENGINEER OR APPROVED REPRESENTATIVE.

38.ALL TRAFFIC LANES, PAVEMENT LEGENDS, AND CROSSWALKS SHALL BE INSTALLED WITH REFLECTORIZED THERMOPLASTIC BY THE CONTRACTOR, UNLESS OTHERWISE SPECIFIED.

39.CONTRACTOR SHALL NOTIFY THE CITY ENGINEER PRIOR TO BEGINNING OF STRIPING WORK OF ANY DISCREPANCY BETWEEN NEW STRIPING PLAN AND EXISTING SITE CONDITIONS.

40.ALL STRIPING TO BE REPLACED IN KIND TO MATCH EXISTING. CONTRACTOR TO VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL SUBMIT A VIDEO LOG OF ALL EXISTING STRIPING AND MARKINGS ON DVD PRIOR TO CONSTRUCTION.

CONTRACTOR TO NOTIFY THE CITY ENGINEER OR APPROVED REPRESENTATIVE OF ALL DISCREPANCIES BETWEEN PLANS AND ACTUAL SITE CONDITIONS.

41.CONTRACTOR SHALL RE-PAINT ALL EXISTING CURB MARKINGS WITHIN PROJECT LIMITS WITH TWO COAT RED PAINT. CONTRACTOR SHALL IDENTIFY LOCATIONS OF RED CURB PRIOR TO START OF CONSTRUCTION.

MONUMENT PRESERVATION NOTE:

THE CONTRACTOR SHALL, PRIOR TO THE BEGINNING OF WORK, INSPECT THE PROJECT FOR EXISTING SURVEY MONUMENTS AND THEN SCHEDULE A MEETING WITH THE CITY SURVEYOR TO WALK THE PROJECT TO REVIEW THE SURVEY MONUMENTS. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS DURING CONSTRUCTION OPERATIONS. IN THE EVENT THAT EXISTING SURVEY MONUMENTS ARE REMOVED OR OTHERWISE DISTURBED DURING THE COURSE OF WORK, THE CONTRACTOR SHALL RESTORE THE AFFECTED SURVEY MONUMENTS AT THE CONTRACTOR'S SOLE EXPENSE.

THE CONTRACTOR'S LICENSED SURVEYOR SHALL FILE THE REQUIRED RECORD OF SURVEY OR CORNER RECORDS WITH THE COUNTY UPON MONUMENT RESTORATION.

EXISTING STREET CENTERLINE TIES AND CENTERLINE MONUMENTS ARE TO BE PRESERVED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF RESTORING ALL SURVEY TIES AND/OR MONUMENTS DAMAGED BY THE WORK.

NOTE:

ALL STATIONING AND LINEWORK REFLECTED ON THE PLANS ARE FOR REFERENCE PURPOSES ONLY. LOCATION OF ALL PROPOSED IMPROVEMENTS TO BE VERIFIED IN THE FIELD WITH CITY INSPECTOR.

FY 2021/2022 CITYWIDE

STREET RESURFACING PROJECT

DEPARTMENT OF PUBLIC WORKS
N

LOCATION MAP
ENGINEERS NOTE TO CONTRACTOR:

MONUMENT PRESERVATION NOTE:

THE CONTRACTOR SHALL, PRIOR TO THE BEGINNING OF WORK, INSPECT THE PROJECT FOR EXISTING SURVEY MONUMENTS AND THEN SCHEDULE A MEETING WITH THE CITY SURVEYOR TO WALK THE PROJECT TO REVIEW THE SURVEY MONUMENTS. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS DURING CONSTRUCTION OPERATIONS. IN THE EVENT THAT EXISTING SURVEY MONUMENTS ARE REMOVED OR OTHERWISE DISTURBED DURING THE COURSE OF WORK, THE CONTRACTOR SHALL RESTORE THE AFFECTED SURVEY MONUMENTS AT THE CONTRACTOR'S SOLE EXPENSE.

THE CONTRACTOR'S LICENSED SURVEYOR SHALL FILE THE REQUIRED RECORD OF SURVEY OR CORNER RECORDS WITH THE COUNTY UPON MONUMENT RESTORATION. WORK SHALL BE APPROVED BY, AND COORDINATED WITH THE CITY'S ON-CALL SURVEYOR.

EXISTING STREET CENTERLINE TIES AND CENTERLINE MONUMENTS ARE TO BE PRESERVED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF RESTORING ALL SURVEY TIES AND/OR MONUMENTS DAMAGED BY THE WORK.

NOTE:

ALL STATIONING AND LINEWORK REFLECTED ON THE PLANS ARE FOR REFERENCE PURPOSES ONLY. LOCATION OF ALL PROPOSED IMPROVEMENTS TO BE VERIFIED IN THE FIELD WITH CITY INSPECTOR.
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
2021/22 CITYWIDE STREET

REHABILITATION PROJECT

CITY OF STANTON

PUBLIC WORKS DEPARTMENT
21 SHEET INDEX

UNDERGROUND SERVICE ALERT

TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
1-800-422-4133
KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

PLAN LEGEND & ABBREVIATIONS
03/01/2022
Attachment: B
Click here to return to the agenda.

DETAIL SHEET
2 AC PATCHING DETAIL - MILL & OVERLAY
NTS
TYPICAL SECTION : FULL RECONSTRUCTION
NTS

STRIPING CONSTRUCTION NOTES
TYPICAL SECTION : GRIND AND OVERLAY
NTS
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
2021/22 CITYWIDE STREET

REHABILITATION PROJECT

CITY OF STANTON

PUBLIC WORKS DEPARTMENT
21 AC PATCHING DETAIL - SLURRY
NTS

ROADWAY CONSTRUCTION NOTES

JOIN SAWCUT DETAIL
NTS
03/01/2022

SLURRY SEAL IMPROVEMENT PLANS
3 N

HATCHING LEGEND
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
2021/22 CITYWIDE STREET

REHABILITATION PROJECT

CITY OF STANTON

PUBLIC WORKS DEPARTMENT
21 ROADWAY CONSTRUCTION NOTES
03/01/2022

GRIND & OVERLAY - KATELLA AVENUE
4 701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
2021/22 CITYWIDE STREET

REHABILITATION PROJECT

CITY OF STANTON

PUBLIC WORKS DEPARTMENT
21 HATCHING LEGEND

ROADWAY CONSTRUCTION NOTES

GRIND & OVERLAY - KATELLA AVENUE
N
TYPICAL SECTION : KATELLA AVE.

STA.10+00 TO STA. 17+15
NTS
03/01/2022

GRIND & OVERLAY - KATELLA AVENUE
5 N
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
2021/22 CITYWIDE STREET

REHABILITATION PROJECT

CITY OF STANTON

PUBLIC WORKS DEPARTMENT
21 HATCHING LEGEND

ROADWAY CONSTRUCTION NOTES
TYPICAL SECTION : KATELLA AVE.

STA. 17+15 TO STA. 24+11
NTS
03/01/2022
12" CAL. 20' DIA.

DECIDUOUS TREE
12" CAL. 20' DIA.

DECIDUOUS TREE

GRIND & OVERLAY - GARDEN GROVE BLVD
6 N
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
2021/22 CITYWIDE STREET

REHABILITATION PROJECT

CITY OF STANTON

PUBLIC WORKS DEPARTMENT
21 ROADWAY CONSTRUCTION NOTES

HATCHING LEGEND
N
03/01/2022

GRIND & OVERLAY - CHAPMAN AVE
7 N
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
2021/22 CITYWIDE STREET

REHABILITATION PROJECT

CITY OF STANTON

PUBLIC WORKS DEPARTMENT
21 CURB RAMP DETAIL
SCALE: 1"=10'

ROADWAY CONSTRUCTION NOTES
TYPICAL SECTION : CHAPMAN AVE.

STA. 10+54 TO STA. 16+51
NTS
TYPICAL SECTION : CHAPMAN AVE.

STA. 16+95 TO STA. 29+33
NTS

HATCHING LEGEND
03/01/2022

GRIND & OVERLAY - DALE AVE (SOUTH)
8 N
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
2021/22 CITYWIDE STREET

REHABILITATION PROJECT

CITY OF STANTON

PUBLIC WORKS DEPARTMENT
21 HATCHING LEGEND

ROADWAY CONSTRUCTION NOTES
TYPICAL SECTION : DALE AVE.

STA. 10+46 TO STA. 18+75
NTS
03/01/2022

AHEAD SIGNAL AHEAD SIGNAL

GRIND & OVERLAY - DALE AVE (NORTH)
9 N
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
2021/22 CITYWIDE STREET

REHABILITATION PROJECT

CITY OF STANTON

PUBLIC WORKS DEPARTMENT
21 ROADWAY CONSTRUCTION NOTES
TYPICAL SECTION : DALE AVE.

STA. 10+50 TO STA. 29+81
NTS

HATCHING LEGEND
03/01/2022

GRIND & OVERLAY - LAMPSON AVE
10 N
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
2021/22 CITYWIDE STREET

REHABILITATION PROJECT

CITY OF STANTON

PUBLIC WORKS DEPARTMENT
21 HATCHING LEGEND

ROADWAY CONSTRUCTION NOTES
TYPICAL SECTION : LAMPSON AVE.

STA. 10+51 TO STA. 20+24
NTS
03/01/2022

GRIND & OVERLAY - MAGNOLIA AVE
11 N
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
2021/22 CITYWIDE STREET

REHABILITATION PROJECT

CITY OF STANTON

PUBLIC WORKS DEPARTMENT
21 HATCHING LEGEND

ROADWAY CONSTRUCTION NOTES
TYPICAL SECTION : MAGNOLIA AVE.

STA. 10+64 TO STA. 16+44
NTS
03/01/2022
36" CAL. 35' DIA.

DECIDUOUS TREE
8" CAL. 12' DIA.

DECIDUOUS TREE
12" CAL. 15' DIA. PALM
TREE
12" CAL. 20' DIA. PALM
TREE
6" CAL. 15' DIA.

DECIDUOUS TREE
8" CAL. 15' DIA.

DECIDUOUS TREE
8" CAL. 10' DIA. PALM
TREETREE 8" CAL. 15' DIA.

DECIDUOUS TREE
8" CAL. 12' DIA. PALM
TREE
24" CAL. 15' DIA. PALM
TREE 10" CAL. 15' DIA.

DECIDUOUS TREE
18" CAL. 22' DIA.

DECIDUOUS TREE

RECONSTRUCTION - ORANGEWOOD
12 N
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
2021/22 CITYWIDE STREET

REHABILITATION PROJECT

CITY OF STANTON

PUBLIC WORKS DEPARTMENT
21 CONSTRUCTION SURVEY NOTES:

HATCHING LEGEND

ROADWAY CONSTRUCTION NOTES
TYPICAL SECTION : ORANGEWOOD AVE.

STA. 10+39 TO STA. 15+07
NTS
TYPICAL SECTION : ORANGEWOOD AVE.

STA. 15+53 TO STA. 16+74
NTS
03/01/2022
8" CAL. 16' DIA.

DECIDUOUS TREE
8" CAL. 16' DIA.

DECIDUOUS TREE
8" CAL. 16' DIA.

DECIDUOUS TREE
8" CAL. 16' DIA.

DECIDUOUS TREE

VILLAGE CENTER DR
13 N

HATCHING LEGEND
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
2021/22 CITYWIDE STREET

REHABILITATION PROJECT

CITY OF STANTON

PUBLIC WORKS DEPARTMENT
21 ROADWAY CONSTRUCTION NOTES

ROADWAY SIGN AND STRIPING NOTES

ROADWAY DEMOLITION NOTES

CONSTRUCTION AND STRIPING PLANS
SCALE: 1"=10'

DEMOLITION PLANS
SCALE: 1"=10'
PARKGLEN 1 LOOP

VILLAGE CENTER DRIVE
03/01/2022

DETECTOR PLACEMENT DETAIL

STRIPING & SIGNAGE -

KATELLA AVENUE
14 N
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
2021/22 CITYWIDE STREET

REHABILITATION PROJECT

CITY OF STANTON

PUBLIC WORKS DEPARTMENT
21 TRAFFIC LOOP DETAILS
NTS

SIGNING & STRIPING CONSTRUCTION NOTES
03/01/2022
STOP
STOP
12" CAL. 20' DIA.

DECIDUOUS TREE

STOP STOP

STRIPING & SIGNAGE -

GARDEN GROVE BLVD
15 N
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
2021/22 CITYWIDE STREET

REHABILITATION PROJECT

CITY OF STANTON

PUBLIC WORKS DEPARTMENT
21 SIGNING & STRIPING CONSTRUCTION NOTES
03/01/2022
STOP

STRIPING & SIGNAGE -

CHAPMAN AVE
16 N
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
2021/22 CITYWIDE STREET

REHABILITATION PROJECT

CITY OF STANTON

PUBLIC WORKS DEPARTMENT
21 SIGNING & STRIPING CONSTRUCTION NOTES
03/01/2022

STRIPING & SIGNAGE -

DALE AVE (SOUTH)
17 N
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
2021/22 CITYWIDE STREET

REHABILITATION PROJECT

CITY OF STANTON

PUBLIC WORKS DEPARTMENT
21 SIGNING & STRIPING CONSTRUCTION NOTES
03/01/2022
STOP

STOP AHEAD SIGNAL AHEAD SIGNAL

STRIPING & SIGNAGE -

DALE AVE (NORTH)
18 N
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
2021/22 CITYWIDE STREET

REHABILITATION PROJECT

CITY OF STANTON

PUBLIC WORKS DEPARTMENT
21 SIGNING & STRIPING CONSTRUCTION NOTES
03/01/2022
STOP

STRIPING & SIGNAGE -

LAMPSON AVE
19 N
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
2021/22 CITYWIDE STREET

REHABILITATION PROJECT

CITY OF STANTON

PUBLIC WORKS DEPARTMENT
21 SIGNING & STRIPING CONSTRUCTION NOTES
03/01/2022

STRIPING & SIGNAGE -

MAGNOLIA AVE
20 701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
2021/22 CITYWIDE STREET

REHABILITATION PROJECT

CITY OF STANTON

PUBLIC WORKS DEPARTMENT
21 N

SIGNING & STRIPING CONSTRUCTION NOTES
03/01/2022
36" CAL. 35' DIA.

DECIDUOUS TREE
8" CAL. 12' DIA.

DECIDUOUS TREE
12" CAL. 15' DIA. PALM
TREE
12" CAL. 20' DIA. PALM
TREE
6" CAL. 15' DIA.

DECIDUOUS TREE
8" CAL. 15' DIA.

DECIDUOUS TREE
8" CAL. 10' DIA. PALM
TREETREE 8" CAL. 15' DIA.

DECIDUOUS TREE
8" CAL. 12' DIA. PALM
TREE
24" CAL. 15' DIA. PALM
TREE 10" CAL. 15' DIA.

DECIDUOUS TREE
18" CAL. 22' DIA.

DECIDUOUS TREE

STRIPING & SIGNAGE -

ORANGEWOOD
21 N
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
701 N. Parkcenter Drive
Santa Ana, CA 92705
p: 714/560/8200 f: 714/560/8211
www.tait.com
Since 1964
Los Angeles
Ontario
Sacramento
San Diego
San Francisco
Boise
Dallas
Denver
Phoenix
Portland
2021/22 CITYWIDE STREET

REHABILITATION PROJECT

CITY OF STANTON

PUBLIC WORKS DEPARTMENT
21 CONSTRUCTION NOTES
03/01/2022
1 CITY OF STANTON

REPORT TO THE CITY COUNCIL
TO: Honorable Mayor and City Council Members
DATE: March 8, 2022
SUBJECT: DESIGNATION OF VOTING DELEGATE AND/OR ALTERNATE FOR THE

SOUTHERN CALIFORNIA ASSOCIATION OF GOVERNMENTS (SCAG)
2022 REGIONAL CONFERENCE GENERAL ASSEMBLY
REPORT IN BRIEF:

The Southern California Association of Governments (SCAG) Regional Conference General Assembly will be held on May 5 – 6, 2022 at the JW Marriott Desert Springs Resort & Spa in Palm Desert, California. Each year, SCAG’s member cities select a Delegate and/or Alternate to represent their City to participate at this Annual Meeting.

RECOMMENDED ACTION:

1. City Council find that this item is not subject to California Environmental Quality Act (“CEQA”) pursuant to Sections 15378(b)(5)(Organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment); and

2. Appoint Mayor David J. Shawver to attend and serve as the City’s Voting Delegate for the Southern California Association of Governments (SCAG) Regional Conference General Assembly.

BACKGROUND:

SCAG is the nation's largest metropolitan planning organization, representing six counties, 191 cities and more than 18 million residents. SCAG undertakes a variety of planning and policy initiatives to encourage a more sustainable Southern California now and in the future.

At least once every year, SCAG convenes the General Assembly to bring together the official representatives of SCAG's membership and help set the agency's course for the coming year. The General Assembly is a forum where policy matters can be identified and addressed. A quorum of the General Assembly consists of official representation from onethird of the member cities and one-third of the member counties.

Item: 12L
Click here to return to the agenda.
2 Each member county and each member city has one official representative and one alternate in the General Assembly, except the City of Los Angeles, which has three official representatives and three alternates due to its population size. Member cities and counties must communicate the names of their official representatives and alternates to SCAG within 45 days before the annual meeting of the General Assembly.

ANALYSIS/JUSTIFICATION:

In order to facilitate the conduct of business at the General Assembly Meeting, the City Council must designate a Voting Delegate and/or Alternate. Designation of the Delegate is consistent with SCAG’s Bylaws. SCAG has requested notification of the delegates 45 days before the conference.

The Voting Delegate and/or Alternate must be registered to attend the conference. The City is currently a member of SCAG and therefore registration is free for any Council Member.

Hotel accommodations for a one-night stay for the appointed delegate are complementary.

FISCAL IMPACT:

There is no cost associated with the designation of the Voting Delegate and/or Alternate Voting Delegate for attendance at the conference. Additionally, cost for a one-night stay at a hotel would be $169 plus taxes and applicable fees per night and reimbursement for travel mileage would be 58 cents per mile which is available from the City Council’s Travel/Conference/Meeting Expense account number 101-1100-607110.

ENVIRONMENTAL IMPACT:

This item is not subject to California Environmental Quality Act (“CEQA”) pursuant to Sections 15378(b)(5)(Organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment).

PUBLIC NOTIFICATION:

Through the regular agenda process.

STRATEGIC PLAN OBJECTIVE ADDRESSED:

Objective 6: Maintain and promote a responsive, high quality and transparent government. 3 Prepared By: Concurred by:
/s/ Patricia A. Vazquez /s/ Michelle Bannigan

Patricia A. Vazquez Michelle Bannigan
City Clerk Finance Director
Approved by:
/s/ Jarad L. Hildenbrand

Jarad L. Hildenbrand
City Manager

Attachment:

A. SCAG Annual Conference Announcement
2022 REGIONAL CONFERENCE & GENERAL ASSEMBLY
On May 5-6, local leaders from throughout Southern California will convene for SCAG’s 57th annual Regional Conference and General Assembly at the JW Marriott Desert Springs Resort & Spa in Palm Desert, CA. This conference brings together state and local elected officials, CEOs, business and civic leaders, transportation and environmental stakeholders, local government staff, and others.

Registration is Now Open!
General admission tickets for the event are $350, but registrations done in advance by Thursday, March 31 using the code EARLYBIRD will receive $100 off the general admission price. The event is free for elected officials and city managers in the region.

EVENT PROGRAM
Wednesday, May 4
6 – 8 p.m.President’s Reception (Invitation Only)
Thursday, May 5
8 – 10 a.m.Networking & Continental Breakfast
9 – 10 a.m.Regional Council Meeting
10:15 – 11 a.m.Welcome & Opening Remarks
11 a.m. – noonGeneral Assembly Meeting
12:15 – 2 p.m.Sustainability Awards Luncheon
2:15 – 3:15 p.m.Breakout Sessions & Student Showcase
3:15 – 3:45 p.m.Break & Networking
3:45 – 4:45 p.m.Breakout Sessions & Student Showcase
Attachment: A
Click here to return to the agenda.
5:30 – 7:30 p.m.Evening Reception
Friday, May 6
8:30 – 9 a.m.Breakfast
9 – 9:10 a.m.Welcome
9:10 – 9:30 a.m.Student Showcase Awards
9:30 – 10 a.m.Keynote Address
10 – 11:15 a.m.Plenary Session
11:15 a.m.Conference Wrap-Up
More details to come.
1 CITY OF STANTON

REPORT TO THE CITY COUNCIL
TO: Honorable Mayor and City Council
DATE: March 8, 2022
SUBJECT: APPROVE THE BUDGET ADJUSTMENTS PROPOSED FOR THE MIDYEAR BUDGET UPDATE FOR FISCAL YEAR 2021/22; AND APPROVE A RESOLUTION AMENDING THE CITY’S POSITION CLASSIFICATION MANUAL; AND ADOPT A RESOLUTION AMENDING THE CITY’S

SALARY AND BENEFITS RESOLUTION
REPORT IN BRIEF:

During the course of the fiscal year, it is often necessary to adjust estimated revenues and expenditure appropriations in various program areas, projects, and funds. All of the proposed changes to the Fiscal Year 2021/22 budget, including detailed explanations, are presented in Attachment A.

In addition to approving the proposed budget adjustments, staff is recommending City Council approval of the following:
• Amending the Position Classification Manual by adding and modifying certain job classifications (Attachment F); and
• Revising the City’s employee benefits and salary rates schedule to accommodate the change proposed in Attachment F (Attachment G).

RECOMMENDED ACTIONS:

1. City Council find that this item is not subject to California Environmental Quality Act (“CEQA”) pursuant to Sections 15378(b)(5) (Organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment); and

2. City Council approve the budget adjustments summarized in Attachment A; and,

3. Approve the changes to the City’s staffing plan, which include the reclassification of certain existing positions and funding two new positions to shift building inspection and building plan check services from a contracted service to a service provided by City staff; and,
Item: 15A
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2 4. Adopt Resolution No. 2022-13 amending the Position Classification Manual, entitled:
“A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF STANTON, CALIFORNIA, AMENDING THE POSITION CLASSIFICATION MANUAL”, and,

5. Adopt Resolution No. 2022-12 approving the employee benefit and salary rates schedule, entitled:
“A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF STANTON,

CALIFORNIA, REGARDING EMPLOYEE BENEFITS AND SALARY RATES FOR ALL CLASSES OF EMPLOYMENT.”
BACKGROUND:

Attachment B illustrates the impact of the proposed adjustments to each fund’s revenue account. Attachment C illustrates the impact of the proposed adjustments to each fund’s expenditure account. Attachment D summarizes the impact of the proposed adjustments to the City’s Capital Improvement Program (CIP) for the current fiscal year.

Finally, Attachment E illustrates the impact of the proposed adjustments on each fund’s fund balance and includes a revised projected ending fund balance for June 30, 2022.

Overall, General Fund revenue is increasing by $1.6 million, and expenditures are increasing by $260,419, resulting in a net increase of $1.4 million, which will increase the General Fund’s available fund balance to a revised projected amount of $23.6 million by June 30, 2022.

ANALYSIS:

General Fund Revenues (Attachment B)
The City’s General Fund is reported in two funds, #101 (for the main General Fund activity) and #102 (for the Transaction & Use Tax Fund, i.e., Measure GG, activity). A summary of General Fund revenues is as follows:
3 Description
Amended
Budget
Proposed
Adjustment
Revised
Budget
% of
Total
Property Taxes $ 7,551,500 $ 443,500 $ 7,995,000 27.9%
Sales Taxes 4,810,000 307,000 5,117,000 17.8%
Franchise Fees 1,109,500 - 1,109,500 3.9%
UUT 1,881,000 - 1,881,000 6.6%
Other Taxes 640,000 110,000 750,000 2.6%
Intergovernmental 441,075 215,240 656,315 2.3%
Charges for Services 116,375 85,115 201,490 0.7%
Fees and Permits 3,037,300 24,000 3,061,300 10.7%
Fines and Forfeitures 411,570 (70,770) 340,800 1.2%
Use of Money & Property 229,875 14,550 244,425 0.9%
Other Revenue 199,500 39,000 238,500 0.8%
Transfers In 1,620,000 1,951 1,621,951 5.7%
Sub-total 22,047,695 1,169,586 23,217,281
Transaction and Use Tax 4,998,000 475,000 5,473,000 19.1% Total General Fund Revenues $ 27,045,695 $ 1,644,586 $ 28,690,281 100.0% Sales Taxes and Transaction & Use Tax (37% of total General Fund revenues) – The largest funding source for the General Fund are sales tax and transaction and use tax revenues. When the Fiscal Year 2021/22 budget was adopted last year, the City’s consultant, HdL, Inc. estimated sales tax and transaction and use tax would increase by 5%, and 8%, respectively, in Fiscal Year 2021/22. (The higher increase in Measure GG tax is due to sales conducted at businesses located outside the City limits that are delivered to Stanton such as online purchases and vehicles purchased by Stanton residents.) However, retail activity has performed stronger than expected. As of September 30, 2021 (the most recent sales tax information available), retail sales in Stanton were 8% higher during the quarter ended September 30, 2021, compared to the same quarter the previous year. The two industries experiencing the highest growth in Stanton are the restaurants and hotel industry and the fuel and service stations industry. Increasing prices for groceries, higher wages, and rising menu prices are contributing factors to the increase in sales and Measure GG taxes received from restaurants. Crude oil prices increased over 60% in the last year, which is resulting to more tax revenue from gas stations. The City’s consultant revised their Fiscal Year 2021/22 sales tax and transaction and use tax revenue estimate. After adjusting for the repayment of the economic development loan to Rodeo 39 Public Marketplace LLC, the proposed revenue adjustments increase sales tax and transaction and use tax by $307,000 and $475,000, respectively, for a total revenue increase of $782,000.

Property Taxes (28% of General Fund revenues) – Property taxes are the second largest funding source for General Fund operations. The County collects property taxes in April and December. The County’s website posts the amount of secured and unsecured property taxes that will be levied for Fiscal Year 2021/22, which is based on the assessed valuation of properties as of January 1, 2021. The City’s Fiscal Year 4 2021/22 adopted budget conservatively estimated a 3% increase in assessed valuation.

The actual increase in assessed valuation for Fiscal Year 2021/22 was 10% due to the new residential home sales being added to the property tax roll. Therefore, staff is recommending an adjustment to increase property tax revenues by $443,500.

Other Taxes (3% of General Fund revenues) –This category includes transient and occupancy tax (TOT) and business license tax revenue. The original estimate used for the Fiscal Year 2021/22 adopted budget estimated an increase of 11% from the Fiscal Year 2020/21 budgeted amount. Staff expected a decline in TOT revenue in Fiscal Year 2020/21 to accommodate for the loss in revenue due to two motels transitioning to permanent supportive housing for Project Homekey. Although occupancy rates may have declined in the City, actual TOT revenue for Fiscal Year 2020/21 was 9% higher than the amount received in Fiscal Year 2019/20 and over $100,000 more than the budgeted amount, primarily due to increase of the City’s TOT tax rate to 12%.

Therefore, an adjustment is proposed to increase the Fiscal Year 2021/22 TOT revenue estimate by $110,000.

Intergovernmental Revenue (2% of General Fund revenues) –This category includes federal, state, and local grant revenues, as well as funds from the County of Orange for the City’s share of waste disposal revenue and the City’s share of public safety sales tax revenue. The proposed increase of $215,240 in this category is to reflect outstanding reimbursement from the SB-2 planning grant ($160,000); an increase in the City’s share of Proposition 172 public safety sales tax revenue ($24,205) due to increased County-wide retail sales activity; and revenue for the 2020 Emergency Performance Grant ($5,335).

Charges for Services (1% of General Fund revenues) – This category consists of revenue from other funds for their share of General Fund overhead costs. These charges are based on each fund’s percentage of budgeted full-time salaries. It also includes reimbursement from the Successor Agency and North Orange County Public Safety Collaborative for administrative staff time. The Fiscal Year 2021/22 revenue estimate is increasing by a net of $85,115 to adjust for: reimbursement from the North Orange County Public Safety Collaborative for six months of the Assistant to City Manager position ($73,400); an increase in the administrative allowance from the Successor Agency ($20,000); and a decrease in administrative overhead charges due to less staff time charged to expendable deposits (funded by developers) than originally budgeted ($8,285).

Fees and Permits (12% of General Fund revenues) – This category consists of fees charged to fund City services in building, engineering, and community services. Staff proposed an adjustment to increase revenues by $24,000 to reflect additional revenue collected for general recreation programs and sports fields. 5 Fines and Forfeitures (1% of General Fund revenues) – This category consists of fines charged to individuals for violating State law and the City’s Municipal Code. An adjustment is proposed to reduce these revenues by $70,770 primarily due to lower administrative citations and motor vehicle fines issued during Fiscal Year 2021/22.

Use of Money & Property (1% of General Fund revenues) – This category accounts for revenue generated from the investment of City funds and the renting of City properties. The Fiscal Year 2021/22 Adopted Budget did not include any revenue estimate for indoor facility rentals because it was unclear last Spring when people would be resuming in person, indoor events. Likewise, the revenue estimate for picnic shelter rental revenue was also modest due to the uncertainty of when the community would return to outdoor group gatherings. Based on current fiscal year activity, the City is renting both indoor and outdoor facilities regularly. As a result, an adjustment is proposed to increase revenue in this category by $14,550 to reflect an increase in facility rental revenue ($54,550), which is offset by a decrease in interest revenue ($40,000) to reflect lower than expected investment income this fiscal year.

Other Revenue (1%) – An adjustment is proposed to increase this revenue by $39,000 to reflect the outstanding reimbursement from the County of Orange for staff time spent during Fiscal Year 2020/21 at County of Orange vaccination clinics.

General Fund Expenditures (Attachment C)
A summary of General Fund expenditures is provided in the following table:

Description
Amended
Budget
Proposed
Adjustment
Revised
Budget
% of
Total
General Fund (#101)
Administration $ 1,790,403 $ 15,000 $ 1,805,403 6.7%
Finance 890,691 - 890,691 3.3%
Public Safety 13,499,331 (735,396) 12,763,935 47.6%
Public Works 2,328,683 (59,600) 2,269,083 8.5%
Community Development 1,741,357 52,025 1,793,382 6.7%
Community Services 1,205,830 19,400 1,225,230 4.6%
Non-Departmental 48,000 - 48,000 0.2%
Transfers Out 68,805 120,400 189,205 0.7%
Sub-total 21,573,100 (588,171) 20,984,929
Transaction & Use Tax Fund (#102)
Administration $ - $ 131,330 $ 131,330 0.5%
Community Development 5,310 - 5,310 0.0%
Public Safety 4,998,000 717,260 5,715,260 21.3%
Sub-total 5,003,310 848,590 5,851,900
Total General Fund Expenditures $ 26,576,410 $ 260,419 $ 26,836,829 100.0% 6 Revised Fiscal Year 2021/22 General Fund expenditures are increasing by a net of $260,419. The most significant adjustments increasing General Fund expenditures include: an assessment from the Public Entity Risk Management Authority (PERMA) for the general liability program ($121,530); re-appropriating the unspent Fiscal Year 2020/21 budget for the City’s contribution to the North SPA ($68,000); reallocating Community Development personnel budget costs from other funds to the General Fund based on actual employee timesheets ($52,025); and increased public works maintenance contract costs ($50,000). The proposed adjustments to General Fund expenditures also include a reduction of $118,181 to shift a portion of the cost of one Community Enhancement Deputy to the Public Safety Task Force Fund (#271).

Lastly, although there is no impact to the General Fund as a whole, the proposed adjustments include shifting $696,885 in law enforcement and fire protection contract costs from the “main” General Fund (#101) to the Transaction & Use Tax Fund in an effort to spend the Measure GG revenues first.

Proposed Adjustments to Revenues and Expenditures in Other Funds Significant revenue and expenditure adjustments in other funds include the following:
• ARPA Fund (#257) – An adjustment is proposed to increase revenue by $4.2 million and increase expenditures by $1.2 million to essentially result in the appropriation of all the funds received in July 2021.
• Public Safety Task Force Fund (#271) – An adjustment is proposed to include the Fiscal Year 2021/22 funding the City received from the North Orange County Collaborative. The $168,181 in funding will be used to fund law enforcement contract costs ($118,181) and provide funding to the Boys & Girls Club of Stanton ($50,000).
• Housing Authority Fund (#285) – An adjustment is proposed to increase revenues by $582,000. This adjustment includes a revenue increase of $607,000 for the sale of 7455 Katella Avenue and $75,000 collected from developers for the exclusive negotiating agreement the City Council approved for the TinaPacific Development Project. This revenue increase is offset by a revenue reduction for interest income to adjust the current year budget based on actual revenue to date. An adjustment is proposed to increase expenditures by $307,500 to fund the payment the Housing Authority made to The Related Companies to terminate their developer agreement for the Tina-Pacific Development Project.
7 • Capital Projects Fund (#305) – An adjustment is proposed totaling $120,000 to fund certain expenditures from the Capital Project Fund’s available fund balance, including: resurfacing tennis courts and basketball courts at Stanton Central Park ($50,000); resurfacing a basketball court at Dotson Park ($10,000); installing LED retro-fit lighting in the City Hall Activity Room ($40,000); and making certain improvements to the administration building located at Stanton Central Park ($20,000).

Proposed Adjustments to the City’s Capital Improvement Program (CIP) (Attachment D) The Fiscal Year 2021/22 Amended Budget for the City’s CIP Fiscal Year 2021/22 CIP budget includes $3.3 million of new funding reflected in the Fiscal Year 2021/22 Adopted Budget, $822,843 in carryover funding from Fiscal Year 2020/21, and $510,325 in other adjustments approved by the City Council between July 2021, and February 2022, for a total amended budget of $12.0 million.

The following new projects to the City’s CIP include:
• Appropriating $7.7 million for the Norm Ross Sports Park Project (Project No. 2022-204), which will be funded with State Proposition 68 grant funds; • Appropriating $150,000 for design for the Premier Park Renovation Project (Project No. 2022-206); which will be funded from the Park In Lieu Fund (#310); and,
• Appropriating $60,000 to replace the shade structure at Stanton Central Park (Project No. 2022-205), which will be funded with the available balance in the City’s Capital Projects Fund (#305);
Staff is recommending the projects listed below are unfunded in Fiscal Year 2021/22:
• Hollenbeck Rubber Replacement Project (Project No. 2021-202); • Premier Park Play Equipment and Rubber Project (Project No. 2021-203):
• Harry Dotson Park Rubber Project (Project No. 2021-204): and • Rehabilitation of Building at Dotson Park (Project No. 2022-202).

Staff received additional information regarding the cost of the work required to rehabilitate the building located at Dotson Park. As such, the current budget of $141,000 is insufficient to fund the project. The City is exploring whether grant funding can be obtained to fund the project in the future. Staff is requesting the other parks projects listed above are also unfunded at this time pending the completion of the City’s Community Needs Assessment and Park Master Plan projects so the remaining funding available in the City’s Park in Lieu Fund can be utilized efficiently. 8 Proposed Adjustments to the City’s Staffing Plan (Attachments F and G) The following changes to the City’s current staffing levels are proposed:
• Reclassifying the Community Services Supervisor to Community Services Manager;
• Reclassifying the Human Resources/Risk Management Analyst to Human Resources Manager;
• Replacing the vacant Department Assistant position with a Marketing Assistant position;
• Upgrading the vacant Public Works Inspector position to Senior Public Works Inspector;
• Funding a Building Inspector position; and
• Funding a Building Official position.

The existing Community Services Supervisor is proposed to be reclassified as Community Services Manager because the work being performed by the current incumbent more closely aligns with the responsibilities and duties described in the higher-level Community Services Manager classification. The incumbent in this position manages and supervises the City’s public information and community outreach functions in addition to recreation and human services programs and activities.

Accordingly, staff recommends the reclassification to Community Services Manager.

The fully burdened increase to the City’s General Fund to implement this change for the remainder of the fiscal year is $5,200.

The existing Human Resources/Risk Management Analyst is proposed to be reclassified as Human Resources Manager because the work being performed by the current incumbent more closely aligns with the responsibilities and duties of this new classification. As the sole dedicated human resources and risk management staff, the Human Resources Manager is responsible for planning, organizing, and supervising human resources and risk management programs and activities, including recruitment and selection, classification and compensation, employee benefits, general liability, workers’ compensation, safety, property, and general insurance administration.

Accordingly, staff recommends the reclassification to Human Resources Manager. The fully burdened increase to the City’s General Fund to implement this change for the remainder of the fiscal year is $5,200.

Currently, the City has a Departmental Assistant position dedicated to supporting the City’s public information and community outreach activities. With the resignation of the former incumbent Staff recommends a title change to Marketing Assistant for this position to be consistent and reflective of its duties and responsibilities. This position will 9 perform entry level public relations work in support of the City’s public information functions and assist with the advertising, marketing, and promotion of City events and programs. This new classification will remain in the same salary range, therefore there will be no increase to the General Fund.

On September 14, 2021, City Council approved the new job classification of Public Works Inspector to provide grading, private improvement, encroachment permit, and capital improvement project inspections. Due to the increased development activity and requests for inspections, a dedicated public works inspector was deemed necessary to provide the required level of customer service the citizens, contractors and utility companies expect from the City. The City conducted a recruitment for this position, however at the conclusion of the recruitment process, it was determined that there was not a qualified candidate identified for this position. Based on the unsuccessful recruitment, staff recommends adding a Senior Public Works Inspector classification to allow the City to receive a wider range of candidates. The fully burdened increase to the City’s Fiscal Year 2021/22 budget to implement this change for the remainder of the fiscal year is $10,500.

The City’s current salary schedule includes a Building Inspector and Building Official position. These positions are not funded in the City’s Fiscal Year 2021/22 budget because the City currently contracts building inspection and building plan check services to Charles Abbott and Associates. The City’s building permit and plan check revenue has averaged approximately $2.7 million annually over the last five years with the City paying Charles Abbott and Associates an average of $550,000 annually during that time. The current contract with Charles Abbot and Associates is based on the level of building permit and building plan check revenues the City receives, rather than a fixed hourly rate. Therefore, while the level of staffing the City receives from the vendor may remain static, the amount of funds the City pays the vendor fluctuates based on the City’s building permit and plan check revenues. Staff is seeking City Council approval to amend the City’s staffing plan to fund two full-time positions, a Building Inspector and Building Official, to provide building inspection and building plan check services with City staff resources. Staff acknowledges that some building plan check services may still need to be contracted to a vendor depending on development activity within the City. The cost of the two full-time positions and estimating $60,000 for contracted building plan check services totals approximately $320,000 annually, which is less than the average annual amount the City has paid to Charles Abbott and Associates over the last few years. Therefore, an appropriation is not requested for the Fiscal Year 2021/22 budget because should City Council approve this staffing change, the General Fund would fund the cost of the positions from the budget savings from contracted services.

FISCAL IMPACT:

Per Attachment E, the City’s General Fund total fund balance is expected to be $26.1 million by June 30, 2022. (Of this amount, approximately $2.5 million is not available for spending until outstanding notes receivable amounts are repaid.) 10 ENVIRONMENTAL IMPACT:

None.

LEGAL REVIEW:

None.

PUBLIC NOTIFICATION:

Through the normal agenda posting process.

STRATEGIC PLAN OBJECTIVE ADDRESSED

4. Ensure Fiscal Stability and Efficiency in Governance Prepared by: Approved by:
/s/ Michelle Bannigan /s/ Jarad L. Hildenbrand
________________________________ __________________________ Michelle Bannigan, CPA Jarad L. Hildenbrand
Finance Director City Manager
Attachments:

A. Proposed Budget Adjustments
B. Revenues and Transfers In by Fund
C. Operating Expenditures and Transfers Out by Fund
D. Capital Improvement Program (CIP) Expenditures
E. Reserve Balances by Fund
F. Resolution No. 2022-13 amending the City’s position classification manual G. Resolution No. 2022-12 approving employee benefits and salary rates Net Impact
to Available
Revenue Expenditure Fund
Description Adjustments Adjustments Balance
GENERAL FUND #101
Adjust property tax revenue based on actualrevenue collected through January 2022 443,500 $
Adjustsales tax revenue based on updated estimate provided by City's consultant, HdL, Inc., net of economic developmentloan to Rodeo 39 Public Marketplace, LLC             307,000
Adjust SB‐2 planning grantfrom State forthe reimbursement of implementation of the building permitsoftware program and Town Center Specific Plan projects (timing difference to record revenue due to outstanding reimbursement)             160,000
Adjusttransient occupancy tax revenue based on actualrevenue collected for motelstays through December 2021             110,000
Adjust Community Services program revenues (recreation classes, facility rentals) based on increased revenue activity during Fiscal Year 2021/22 due to reduced restrictions on large gatherings (A portion of the increase for recreation program revenue is offset by an additional appropriation for increased instructor payments resulting from the additionalrevenue.)                78,550                14,200 Reimbursementfrom North Orange County Collaborative funding for Assistant to the City Manager position from January 2022 through June 2022                73,400 Adjust general fines and motor vehicle license fee revenues based on average revenue earned through January 2022              (63,270) Reduce interestincome to reflectlowerthan expected yield in the investment market              (40,000)
Adjust expense reimbursementto reflecttiming difference forreimbursement of Fiscal Year 2020/21 personnel costs for providing staff supportto the County of Orange at vaccination clinic sites. Reimbursementis expected during Fiscal Year 2021/22                39,000
Adjust motor vehicle license fee revenue based on actualrevenue collected in January 2022 (This revenue is collected once annually.)                25,700 Adjust Prop 172 public safety sales tax revenue based on updated estimate provided by City's consultant, HdL, Inc.                24,205 Adjust administrative allowance from Successor Agency to increase total revenue to $50,000 and agree with the amount approved in the Last and Final Recognized PaymentObligation Schedule (ROPS)                20,000 Reduce administrative citation revenue based on actual activity through January 2022                 (7,500)
Revise salary distribution for Community Developmentstaff time from the Expendable Deposits Fund to the General Fund based on Fiscal Year 2021/22 development activity                 (8,285)                52,025 City of Stanton

PROPOSED BUDGETADJUSTMENTS
FISCAL YEAR 2021/22

ATTACHMENT A