081826 PW Agreement with Big Ben, Inc. for Water Emergency Services Anaheim RFP — City Council - Successor Agency - Housing Authority, August 18, 2026 (part 1 of 2)

MASTER AGREEMENT

FOR WATER SYSTEM CONSTRUCTION,

MAINTENANCE, REPAIR,

AND IMMEDIATE RESPONSE

City of Anaheim

Contract Documents and Specifications

April 2022
Public Utilities Department
Water Engineering Division
Anaheim, CA

TABLE OF CONTENTS

MASTER AGREEMENT FOR WATER SYSTEM CONSTRUCTION,

MAINTENANCE, REPAIR, AND IMMEDIATE RESPONSE

VOLUME I PROPOSAL PACKAGE & RELATED INFORMATION

1. Invitation to Bidders

2. Instructions to Contractor for Master Agreement Pre-Qualification

3. Pre-proposal Meeting

4. Contractor Pre-Qualification Application (Fill-in, scan, and upload)

5. Rate Schedule (Fill-in, scan, and upload)

6. Non-Collusion Affidavit (Fill-in, scan, and upload)

7. Equal Employment Opportunity Certificate of Compliance (Fill-in, scan, and upload)

8. Contact Sheet (Fill-in, scan, and upload)

VOLUME II OTHER RELATED DOCUMENTS

9. Standard Specification Supplement

10. Special Provisions

11. Master Agreement (Sample)
{Includes Agreement and Exhibit A – General Scope of Work}

12. Appendix A – Estoppel Certificate

13. Appendix B – Faithful Performance Bond

14. Appendix C – Labor and Material Bond

15. Appendix D – Equipment Specification

16. Appendix E – Instrumentation & Electrical Specification

17. Appendix F – Civil Work Specification

18. Appendix G – Mechanical Specification

19. Appendix H – Assembly Bill No. 626

VOLUME I

MASTER AGREEMENT

FOR WATER SYSTEM CONSTRUCTION,

MAINTENANCE, REPAIR,

AND IMMEDIATE RESPONSE

PROPOSAL PACKAGE & RELATED INFORMATION

April 2022
Public Utilities Department
Water Engineering Division
Anaheim, CA
Master Agreement for Water System Construction, Maintenance, Repair, and Immediate Response
Invitation and Instructions to Bidders
CITY OF ANAHEIM Page 1

CITY OF ANAHEIM
Master Agreement for Water System Construction, Maintenance, Repair, and Immediate Response

INVITATION AND INSTRUCTIONS TO BIDDERS

1. PROJECT INFORMATION

ISSUE DATE: 4/21/2022

OWNER: City of Anaheim
200 S. Anaheim Boulevard
Anaheim, California 92805

CONTACTS:

City of Anaheim Patrick Kelley (Contract Administration) [email protected]
714 765-5272

Sam Barrera (Utilities Analyst)
[email protected]
714-765-4119

2. INVITATION: The City of Anaheim (hereinafter, the "CITY") invites bidders to submit an (ELECTRONIC) sealed Bid for the Work.

3. WORK DESCRIPTION: The proposed work for this Master Agreement includes the construction, maintenance, repair, abandonment, and relocation of water distribution and production facilities, and all appurtenant work as shown on the plans and delineated in the specifications.

4. BID/AWARD PROVISIONS

A. PRE-BID MEETING: A NON MANDATORY pre-bid meeting will be held at Anaheim West Tower, 201 S. Anaheim Blvd, 6th floor, on April 28, 2022 at 3:00 PM.

B. Pre-Bid Questions: All questions related to the contract documents shall be submitted via Planet Bids no later than 5:00 P.M., May 4, 2022.

C. SUBMISSION OF PROPOSALS: Proposals shall be prepared and submitted in accordance with the following instructions to bidders.

1. Electronic Bids (Proposals) will be accepted until the following date and time:

May 12, 2022 at 2:00 PM. No bids will be accepted thereafter.

2. Proposals shall be submitted in singular.

3. All Proposals shall be delivered electronically in accordance with the instructions herein and will not be accepted if delivered later than the date and exact time specified above. A designated clock in the City of Anaheim City Clerk's Office will be used as the official clock for establishing the official time for submission of all accepted proposals and the cutoff time for the rejection of late proposals.

Master Agreement for Water System Construction, Maintenance, Repair, and Immediate Response
Invitation and Instructions to Bidders
CITY OF ANAHEIM Page 2

4. Proposals will be opened and publicly read by the City Clerk and City Engineer in the Council Chambers of the City of Anaheim, City Hall, Anaheim, California, May 5, 2022 at 2:00 PM and summary available on-line.

5. The Proposal shall include the following filled out and executed forms as provided in the “Proposal/Submittal Package”:

A. Contractor Pre-Qualification Application Fill-in, scan and upload B. Rate Schedule Fill-in, scan and upload
C. Non-Collusion Affidavit Fill-in, scan and upload D. Equal Employment Opportunity Certificates Fill-in, scan and upload of Compliance
E. Contact Information Sheet Fill-in, scan and upload F. Addenda, if issued Signed, scan and upload

6. Bidders shall agree not to withdraw Proposals for a period of ninety (90) days after the date of opening of the Bids.

D. BID SECURITY: No Bid Bond Required.

E. OBTAINING BID SETS:

1. For bidding purposes, each Bidder must obtain an official electronic Bid Set from Planet Bids. Website as indicated on the advertisement for this project.

F. EXAMINATION OF BID DOCUMENTS: Bid Documents for the Work may be examined without charge at the following locations:

PlanetBids
https://www.planetbids.com/portal/portal.cfm?CompanyID=14424&BidID=63416

Select Bid Opportunities, Choose Public Works under Department, and then the “Project Name”

G. ACCEPTANCE AND REJECTION OF PROPOSALS: The CITY reserves the right to reject any and all proposals, or waive any informalities, irregularities or technicalities if, in its judgment, the interest of the CITY may so require.

END OF SECTION

INSTRUCTIONS TO CONTRACTORS

FOR MASTER CONSTRUCTION AGREEMENT PREQUALIFICATION

02 -- MCA -- FY22-27 -- Instructions to Contractor 1
General Information

The City of Anaheim (“Anaheim”) invites licensed contractors ("Contractor" or "Contractors") to submit electronic proposals for prequalification under the 2022 Master Construction Agreement for as-needed water system construction, maintenance, repair, relocation, and immediate response services ("Master Agreement") and will receive such proposals via PlanetBids – Anaheim’s online bidding program -- at the date and time specified in the legal notice.

All Contractors that wish to be prequalified for the Master Agreement must (1) fully complete the Prequalification Application, and (2) provide all documents requested in the Pre qualification Package. These two submittals are referred to collectively herein as the " Prequalification Proposal." Upon submission of a complete Prequalification Proposal, Anaheim will review it and determine whether the Contractor applicant is prequalified to bid for work under the Master Agreement as a "Prequalified Contractor."

Status as a Prequalified Contractor remains valid throughout the approximately five-year term of the Master Agreement , which is expected to commence in September 2022 and expire on September 30, 2027. Pursuant to the Master Agreement, Anaheim reserves the right to terminate a particular Master Agreement , and thus a particular Contractor's prequalified status, with or without cause.

Contractors that do not submit fully completed Prequalification Proposals by the closing date and time specified in the legal notice will not be eligible for prequalification in the Anaheim City Council's initial consideration of the Master Agreement, but they may be eligible at a later date if subsequent determinations by staff are authorized.

Prequalification Proposal and Related Documents

The Prequalification Package consists of Volume I and Volume II of the 2022 Master Agreement for Water System Construction, Maintenance, Repair, and Immediate Response. These documents must be obtained from the online bidding program. The Prequalification Proposal shall consist of the Prequalification Application, Rate Schedule and other required documents as specified and contained in Volume I – PROPOSAL PACKAGE & RELATED INFORMATION of the Master Agreement. Volume II consists of other related documents , including the Estoppel Certificate, Sample bonds , General Scope of Work ( which defines Work Order Categories), Standard Specification Supplement, Special Provisions, Sample Master Agreement, and specifications. The Prequalification Proposal shall be signed by the prospective Contractor or the Contractor’s legal representative, who must have binding authority, and shall include all required information. All entries on the Prequalification Proposal must be in ink or typewritten. A Prequalification Proposal by a corporation must show the names, titles and business addresses of the president, secretary and treasurer, and must be signed by an officer of the corporation. A Pre qualification Proposal submitted by an agent shall include evidence of the agent’s legal authority to do so.

INSTRUCTIONS TO CONTRACTORS

FOR MASTER CONSTRUCTION AGREEMENT PREQUALIFICATION

02 -- MCA -- FY22-27 -- Instructions to Contractor 2
Bonds are not required to be submitted with the Prequalification Proposal. Faithful Performance and Labor and Material Bonds, in the amounts specified in the Master Agreement shall be furnished by the Contractor concurrently with the execution of the Master Agreement. The Faithful Performance and Labor and Material Bonds shall remain in effect and in the minimum principal amounts specified in the Master Agreement, and any adjustments thereto, throughout the term of the Master Agreement and any extensions.

Interpretation of Documents

Any prospective Contractor may submit a written request to Anaheim for an interpretation of any portion of the Prequalification Package . Requests shall be submitted promptly and must be received by Anaheim prior to the closing date shown on the legal notice. Answers to such requests for interpretation shall be made by Addendum issued by the City Engineer. A copy of each Addendum will be provided via the online bidding system and/or e-mail (at Anaheim’s discretion) to each Contractor that obtained a Prequalification Package. The interpretation in the Addendum shall be final in such matters.

Prequalifying Procedure

Upon each Contractor's submission of a Prequalification Proposal, Anaheim will review the submittal to determine whether the Contractor is prequalified for the Master Agreement. If Anaheim determines the Contractor to be prequalified, the Contractor's name, along with a list of other proposed Prequalified Contractors and the proposed Master Agreement documents, will be presented to Anaheim City Council for approval. If approved, the listed Contractors may execute Master Agreements with Anaheim in order to bid on and potentially receive work orders for water system construction, maintenance, repair, relocation and/or immediate response services covered by the Master Agreement. The foregoing construction services shall be referred herein as "Water Work."

Contractor shall indicate the Work Order Category for which it is seeking to pre qualify in the Prequalification Proposal. Anaheim will evaluate Prequalification Proposals and Rate Schedules to determine prequalification. The available Water Work under the Master Agreement consists of the following five Work Order Categories:

Work Order Category No. 1 –Abandon, Repair, Relocate, Replace, and install General Water Infrastructure System Components
Work Order Category No. 2 – Abandon, Repair, Relocate, Replace, and Install Water Transmission & Distribution Pipelines
Work Order Category No. 3 – Replace, repair, overhaul, and install water system electric motors, booster pumps, well pumps, treatment process pumps, & diesel engine pumps

INSTRUCTIONS TO CONTRACTORS

FOR MASTER CONSTRUCTION AGREEMENT PREQUALIFICATION

02 -- MCA -- FY22-27 -- Instructions to Contractor 3
Work Order Category No. 4 – Repair, replace, and install water system medium and low voltage electrical conduits, cables, and conductors, motor control center components, electrical panel lineups, plant wiring, SCADA system components, instrumentation, communication system components, and control panels

Work Order Category No. 5 – Welding for transmission mains, distribution mains, and other water system components.

Typical work types for each Work Order Category are described in Exhibit A – General Scope of Work, attached to the sample Master Agreement in Volume II of the Prequalification Package.

In it s evaluation of the Prequalification Proposals, Anaheim reserves the right to inspect each Contractor’s and/or its subcontractor’s business office(s), equipment, and tool storage yard(s). At the end of its evaluation, Anaheim will select qualified Contractors for each Work Order Category.

Selections will be based on qualifications rather than competition, and Anaheim may select any number of Contractors for a particular Work Order Category, including zero.

Anaheim will establish lists of prequalified Contractors for each of the above -described Work Order Categories. All listed Contractors will have been determined by Anaheim to be qualified to perform the types of work covered by each Work Order Category. When Anaheim requires Water Work, it provides detailed specifications and drawings, as appropriate, and invites Pre qualified Contractors from the appropriate list (s) to bid on specific Water Work projects. Anaheim will select the Contractor to perform the Water Work in the manner set forth in the Master Agreement.

As stated in the Master Agreement, no prequalified Contractor is guaranteed to receive any Water Work.

All Water Work shall be planned, executed, and completed in accordance with the WORK ORDER PACKAGE OR REQUEST; WORK ORDER/REQUE ST DRAWINGS; Anaheim ’s Water Services Standard S pecifications and its Special Provisions; latest Standard Specifications for Public Works Construction (“Green Book”) adopted by ANAHEIM ; the Standard Specifications Supplement attached to the Request for Bids; and the Appendices.

Immediate Response Services

A Contractor will be deemed prequalified for an Immediate Response Services "Request" so long as the Contractor is pre qualified for a Work Order Category which involves the type of work required by the Request. When Immediate Response Services are required, Anaheim will contact Prequalified Contractors via telephone until the Immediate Response Service requirements have been satisfied. Under this process, Anaheim may or may not contact every qualified Contractor.

No prequalified Contractor is guaranteed to receive any Immediate Response Services work.

To facilitate a timely response to emergencies, Anaheim will establish a ranked list of Prequalified Contractors interested in providing Immediate Response Services work in each Work Order Category. The ranking will determine which Prequalified Contractors get called first to respond

INSTRUCTIONS TO CONTRACTORS

FOR MASTER CONSTRUCTION AGREEMENT PREQUALIFICATION

02 -- MCA -- FY22-27 -- Instructions to Contractor 4
to Immediate Response Services work, and it will be established based on the information provided by Contractors in their Prequalification Proposals.

Processing Prequalification Proposals

Anaheim reserves the right to waive minor irregularities and omissions in the Pre qualification Proposals.

Note: A Contractor 's Prequalification Proposal may be rejected and not considered on the following grounds:

(1) Omission of requested information or documentation, (2) Untimely submission, or
(3) False information.

Appealing a Prequalification Determination

If Anaheim determines a Contractor to be “not qualified” for purposes of the Master Agreement, the Contractor may appeal that determination by (1) giving notice to Anaheim of its intent to appeal no later than ten business days after recei ving notice of Anaheim's determination, and (2) requesting a hearing . If a Contractor fails to file a timely appeal with Anaheim and request a hearing, it waives any and all rights to challenge Anaheim's qualification decision.

If the Contractor gives the required notice of appeal and requests a hearing, the hearing shall be conducted so that it is concluded no later than ten business days after Anaheim’s receipt of its notice of appeal. The hearing so provided shall be an infor mal process conducted by a Hearing Officer to whom the Anaheim City Council has delegated responsibility to hear such appeals. At or prior to the hearing, the Contractor will be advised of the basis for Anaheim’s pre qualification determination. The Contractor will be given an opportunity to present information and argument in opposition to the pre qualification determination. N o later than ten business days after completion of the hearing, the Hearing Officer will render his/her decision. The date for approval of the Master Agreement will not be delayed to allow for completion of an appeal process.

03 -- MCA -- FY22-27 -- Pre-Bid Meeting Information

MASTER AGREEMENT FOR WATER SYSTEM CONSTRUCTION,

MAINTENANCE, REPAIR, AND IMMEDIATE RESPONSE

NON-MANDATORY

PRE-BID

MEETING

DATE: April 28, 2022
TIME: 3:00 p.m.

PLACE: Anaheim West Tower
201 S. Anaheim Blvd.
6th Floor

Questions regarding the meeting location
will be received at (714) 765-5272

Attendees should park in the parking structure upper levels and obtain a ticket which will be validated.

CONTRACTOR PREQUALIFICATION APPLICATION

FOR MASTER CONSTRUCTION AGREEMENT

04 -- MCA -- FY22-27 -- Contractor Pre-Qual Application 1 4/20/2022

Entity Name
Authorized to
Conduct
Business in
California
Check
One:

Corporation
Partnership
Sole Proprietor
Other:_________
Other Company
Names Used
(For licenses,
DBA, etc.)

Contact Person:

Title:

Address:

Phone: Fax:

Email Address:

If sole proprietorship or partnership, name, title, contact info for owner(s) and managing partner(s):

If corporation, State of incorporation:

Name, title, contact info for corporate officers:

Contractor’s CSLB License Number(s) and Class Date of Expiration

Anaheim Business License Number Date of Expiration

Department of Industrial Relations
Registration Number (DIR Number)
Renewed for 2022-23
(Yes/No)

NOTE: The words "you" and "your" used herein shall mean the applicant company, its corporate officers, partners, principals, owners and/or proprietors.

CONTRACTOR PREQUALIFICATION APPLICATION

FOR MASTER CONSTRUCTION AGREEMENT

04 -- MCA -- FY22-27 -- Contractor Pre-Qual Application 2 4/20/2022 Subcontractor(s)
(List if Prequalification Application Relies on Subcontractor's License or Expertise)1

1. Subcontractor Company Name/Address:

Subcontractor Email Address (for DIR input):

Subcontractor’s CSLB License Number(s) and Class Date of Expiration

Anaheim Business License Number Date of Expiration

DIR Number Renewed for 2022-23
(Yes/No)

2. Subcontractor Company Name/Address:

Subcontractor Email Address (for DIR input):

Subcontractor’s CSLB License Number(s) and Class Date of Expiration

Anaheim Business License Number Date of Expiration

DIR Number Renewed for 2022-23
(Yes/No)

3. Subcontractor Company Name/Address:

Subcontractor Email Address (for DIR input):

Subcontractor’s CSLB License Number(s) and Class Date of Expiration

Anaheim Business License Number Date of Expiration

DIR Number Renewed for 2022-23
(Yes/No)

1 Listed Subcontractors are factors in prequalification; use of other Subcontractors in bids may result in review of Contractor's prequalification status.

CONTRACTOR PREQUALIFICATION APPLICATION

FOR MASTER CONSTRUCTION AGREEMENT

04 -- MCA -- FY22-27 -- Contractor Pre-Qual Application 3 4/20/2022 Work Order Category2

Check categories for which Contractor seeks to prequalify. • For each checked Work Order Category, attach copies of current certifications for Cal/OSHA competent persons as appropriate for each Work Order category selected.

Updated certifications shall be provided for each Work
Order or Immediate Request.
• For Work Order Category No. 5, attach copies of welder certifications. Welder certification test shall be in
accordance with the requirements of section 4 of
ANSI/AWS D1.1, D10.9 Pipe Welder Qualification
Structural Steel Welding Code(s). Updated certifications shall be provided for each Work Order or Immediate
Response Request.

Propose on and
be Prequalified
to perform the
Work
Propose to be
Considered
for
Immediate
Response
Work
Work Order Category No. 1 (Water System Components)
• Water system components: Abandon, repair, relocate,
replace, and install water system components and other
water facilities as needed

Work Order Category No. 2 (Transmission and Distribution Pipelines)
• Abandon, repair, relocate, replace, and install water transmission & distribution system mainline pipes,
service pipes, hydrants, and others as needed

Work Order Category No.3 (Motors & Pumps)
• Replace, repair, overhaul, and install water system
electric motors, booster pumps, well pumps, treatment
process pumps, & diesel engine pumps

Work Order Category No. 4 (Electrical & Instrumentation) • Replace, repair, and install water system medium and low voltage electrical conduits, cables, and conductors, motor control center components, electrical panel lineups, plant wiring, SCADA system components, instrumentation,
communication system components, and control panels

Work Order Category No. 5 (Welding)
• Welding for transmission mains, distribution mains, and other water system components.

2 For typical work types in each Work Order Category, see "General Scope of Work," attached as Exhibit A to the sample Master Agreement in Volume II of the Prequalification Package.

CONTRACTOR PREQUALIFICATION APPLICATION

FOR MASTER CONSTRUCTION AGREEMENT

04 -- MCA -- FY22-27 -- Contractor Pre-Qual Application 4 4/20/2022

PART I. ESSENTIAL REQUIREMENTS FOR PREQUALIFICATION

Contractor will be immediately disqualified if the answer to any of questions 1 through 4 is “No” or 5 through 8 is “Yes.”

1. Contractor possesses a valid and current California Contractor’s license for the Work Order Category or Categories for which it intends to pre-qualify.

Yes No

2. Contractor can obtain a commercial general liability insurance policy with a policy limit of at least $2,000,000 per occurrence and $4,000,000 aggregate.

Yes No

3. Contractor has current workers’ compensation insurance policy as required by the Labor Code or is legally self-insured pursuant to Labor Code section 3700 et seq.

Yes No Contractor is exempt from this requirement, because it has no employees

4. Is your current bonding capacity sufficient to provide the required bonds as set forth in the Master Agreement for which you seek pre-qualification?
Yes No

5. Has your contractor’s license been revoked at any time in the last five years? Yes No

6. Has a surety completed a contract on your behalf, or paid for completion because your company was default terminated by the project owner within the last five (5) years? Yes No

7. At the time of submitting this pre -qualification form, is your company ineligible to bid on or be awarded a water utility project bid through a public works contract, or perform as a subcontractor on such contract, pursuant to either Labor Code section 1777.1 or Labor Code section 1777.7? Yes No
If the answer is “Yes,” state the beginning and ending dates of the period of debarment:

8. At any time during the last five years, has your company or any of its owners or officers been convicted of a crime involving the awarding of a contract of a government construction project, or the bidding or performance of a government contract?
Yes No

CONTRACTOR PREQUALIFICATION APPLICATION

FOR MASTER CONSTRUCTION AGREEMENT

04 -- MCA -- FY22-27 -- Contractor Pre-Qual Application 5 4/20/2022

PART II. ORGANIZATION, HISTORY, ORGANIZATIONAL PERFORMANCE,

FINANCIAL CONDITION, AND EXPERIENCE

1. ORGANIZATION, HISTORY, AND ORGANIZATIONAL PERFORMANCE

NAMES OF CORPORATE OFFICERS. OFFICERS, PARTNERS, PRINCIPALS, PROPRIETORS:

Name Position Percentage of Stock

LIST OF ANY SUBSIDIARIES OR AFFILIATED COMPANIES:

Exact Name Type of Business Ownership

A. Contractor License No.: Type Expiration

Classification (type) of Specialty Contractor:

Have you ever been licensed under a different name or a different license number?

If yes, give name and license number:

B. How many years has your organization been in business as a contractor under your present

business name and license number?

C. For each Work Order Category selected above, how many years of related construction experience

does your company have? Total ________ year(s) As a general contractor? ________ year(s)
As a subcontractor? ________ year(s)

D. Has your company or any of its owners/principals ever petitioned for bankruptcy?

If the answer is "YES," enter the date(s):

CONTRACTOR PREQUALIFICATION APPLICATION

FOR MASTER CONSTRUCTION AGREEMENT

04 -- MCA -- FY22-27 -- Contractor Pre-Qual Application 6 4/20/2022

E. Has your company or any of its principals defaulted so as to cause a loss of surety? If the answer is "YES," enter the date(s), name and address of surety and details:

F. Have you been assessed liquidated damages for your project in the past three years? If yes, explain _________________________________________

G. Have you been in litigation on a question relating to your performance on a contract during the past three (3) years? __________
If yes, explain __________________________________________

H. Have you failed to complete a contract? _______ If so, give details:

I. In what other lines of business pertaining to this Statement do you have financial interest?

J. Name the persons with whom you have associated in business as partners or joint venture in each of the last five (5) years: ________________________________

K. What is the organization experience of the principal individuals of your present organization?

Years of Construction
Present Position Experience Related to Magnitude and Type Individual's Name In Your Office Water Works of Work

CONTRACTOR PREQUALIFICATION APPLICATION

FOR MASTER CONSTRUCTION AGREEMENT

04 -- MCA -- FY22-27 -- Contractor Pre-Qual Application 7 4/20/2022

2. FINANCIAL CONDITION

A. Name, Address of Bank:

Telephone ( )

Total Line of Credit $ How Secured? Interest Rate:

How much of your line of credit is currently available? ______________

Name of Loan Officer:

B. Name, Address of Bank:

Telephone ( )

Total Line of Credit $ How Secured? Interest Rate:

How much of your line of credit is currently available? _________________________________

Name of Loan Officer:

3. EXPERIENCE

For each Work Order Category checked above, i dentify at least five (5) projects your company has completed during the past five years that represent the types of work described in the "General Scope of Work" and Appendices provided in the Prequalification Package. The following form can be used for this purpose. (Copy and/or use supplemental sheets as required to complete your answer.)

□ Project Name: Work Order Category No. :

Project Duration: _______________________________To

Superintendent of Job:

Project Total Cost: Company's Construction Cost:

Address:

Client Name:

Client Phone #:

CONTRACTOR PREQUALIFICATION APPLICATION

FOR MASTER CONSTRUCTION AGREEMENT

04 -- MCA -- FY22-27 -- Contractor Pre-Qual Application 8 4/20/2022

Description of Work:

□ Project Name: Work Order Category No. : _______

Project Duration: _______________________________To

Superintendent of Job:

Project Total Cost: Company's Construction Cost:

Address:

Client Name:

Client Phone #:

Description of Work:

□ Project Name: Work Order Category No. :

Project Duration: _______________________________To

Superintendent of Job:

Project Total Cost: Company's Construction Cost:

Address:

Client Name:

Client Phone #:

Description of Work:

CONTRACTOR PREQUALIFICATION APPLICATION

FOR MASTER CONSTRUCTION AGREEMENT

04 -- MCA -- FY22-27 -- Contractor Pre-Qual Application 9 4/20/2022

□ Project Name: Work Order Category No. : ______

Project Duration: _______________________________To

Superintendent of Job:

Project Total Cost: Company's Construction Cost:

Address:

Client Name:

Client Phone #:

Description of Work:

□ Project Name: Work Order Category No. : ______

Project Duration: _______________________________To

Superintendent of Job:

Project Total Cost: Company's Construction Cost:

Address:

Client Name:

Client Phone #:

Description of Work:

CONTRACTOR PREQUALIFICATION APPLICATION

FOR MASTER CONSTRUCTION AGREEMENT

04 -- MCA -- FY22-27 -- Contractor Pre-Qual Application 10 4/20/2022

* * * * * * *
I, the undersigned, declare that I have read the foregoing Prequalification Application and have personal knowledge of its contents. The information stated in the Application is true, except as to any matters stated on information and belief, and as to those matters I believe them to be true.

I am a resident of the State of California, over the age of 18, and competent to testify to the matters herein stated. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.

______________________ ______________________ _____________ Signature Name, Title Date

Contact for Questions (if different than above):

Name:

Email:

Phone:

05 -- MCA -- FY22-27 -- Rate Schedule 1

RATE SCHEDULE FOR MASTER AGREEMENT FOR WATER SYSTEM

CONSTRUCTION, MAINTENANCE, REPAIR, AND IMMEDIATE RESPONSE

DATE: _____________

NOTE: The straight time and premium rates , and the equipment rates that the contractor provides herein may be used for Time and Material Work, Crew Rate Work, or Immediate Response Work at the sole discretion of the City. Contractor shall provide rates in the areas of work for which he/she wishes to pre -qualify and compete. References to WORK ORDER shall mean either a WORK ORDER PACKAGE or REQUEST.

1. GENERAL
The compensation and payment set forth in Section 9 of the latest Standard Specifications for Public Works Construction adopted by ANAHEIM (Standard Specifications) and this Rate Schedule shall be for the WORK as directed by the CITY and performed under this MASTER AGREEMENT on a Time and Equipment or Crew Hour Rate basis, as specified in the WORK ORDER which incorporates this MASTER AGREEMENT.

2. LABOR BILLING RATES
The following schedule for labor billing rates applies for this Rate Schedule.

3. CONTRACTOR OWNED EQUIPMENT RATES:
______ Percent ( %)
The equipment rates shall be based on the latest edition of the Caltrans “Labor Surcharge and Equipment Rental Rates ” book. Enter a percent multiplier to be applied to the Caltrans equipment rates if higher or lower rates are being proposed ; otherwise, enter 100 (hundred ).

4. CONTRACTOR FURNISHED MATERIAL HANDLING CHARGE:
______ Percent ( %)

5. RENTAL EQUIPMENT HANDLING CHARGE:
______ Percent ( %)
Rental Equipment is only for equipment not listed under the CONTRACTOR Owned Equipment.

05 -- MCA -- FY22-27 -- Rate Schedule 2

RATE SCHEDULE FOR MASTER AGREEMENT FOR WATER SYSTEM

CONSTRUCTION, MAINTENANCE, REPAIR, AND IMMEDIATE RESPONSE

6. DOCUMENTATION OF RATES:

The CONTRACTOR’S rates and schedules are documented in this Rate Schedule. Requests for adjustment of rates shall be submitted to the Water Engineering Division in writing at least forty-five (45) days prior to the effective date of any proposed rate changes; however, no increase in such hourly labor costs sales shall exceed t he Consumer Price Index for Urban Wage Earners in the Los Angeles-Riverside-Orange County area for the preceding twelve (12) month period. WORK ORDERS in progress or issued prior to the effective date of a change in the Rate Schedule, shall not be subject to change and shall be completed under the Rate Schedule in effect on the date the WORK ORDER was issued, unless otherwise specified.

Only one change of the CONTRACTOR’S rates and schedules shall be allowed during a year’s period.

7. COST ACCOUNTING REQUIREMENTS
CITY shall require that the CONTRACTOR provide supporting documents with each invoice for WORK performed under the MASTER AGREEMENT.

05 -- MCA -- FY22-27 -- Rate Schedule 3

RATE SCHEDULE FOR MASTER AGREEMENT FOR WATER SYSTEM

CONSTRUCTION, MAINTENANCE, REPAIR, AND IMMEDIATE RESPONSE

The elements of cost invoiced and the support required are as follows:

A. Labor Hours: Copy of time sheets approved by the WATER UTILITY INSPECTOR.

B. Contractor Owned Equipment: Copy of time sheets with equipment identification numbers approved by the WATER UTILITY INSPECTOR.

C. Special Order Material: Copy of respective invoice paid during the billing period and the CITY approved delivery receipt or other amount approved by the WATER UTILITY INSPECTOR.

D. Rentals
: Copy of respective invoice paid during the billing period.

E. Subcontractors
: Copy of respective invoice paid during the billing period.

F. Invoice Requirements: The CONTRACTOR must prepare and submit separate invoices for each WORK ORDER. All invoices shall reference the appropriate WORK ORDER number.

9. CREW COMPOSITION
Crew Hour Rates shall be adjusted for crewmember classification or amount of basic equipment actually utilized. Unless otherwise specified in the WORK ORDER, the composition of each crew shall be determined by the CONTRACTOR. The CONTRACTOR shall furnish labor with adequate skills to perform the WORK authorized, including supervision, planning and layout. The CITY reserves the right to stipulate the required crew composition. The following items are representat ive of what shall be included in the Crew hour Rates:

Labor Administrative Work
Small Tools Job Site Water and Electric
Consumable Supplies Chemical Toilets
Expendable Materials Temporary Fencing
Storeroom Telephone and Radio Expense
All Forms of Taxes Overhead and Profit
Insurance Traffic Control
Labor Benefit Payments
Wages in excess of Job Time

05 -- MCA -- FY22-27 -- Rate Schedule 4

RATE SCHEDULE FOR MASTER AGREEMENT FOR WATER SYSTEM

CONSTRUCTION, MAINTENANCE, REPAIR, AND IMMEDIATE RESPONSE

10. BASIC EQUIPMENT DEFINITION
The CONTRACTOR shall furnish all basic equipment necessary to properly perform the WORK. The type of basic equipment utilized shall be at the discretion of the CONTRACTOR.

Compensation for the expense of furnishing the following basic equipment will be billed at the applicable hourly rate per Item 3 and Item 5 of Page 1 of the Rate Schedule. Submit a list of Contractor Owned Equipment:

A. Automotive Equipment
(including but not limited to, Contractor may identify their list of equipment)

1. Crew Truck

2. Pick-Up Truck

3. Foreman Truck

4. Boom Truck

5. Material Truck

6. Support Truck

7. Dump Truck

8. 10-Wheeler Truck/Trailer

9. Water Truck

10. Pipe Trailer

B. Boring and Earth Drilling Equipment
Including power motor, bore pipe, bits, augers and reamers.

C. Buffing, Grinding, Sawcutting, Compaction, and Drilling Equipment Including sawtruck, sawcutting machine, sheep’s foot roller, sandblasting machine, etc.

Compressors and Pneumatic Equipment

E. Pumps
Including pumping equipment for testing purposes and water/mud removal, etc.

G. Portable Generators (As Required)

H. Portable Lighting

I. Traffic Control Equipment
Including Flashing Arrowboard, Delineators, Flashing Barricades, Barricades, Cones, Signs, K-Rails, Steel Traffic Plates, etc.
05 -- MCA -- FY22-27 -- Rate Schedule 5

RATE SCHEDULE FOR MASTER AGREEMENT FOR WATER SYSTEM

CONSTRUCTION, MAINTENANCE, REPAIR, AND IMMEDIATE RESPONSE J. Excavation Equipment
Including excavator, backhoe, trencher, bulldozer, loader

K. Welding Equipment
Including accessories

L. Tapping Machine
Including machines and accessories

M. Concrete Equipment
Including formwork, finishing tools and accessories, etc.

N. Paving Equipment

Including Steam roller, vibratory plate, 12-ton AC roller, etc.

Hoisting Equipment
Including crane, mast, boom, winch (4-ton capacity), accessories, etc.

Cable/Wire Pulling Equipment

Q. Splicing Equipment

05 -- MCA -- FY22-27 -- Rate Schedule 6

RATE SCHEDULE FOR MASTER AGREEMENT FOR WATER SYSTEM

CONSTRUCTION, MAINTENANCE, REPAIR, AND IMMEDIATE RESPONSE

LABOR BILLING RATE SHEET

CLASSIFICATION EFFECTIVE DATE STRAIGHT PREMIUM TIME $/HR. TIME $/HR.

PIPELINE WORK
Superintendent (S)
Foreman (F)
Equipment Operator (EO)
Pipe Fitter (PF)
Certified Welder (CW)
Laborer (L)

SERVICE WORK
Foreman (F)
Equipment Operator (EO)
Pipe Fitter (PF)
Laborer (L)

PUMP WORK
General Foreman Service Mechanic (GFSM)
Service Technician (ST)
Service Mechanic (SM)
Equipment Operator (EO)
Millwright (M)
Laborer (L)

WELL WORK
General Foreman Driller Operating Engineer (GFDOE)
Foreman Driller Operating Engineer (FDOE)
Journeyman Driller Operating Engineer (JDOE)
Laborer (L)

MOTOR WORK
General Foreman Service Technician (GFST)
Service Technician (ST)
Service Mechanic (SM)
Equipment Operator (EO)
Millwright (M)

05 -- MCA -- FY22-27 -- Rate Schedule 7

RATE SCHEDULE FOR MASTER AGREEMENT CONTRACTS FOR WATER SYSTEM

CONSTRUCTION, MAINTENANCE, REPAIR, AND IMMEDIATE RESPONSE

LABOR BILLING RATE SHEET (continued)

CLASSIFICATION EFFECTIVE DATE STRAIGHT PREMIUM TIME $/HR. TIME $/HR.

ELECTRICAL WORK
General Foreman Electrician (GFE)
Foreman Wireman (FW)
Foreman Electrician (FE)
Journeyman Electrician (JE)
Laborer (L)

CONTROL/SCADA/

INSTRUMENTATION WORK
General Foreman Test Technician (GFTT)
Foreman Test Technician (FTT)
Journeyman Test Technician (JTT)
Laborer (L)

CIVIL WORK
Foreman (F)
Equipment Operator (EO)
Laborer (L)

05 -- MCA -- FY22-27 -- Rate Schedule 8

RATE SCHEDULE FOR MASTER AGREEMENT CONTRACTS FOR WATER SYSTEM

CONSTRUCTION, MAINTENANCE, REPAIR, AND IMMEDIATE RESPONSE

RATE PER CREW HOUR

CREW
Pipeline Work COMPOSITION STRAIGHT-TIME PREMIUM-TIME
1-Man Crew (Inspection) F
4-Man Crew F, PF, L, EO
5-Man Crew F, 2PF, L, EO
6-Man Crew S, F, PF, CW, L, EO

Service Work
3-Man Crew PF, EO, L
4-Man Crew PF, 2L, EO

Pump Work
1-Man Crew (Troubleshooter) SM
2-Man Crew GFSM, SM
3-Man Crew GFSM, SM, EO
4-Man Crew GFSM, SM, ST, EO
6-Man Crew GFSM, SM, ST, EO, M, L

Well Work
2-Man Crew FDOE, JDOE
3-Man Crew FDOE, JDOE, L
5-Man Crew GFDOE, FDOE, JDOE, 2L

Motor Work
1-Man Crew (Troubleshooter) GFST
2-Man Crew GFST, SM
3-Man Crew GFST, ST, EO
4-Man Crew GFST, ST, SM, EO
6-Man Crew GFST, ST, SM, EO, M, L

Electrical Work

2-Man Crew GFE, FW
3-Man Crew FE, 2JE
4-Man Crew FE, FW, 2JE
5-Man Crew FE, FW, 2JE, L

Control/SCADA
Instrumentation Work
1-Man Crew (Troubleshooter) GFTT
2-Man Crew FTT, JTT
3-Man Crew FTT, 2JTT
4-Man Crew FTT, 2JTT, L

05 -- MCA -- FY22-27 -- Rate Schedule 9

RATE SCHEDULE FOR MASTER AGREEMENT CONTRACTS FOR WATER SYSTEM

CONSTRUCTION, MAINTENANCE, REPAIR, AND IMMEDIATE RESPONSE

RATE PER CREW HOUR (continued)

CREW
Civil Work COMPOSITION STRAIGHT-TIME PREMIUM-TIME
2-Man Crew F, L
3-Man Crew F, 2L
4-Man Crew F, 2L, EO
5-Man Crew F, 3L, EO

NOTES: 1. The CONTRACTOR shall provide a rate per man to increase the crew size above a 6-man crew.

2. The CONTRACTOR shall provide a formula for the CITY to calculate rate for Daily, Weekly, and Monthly usage if required.

EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATES OF COMPLIANCE

As used in this Certificate, the word "Contract" shall mean either "Contract", or "Subcontract".

The word "Contractor" shall mean either "Contractor" or "Subcontractor".

The undersigned Contractor certifies the following to the City of Anaheim:

1. COMPLIANCE REPORTS:

That if the Contractor has participated in a previous Contract subject to the rules and regulations on Equal Opportunity set forth in 41 Code of Federal Regulations Part 60-1, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance of the United States Department of Labor, the appropriate Government Agencies or the Equal Employment Opportunity Commission all reports due under the applicable filing requirements, or if he has not he agrees to do so promptly and before any Contract is awarded.

2. NON-DISCRIMINATION:

During the performance of any Contract placed with him by the City of Anaheim, the Contractor agrees as follows:

1. The Contractor will not discriminate against any employee or applicant for employment because of, race, religion, sex, creed, color, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, creed, color, or national origins. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer, recruitment or recruitment advertising, layoff of termination, rates of pay, or other forms of compensation, and selection for training, including apprenticeship.

2. The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, religion, sex, creed, color, or national origin.

3. The Contractor will send to each labor union or representative of workers with which he has a Collective Bargaining Agreement or other Contract or understanding, a notice advising the labor union or worker's representative of the Contractors commitments under Section 202 of Executive Order Number 11246 of September 24, 1965, as amended, and shall p ost copies of the notices in conspicuous places available to employees and to applicants for employment.

4. The Contractor will comply with all provisions of Executive Order Number 11246 of September 24, 1965, as amended, and with the rules, regulations, and relevant orders of the Secretary of Labor.

5. The Contractor will furnish all information and reports required by Executive Order Number 11246 of September 24, 1965, as amended, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the Contracting Agency and the Secretary of Labor for purposes of investigations to ascertain compliance with such rules, regulations, and orders.

6. In the event of the Contractor's non-compliance with the nondiscrimination clauses of this Contract or with any of such rules, regulations, or orders, this Contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further City Executive Order Number 11246 of September 24, 1965, as amended, and such other sanctions may be imposed and remedies invoked as provided in Executive Order Number 11246 of September 24, 1965, as amended, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law.

3. AFFIRMATIVE ACTION PROGRAM:

Contractor's attention is directed to Section 60 -1.40 of Title 41 of the Code of Federal Relations, related to Affirmative Action Complianc e Programs, and applying to each Subcontractor with a Subcontract of $50,000 or more and 50 or more employees.

Contractor certifies that he has developed and has on file at each of his establishments a written Affirmative Action Compliance Program, as is called for in section 60-1.40 of and pursuant to part 60 -2 of Title 41 of the code of Federal Regulations, and that such Affirmative Action Compliance Program is current, or if it is not, within 120 days after receipt of any order, the undersigned firm agrees to develop and maintain a written Affirmative Action Compliance Program, for each of his facilities unless such firm is not required by law or regulation to develop such program.

4. CERTIFICATION OF NON-SEGREGATED FACILITIES:

The Contractor certifies that it does not maintain or provide for its employees any segregated facilities at any of its establishments, and that it does not permit its employees to perform their services at any locations, under its control, where segregated facilities are maintained. The bidder, offerer, applicant, or Subcontractor agrees that a breach of this Certification is a violation of the Equal Opportunity Clause of any Contract placed with it.

As used in this Certification, the term "Segregated Facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, time clocks, locker rooms, and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees, which are segregated by explicit directive or in fact segregated on the basis of race, religion, sex, creed, color, or national origin because of habit, local custom or otherwise.

Contractor fu rther certifies that it will obtain identical certifications from proposed Subcontractors prior to the award of Subcontracts exceeding $10,000 covering the procurement if personal property and non-personal services (including construction).

CONTRACTOR'S FIRM NAME

ADDRESS
SIGNED
TITLE
DATE

MASTER AGREEMENT

FOR WATER SYSTEM CONSTRUCTION, MAINTENANCE,

REPAIR, AND IMMEDIATE RESPONSE

Contact Information Sheet
April 2022

Company
Address
Point of
Contact/PM

Title
Phone (Office)
Phone (Cell)
Email

Immediate Response
Point of Contact
24 hour Phone
Email

All other contacts (if more than one) or in different format (from above), please attach additional sheets.

If information changes, please provide updated sheet.

VOLUME II

MASTER AGREEMENT

FOR WATER SYSTEM CONSTRUCTION,

MAINTENANCE, REPAIR,

AND IMMEDIATE RESPONSE

OTHER RELATED DOCUMENTS

9. Standard Specification Supplement

10. Special Provisions

11. Master Agreement (Sample)
{Includes Agreement and Exhibit A – General Scope of Work}

12. Appendix A – Estoppel Certificate

13. Appendix B – Faithful Performance Bond

14. Appendix C – Labor and Material Bond

15. Appendix D – Equipment Specification

16. Appendix E – Instrumentation & Electrical Specification

17. Appendix F – Civil Work Specification

18. Appendix G – Mechanical Specification

SS-1

CONTRACT DOCUMENTS

AND

STANDARD SPECIFICATION SUPPLEMENT

PUBLIC WORKS DEPARTMENT

City of Anaheim
California

REVISED 7/01/15

SS-2

MASTER

TABLE OF CONTENTS

1. PROPOSAL (Enclosed)

2. NON-COLLUSION AFFIDAVIT (Enclosed)

3. DESIGNATION OF SUB-CONTRACTORS (Enclosed)

4. EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATES
OF COMPLIANCE (Enclosed)

5. INSTRUCTIONS TO BIDDERS

6. BID BOND

7. FAITHFUL PERFORMANCE BOND

8. LABOR AND MATERIAL BOND

9. STANDARD SPECIFICATIONS SUPPLEMENT

10. SPECIAL PROVISIONS

SS-3

INSTRUCTIONS TO BIDDERS

General Information

ELECTRONIC proposals, including all documents required to be submitted with the bid, will be received at the office of the Anah eim City Clerk of said City until the date and time specified in the legal notice or addendum to the project documents, whichever occurs latest, for the construction of work described in the proj ect documents or said legal notice. The ELECTRONIC proposals will be opened and publicly read by the City Clerk and City Engineer, or their respective designees, in the Council Chambers, or other designated location, at the City of Anaheim, California, shortly after the bid opening day and time.

In addition to the “ELECTRONIC” uploading of Proposal Documents described in the ‘INVITATION TO BIDDERS’, the fully executed original Bid Bond shall be delivered to the Anaheim City Clerk on or before the actual bid opening day and time.

This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

No contractor or subcontractor may be listed on a bid proposal for a Public Works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5.

No contractor or subcontractor may be awarded a contract for public work on a Public Works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5.

Proposal

All documents included in the Proposal Packet must be submitted on the unaltered forms obtained, via download from the City’s on-line bidding software. All entries on the Proposal must be in ink, or typewritten. If an indivi dual submits the proposal, his or her name and post office address must be shown. If submitted by a co rporation, the proposal must show the names, titles, and business addresses of the president, s ecretary, and treasurer, a nd be sealed with the corporate seal. Anyone signing a pr oposal as the agent of another, or others, must file with it legal evidence of his or her authority to do so.

The Proposal packet, as detailed in ‘INVITATION TO BIDDERS’ shall be “uploaded to the City’s ELECTRONIC” bidding software and the line item costs shall be input on-line in the bidding software on or before the day and hour set fo r the opening of bids. The original copy of the Bid Bond forms shall be delivered to the office of th e City Clerk of the City of Anaheim, California, and shall be enclosed in a sealed en velope addressed to the City Council of the City of Anaheim, California, bearing the name and address of the bidder and the name and account number of the project on or before the actual bid opening day and time.

Interpretation of Contract Documents

SS-4

If any prospective bidder preparing a bid for the proposed contract is in doubt as to the intent or meaning of any part of the plans, specifications, or other proposed contract documents, he or she shall submit to the City or design ee Engineer a written request for an interpretation thereof. The person submitting the request shall be responsible for its prompt delivery. Any interpretation of the proposed documents shall be made by addendum only, duly issued by the City, and a copy of each such addendum shall be made available, via download from the City’s ELECTRONIC BIDDING software, to each potential bidder who has registered on-line to receive project updates. The City will not be responsible for any other e xplanation or inte rpretation of the proposed documents nor will the City be responsible for the completeness of project documents obtained from other sources.

After the contract has been aw arded, contractor agrees in advance that any ambiguities not submitted to the Engineer pursuant to the above, sh all be construed against the Contractor and in favor of the City.

BID SUBMISSION CHECKLIST

1. The Proposal includes all documents, as described in the INVITATION TO BIDDERS, that are required to be electronically submitted with the bid. The Bid shall be received through the City’s electronic bidding process until the date and time specified in the legal notice or addendum to the project documents, whichever occurs latest.

2. Line Item Values shall be electronically inputted through the on-line bidding software and shall be received through the City’s electronic bidding process until the date and time specified in the legal notice or addendum to the project documents, whichever occurs latest.

3. The fully executed original Bid Bond shall be delivered to the Anaheim City Clerk until the date and time specified in the legal no tice or addendum to the project documents, whichever occurs latest.

Follow bid submission checklist detailed above, otherwise the bid will be considered non-responsive.

SS-5
(SAMPLE)

BID BOND
KNOW ALL BY THESE PRESENTS, that we, ___________________________, as Principal, and ________________________________________, a corporation organiz ed and existing under the laws of the State of ________________________ and whose principal office is located in the City of _________________________, as surety, are jointly and severally bound unto the CITY OF ANAHEIM of Orange County, California, in the sum of _______________________ DOLLARS ($____________), lawful money of the United States of America to be paid to the said CITY OF ANAHEIM, for which payment well and truly to be made, we bind ourselves, our heirs, successors, executors, administrators a nd assigns, jointly and severally, by these presents.

THE CONDITION OF THIS OBLIGATION is such that whereas the Principal has submitted the accompanying bid dated _______________, 20_____, for the construction of _______________________________________________ for the CITY OF ANAHEIM, Orange County, California.

NOW, THEREFORE, if the Principal shall not withdraw said bid within thirty (30) days after the opening of same, and shall within twenty -one (21) days after the agreement has been presented to him for execution enter into a written contract with the City in accordance with the bid as accepted, and if the Principal shall give the required bond with good and sufficient sureties, or sureties for the faithful performance and proper fulfillment of such contract and for the protection of laborers and materialmen, or in the event of the withdrawal of said bid within the periods specified, or the failure to enter into said contract and give said bond within the time specified if the Principal shall within s ixty (60) days after request by the City, pay the City the difference between the amount specified in said bid and the amount for which the City may procure the required work and/or supplies if the latter amount be in excess of the former, then the above obligation shall be void and of no effect, otherwise to remain in full force and virtue.

IN WITNESS WHEREOF the above -obligated parties have executed this instrument under their several seals this _______ day of _____________, 20 _____, the name and corpo rate seal of each corporate party being affixed hereto and these presents duly signed by its undersigned representative pursuant to authority of its governing body.

___________________________
Two Witnesses (if individual) PRINCIPAL
_________________________ By ________________________
_________________________ Title _______________________ ATTEST (if corporation)
_________________________ ___________________________
Surety
_________________________
Title By ________________________
Title
Corporate Seal

ATTEST (SEAL)
_______________________
Corporate seal

SS-6
(SAMPLE)
Premium

FAITHFUL PERFORMANCE BOND

KNOW ALL MEN BY THESE PRESENTS:

WHEREAS, the City of Anaheim, a municipal corporation of the State of, California, in the County of Orange has awarded to _______________________________________, License No. ______________ (hereinafter called “Principal”), a contract for ______________________________, which said contract is hereby referred to and made a part hereof; and

WHEREAS, said Principal is required under the terms of said contract to furnish a bond for the faithful performance of said contract.

NOW, THEREFORE, we, _________________________________________________, as Principal, an d ____________________________________________________ as Surety, are held and firmly bound unto the City of Anaheim, a municipal corporation (hereinafter called “City”), in the penal sum of __________________________________________DOLLARS ($__________________), lawful money of the Unites States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors, and administrators, jointly and severally, firmly by these presents.

The condition of this obligation is such that, if the above bounded Principal, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by and well and truly keep and perform all the undertakings, terms, covenants, conditions an d provisions in the said contract and any alteration thereof made as therein provided, on his or their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless City, its officers, agents and employees, as therein stipulated, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect.

As a part of the obligation secured hereby and in a ddition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorneys’ fees, incurred by the City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.

The said Surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract, or to the work to be performed thereunder or to the specifications accompanying the same shall in a ny way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alterations or additions to the terms of the contract or to the work or to the specifications.

SS-7

IN WITNESS WHEREOF, three (3) identical co unterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and Surety herein named, on the __________ day of ______________, 20 _____, the name and corporate seal of each corp orate party being hereto affixed and these presents duly signed by its undersigned representative pursuant to authority of its governing body.

___________________________
Principal

By _________________________
President

By _________________________
Secretary

_____________________________
Surety

_____________________________
Attorney in Fact

CORPORATE ADDRESS OF SURETY: APPROVED AS TO FORM:

________________________________ MICHAEL R.W. HOUSTON

CITY ATTORNEY
________________________________
By: ____________________________
________________________________
Date: __________________
Please note: All signatures must be notarized

SS-8

(SAMPLE)

LABOR AND MATERIAL BOND
Premium

KNOW ALL MEN BY THESE PRESENTS:

WHEREAS, the City of Anaheim, a municipal corporation of Orange County, California, has awarded to ______ _______________________________________________________, License No. ________________________ (hereinafter called “Principal”), a contract for __________________________________________________, which said contract is hereby referred to and made a part hereof: and

WHEREAS, under the terms of said agreement, Principal is required before entering upon the performance of the work, to file a good and sufficient payment bond with the City of Anaheim to secure the claims to which reference is made in Title 15 ( commencing with Section 3082) of Part 4 of Division 3 of the Civil Code of the State of California.

NOW, THEREFORE, said Principal and the undersigned as corporate Surety are held firmly bound unto the City of Anaheim and all contractors, subcontractors, laborers, materialmen and other persons employed in the performance of the aforesaid agreement and referred to in Title 15 (commencing with Section 3082) of Part 4 of Division 3 of the Civil Code of the State of California in the sum of __________________ ________________________________ DOLLARS ($______________), for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor, that said Surety will pay the same in an amount no t exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorney’s fees, incurred by City in successfully enforcing such obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgment therein rendered.

It is hereby expressly stipulated and agreed that this bond shall inure to the benefit of any and all persons, companies and corporations entitled to file claims under Title 15 (commencing with Section 3082) of Title 4 of Division 3 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond.

Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect.

The Surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of said agreement or the specifications accompanying the same shall in any manner affect its obligations on this bond, and it does hereby waive notice of any such change, extension, alteration or addition.

SS-9
IN WITNESS WHEREOF, three (3) identical counterp arts of this instrument, each of each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and Surety herein named, on the ________ day of _____________, 20 _____, in the name and corporate seal of each co rporate party being hereto affixed and these presents duly signed by its undersigned representative pursuant to authority of its governing body.

_________________________________
Principal

By ______________________________
President

By ______________________________
Secretary

_____________________________
Surety

_____________________________
Attorney in Fact

CORPORATE ADDRESS OF SURETY: APPROVED AS TO FORM:

_______________________________ MICHAEL R.W. HOUSTON

CITY ATTORNEY
_______________________________
By: ____________________________
_______________________________
Date: _______________________
Please note: All signatures must be notarized

SS-10

STANDARD SPECIFICATION SUPPLEMENT
2012 EDITION

The City of Anaheim has adopted the 2012 Edition and subsequent Supplements thereto, of the Standard Specifications for Public Works Construction by Public Works Standards, In c., as its specification for public works construction projects. All work performed under this contract shall be performed in strict accordance with appropriate provisions of that publication, as designated in the Special Provisions, except as modified in the Standard Specification Supplement and the Special Provisions.

Copies of the SSPWC are available from:

BNI Publications, Inc.
990 Bark Center Drive, Suite E
Vista, CA 92081
Telephone (888) BNI-BOOK; (888) 264-2665
Website: www.bnibooks.com

The SSPWC set forth above will control the General Provisions and construction methods and materials for the contract, except as amended by the plans, special provisions, or other contract documents. The following provisions are intended to supplement the provisions of the SSPW C unless noted otherwise. The section numbers of these provisions coincide with the section numbers of the SSPWC. Only those sections that require additions, deletions, or revisions are included herein.

SS-11

STANDARD SPECIFICATIONS SUPPLEMENT

SECTION 1 – Terms, Definitions, Abbreviations, Units of Measure, and Symbols

1-2 Terms and Definitions

The provisions of Section 1 -2 of the Standard Specifications for Public Works Construction’s General Provi sions, hereafter referred to as General Provisions, are supplemented by the following:

City: City of Anaheim
Agency: City of Anaheim
Board: City Council of the City of Anaheim
County: Orange, CA
Engineer: The City Engineer of the City of Anaheim or his authorized representative Federal: The United States of America

Completion of Work

The Completion of Work date shall be considered the date upon which all items of work are fully complete, excluding any and all landscape establishment and maintenance.

Final Completion Date

The Final Completion Date shall mean the date at which all work is completed, including any and all landscape establishment and maintenance.

Contract Documents

The Contract Documents shall be considered to also include the Instruction to Bidders, the Proposal, the Bid Bond, the Non -Collusion Affidavit, the Designation of Sub-Contractors, the Agreement which is prepared for execution by the City and the Contractor, Plans Specifications and Special Provisions, Standard Specif ication Supplement, Contract Bonds, Resolutions adopted by the City Council pertaining to the work, Insurance Policies and Certificates, and any Supplemental Written Agreements or Addenda amending or extending the scope of the work originally contemplated that may be required to complete the work in a substantial and acceptable manner.

This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

SS-12

SECTION 2 – Scope and Control of the Work

2-1 Award and Execution of the Contract

The provisions of Section 2-1 of the General Provisions are supplemented by the following:

The award of contract, if it were awarded, will be made to the lowest responsible and qualified bidder whose proposal complies with all the prescribed requirements. Such award, if mad e, will be made within forty-five ( 45) days after the opening of the proposals and the bidder shall hold his proposal open to the City for said forty-five (45) day period. Until an award is made, the right will be reserved to reject any or all bids, and t o waive technical errors or discrepancies, if to do so is deemed to best serve the interest of the City.

No contractor or subcontractor may be awarded a contract for public work on a Public Works project (awarded on or after April 1, 2015) unless register ed with the Department of Industrial Relations pursuant to Labor Code section 1725.5.

No proposal will be considered from a Contractor that has not been issued a proposal form by the City of Anaheim.

In selecting the lowest responsible and qualified bidder, consideration will be given to the bidder’s financial standing, his general competency for the performance of the work covered by the proposal and the size of previous jobs satisfactorily completed by him , as well as whether he has breached any term s of public works contracts he has entered into in the past. Bidders may be required to present satisfactory evidence that they have been regularly engaged in the business, or are reasonably familiar therewith, and that they are fully prepared with the ne cessary capital, materials and machinery to complete the work to be contracted for, to the satisfaction of the City Council. Each bidder must be prepared to furnish, at the time of opening bids, a certified copy of his financial statement.

Failure to execute the contract and file acceptable bonds, as specified in Section 2 -4 and insurance certificates, as specified in Section 7-3, shall be just cause for the annulment of the award and the forfeiture of the bid bond. Transfers of contract, or of interest in contracts, are prohibited.

The Contractor shall posses any and all Contractor’s or other business licenses required by law with respect to the work to be performed under this contract and shall certify to the City that they are properly licensed.

The Contractor shall promptly, and not later than the 21st calendar day after receipt of notice of award, deliver to the City the following fully executed documents:

Three (3) copies of this Agreement fully executed by the Contractor.

All “Insurance Requirements” constituting the insurance policies, endorsements and certificates of insurance to be provided by the Contractor, including, but not limited to: Public Liability, Property Damage and Workman’s Compensation.

The “Faithful Performance Bond” to be provided by the Contractor.

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The “Labor and Material Bond” to be provided by the Contractor.

Such contract documents, insurance requirements and bonds shall be collectively referred to as the “Contract, Insurance and Bond Documents”.

2-2 Assignment
The provisions of Section 2-2 of the General Provisions are supplemented by the following:

2-2.1 Notice to Proceed:

The Contractor agrees to commence the Work and related services provided for in the Contract Documents (hereinafter, the “Related Services”) here in immediately upon the receipt of a written Notice to Proceed from the City, to continue performance of the Work and Related Services in a diligent, workmanlike manner without interruption, and to complete the improvements on or before the dates for compl etion as set forth in these Special Provisions. Delivery by the City of an executed copy of the Agreement to the Contractor shall alternatively be deemed to constitute the Notice to Proceed, and shall occur when an executed copy of the Agreement is either delivered personally , or by overnight express courier, to the Contractor or its authorized agent or representative, or when a copy of the executed Agreement is faxed to the Contractor at its address as shown on the first page of the Agreement and thereaft er deposited in the United States mail addressed to Contractor with the postage thereon fully prepaid.

Time is of the Essence

The Contractor acknowledges and agrees that time is of the essence in its completing the Project in the timely manner as set forth in the Contract Documents.

Failure to Deliver by Document Deadline Date

The Contractor further acknowledges and agrees that no Notice to Proceed with the work shall be effective as to the Contractor until such time as the City has received and approved said Contract, Insurance and Bond Documents. In the event said Contract, Insurance and Bond Documents are not received by the City on or before said Document Deadline Date, the Contractor agrees to the deduction of one (1) working day from the number of days available to achieve the Contract completion date set forth in this Section of these Special Provisions for every day of delay in receipt by the City of the Contract, Insurance and Bond Documents beyond the Document Deadline Date. Said deduction shall be in addition to any other remedy available to the City upon the Contractor’s failure to timely provide said Contract, Insurance and Bond Documents, including the right of the City to refuse to execute and deliver the Agreement or to take such other action as may be authorized by law. In the event said Contract, Insurance and Bond Documents are received by the City on or before the Document Deadline Date, the subsequent delivery of a fully executed copy of this agreement to the Contractor by the City shall be deemed an election by the City to exercise the deduction of working days to achieve the Contract Completion Dates without further notice to the Contractor being required.

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2-3 Subcontracts

This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

2-3.2 Self Performance

This Section is hereby modified as follows:

“The Contractor shall perform, with its own organization, Contract work amounting to at least thirty ( 30) percent of the Contract Price except that any designated “Specialty I tems” may be performed by subcontract and the amount of any such “Specialty Items” so performed may be deducted from the Contract Price before computing the amount required to be performed by the Contractor with its own organization. “Specialty Items” wil l be identified by the City of Anaheim in the Bid or Proposal. Where an entire item is subcontracted, the value of work subcontracted will be based on the Contract Unit Price set forth in the Contractor’s bid documents. When a portion of an item is subco ntracted, the value of work subcontracted will be based on the estimated percentage of the Contract Unit Price. This will be determined from information submitted by the Contractor, and subject to approval by the Engineer.

Before the work of any Subcontr actor is started, the Contractor shall submit to the Engineer for approval a written statement showing the work to be subcontracted giving the name and business of each Subcontractor and description and value of each portion of the work to be so subcontracted.”

Contractor shall certify and provide proof that all subcontractors to be employed under this contract are properly registered with the Department of Industrial Relations as required by California Law. Documentable proof of proper registration with DESIGNATION OF SUB - CONTRACTORS FORM DULY COMPLETED are required to be submitted along with the bid proposal forms and failure to comply with this provision may be deemed sufficient to render the Contractor’s bid non-responsive.

2-5 Plans and Specifications

2-5.1 General
The provisions of Section 2 -5.1 of the General Provisions shall be supplemented by the following:

Contractor acknowledges that he has satisfied himself as to the nature and location of the work, the general and local conditions, conditions of the site, availability of labor, electric power, water and the kind of surface and subsurface materials on the site, the kind of equipment needed, and

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all other matters which may in any way effect the work or the cost. Any failure of the Contractor to acquaint himself with all the available information concerning conditions will not relieve him from responsibility for estimating and bidding properly the difficulties or cost of the work.

2-5.2 Precedence of Contract Documents
Delete the entire subsection and replace with the following:

If it appears that the work to be done or any matter relative thereto is not sufficiently detailed or explained in the plans, specifications and Special Provisions, the Contractor shall apply to the Engineer for such further explanation as may be necessary and shall conform to such explanation or interpretation as part of the Contract.

In the event of any discrepancy between any scaled dimensions on the plans and the figures written thereon, the figures shall be taken as correct.

The specifications, plans, Special Provisions and all supplemental contract documents are essential parts of the Contract and a requirement occurring in one is as binding as though occurring in all. If there should be any inconsistencies in the above documents the order of authority and control shall be as follows:

1. Special Provisions

2. Plans

3. Standard Details

4. City of Anaheim Standard Specifications

5. Reference Specifications

Inconsistencies in Standard Specifications, the order of authority and control shall be as follows:

Sections referenced in the Special Provisions
City of Anaheim Standard Specifications
Standard Specifications for Public Works Construction 2012 Edition and subsequent Supplements thereto, of Standard Specifications State of California, 2010 as referenced in Special Provisions.

2-5.4 As Built (Added)
The Contractor shall maintain a "Record" set of Drawings and Specifications on the job site at all times, including all executed addenda, change orders, and field orders. This set of “Record Drawings” shall be separate, clean, blueline prints reserved for the purpose of showing a complete picture of the work actually constructed. These drawings shall be kept current with the construction and for the purpose of attaining a correct s et of As-Built plans. All final locations determined in the field and any deviations from the Plans and Specifications shall be marked in red on this “Record” set of plans to show the As -Built conditions. Upon completion of all work, and before final pay ment, these “Record” drawings with all applicable As -Built notes shall be signed by the Contractor, dated, and returned to the Engineer for review and acceptance.

Reviewed and accepted “Record” drawings are a condition for final acceptance.

2-6 Work to be done.

The following paragraph shall be added following paragraph one:

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All work which is defective in its construction or deficient in any of the requirements of the Plans and Specifications, including but not limited to, conformance to the lines and grades shown on the plans or established by the Engineer, shall be remedied or removed and replaced by the Contractor in an acceptable manner at his own expense. No compensation will be allowed for any work done beyond the lines and grades shown on the Plans or established by the Engineer.

Upon failure on the part of the Contractor to comply with any order of the Engineer made under the provisions of this article, the Engineer and City may cause the defective work to be remedied or removed and replaced at the expense of the Contractor.

2-9 Surveying
2-9.1 Permanent Survey Markers
Add the following after the first sentence:

Prior to the start of construction, the Contractor shall contact the City of Anaheim, C ity Surveyor at (714)-765-5284 to coordinate t he transfer of existing bench marks and ties. City of Anaheim survey crews will transfer the benchmarks and ties.

2-10 Authority of the Board and the Engineer
The following sentence shall be added beneath the last paragraph:

No change shall be made to t he approved Plans and Specifications, except as directed by the Engineer, in writing.

SECTION 3 – Changes in Work
3-2 Changes Initiated by the Agency
3-2.1 General
The first paragraph of Section 3-2.1 of the General Specifications shall be deleted.

3-2.2 Contract Unit Prices
3-2.2.1 General
The first sentence of Section 3-2.2.1 of the General Specifications shall be modified as follows:

If a change is ordered in an item of work covered by a Contract Unit Price an adjustment in payment will be made. This adjustment will be based upon the incr ease or decrease in quantity at the Contract Unit Price Bid.

The second and third paragraph of Section 3-2.2.1 of the General Specifications shall be deleted.

3-2.2.2 Increases of More Than 25 Percent.

Delete this entire section.
3-2.2.3 Decreases of More Than 25 Percent.

Delete this entire section.
3-3 Extra Work

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3-3.2.2.3 Tool and Equipment Rental
The provisions of Section 3 -3.2.2.3 of the General Provisions relating to “Tool and Equipment Rental” shall be deleted and replaced with the following:

Equipment rental rates shall be per Section 9, Sub -section 9 -1.04D “Equipment Rental”, of Caltrans 2010 Standard Specifications, using the Caltrans current “Labor Surcharg e and Equipment Rental Rates” at the time the Extra Work is being performed.

The link to the latest “Labor Surcharge and Equipment Rental Rates” is as follows:
http://www.dot.ca.gov/hq/construc/equipmnt.html

3-3.2.3 Markup
The provisions of Section 3 -3.2.3 of the General Provisions relating to markup shall be deleted and replaced with the following:
a) Work by Contractor.

A markup of fifteen (15%) percent, covering all overhead and profits, shall be added to the Contractor’s costs as de termined under 3 -3.2.2 and shall constitute the Contractor’s only payment for all overhead of any type and profit on “extra work”. There is no compensation for bond costs associated with “extra work”.

b) Work by subcontractor.

When a subcontractor perf orms all or any part of the extra wo rk, the markup established in 3-3.2.3(a) shall be applied to the subcontractor’s actual cost of such work , and shall constitute its only payment for all overhead of any type and profit . The Contractor shall receive an a dditional markup, not to exceed five (5%) percent, for all its overhead and profit on the “extra work” performed by the Subcontractor.

3-5 Disputed Work
The second sentence of Section 3-5 of the General Provisions shall be modified as follows:

Delete all reference to mediation/arbitration.

3-5.1 Claims and Disputes During Performance: (Added)
The following procedures and requirements shall apply and be fully complied with for any claim or dispute to be considered for payment as extra work:

Procedure:

The Contractor and the City shall make good-faith attempts to resolve any and all claims and disputes that may from time to time arise during the performance of the w ork of this contract. If the Contractor considers any Work required of them to be outside the requirements of the Contract, or if Contractor consider any instruction, meaning, requirement, ruling or decision of the City or its representative to be unauthorized or improper, Contractor shall, within seven (7) calendar days after such demand is m ade, or instructions given, file a written protest with the City Engineer stating clearly and in detail the objection and reason therefore. The Contractor shall nonetheless perform the

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disputed work even though a written protest has been filed. If a writt en protest is not submitted within seven (7) calendar days of the date that Contractor’s claim arose , the Contractor shall waive his right to further claim on the specific issue.

A. If a written protest is filed, the City will review the Contractor’s writte n protest and provide a decision. If the Contractor still considers Anaheim’s requirement to be outside of the requirements of the Contract, Contractor shall notify the City, in writing, within seven ( 7) calendar days after receiving Anaheim’s decisions th at Contractor will submit formal claim. Any formal claim shall be submitted w ithin thirty ( 30) calendar days of receiving Anaheim’s initial decision. Contractor shall submit its claim and all arguments, justification, cost or estimate, schedule analysis, and detailed documentation supporting their position. Failure to furnish timely notification within seven ( 7) calendar days and all justifying documentation within thirty (30) calendar days will result in the Contractor waiving his right to submit the claim.

B. Upon receipt of the Contractor’s formal claim including all arguments, justification, cost or estimates, schedule analysis, and documentation supporting its position as previously described, the City Engineer or his representative will review the material submitted and any other available facts and within thirty ( 30) calendar days from receipt of the Contractor’s claim, render a final determination.

Certification:

A. With any formal claim, the Contractor shall submit a statement as follows:

1. The claim is made in good faith

2. Supporting data are accurate and complete to the best of the Contractor’s knowledge and belief.

3. The amount requested accurately reflects the Contract adjustment for which the Contractor believes the City is liable.

4. If the Contrac tor is an individual, the certification shall be executed by that individual under penalty of perjury.

5. If the Contractor is not an individual, the certification shall be executed by an officer or general partner of the Contractor having overall responsib ility for the conduct of the Contractor’s affairs under penalty of perjury.

6. If a false claim is submitted, the Contractor will be subject to appropriate legal action.

B. In regard to any claim or portion of a claim for Subcontractor work, the Contractor shall fully review said claim and certify said claim, under penalty of perjury, to have been made in good faith.

C. Failure to furnish certification as required hereinbefore will result in Contractor ’s waiving its right to the subject claim.

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D. Nothing in this procedure shall deprive contractor of any rights or remedies required by state statute.

Claim Format

A. The Contractor shall submit the claim justification in the following format:

Summary of claim merit and quantum plus clause under which the claim is made.

List of documents related to claim:
a. Specifications
b. Drawings
c. Clarifications/Requests for information
d. Schedules
e. Other

Chronology of events and correspondence
Analysis of claim merit.

Analysis of claim cost.

Refusal by Contractor to Perform Requested Change Order or Disputed Work

Contractor acknowledges that all work associated with the original project scope as well as any work change ordered into this project is vital to the satisfactory completion of the project and its intended use or purpose. Furthermore, Contractor acknowledges that the consequences to Agency for refusing to proceed with work under the change order or disputed work provisions set forth herein will cause the Agency incalculable damage and that said damage could vary so widely that actual costs are inestimable and a monetary equivalent is not easily ascertainable.

Therefore, Agency and Contractor agree that Liquidated Damage in the amount of $10,000 or 15% of the actual quote for the subject work, received from a replacement Co ntractor, whichever is greater, will be assessed against the Contractor for refusing to diligently pursue and perform the requested change order and/or the disputed work associated with the dispute. The total liquidated damage assessment under this provis ion will be deducted by the Agency from monies due or becoming due to contractor, not excluding retention proceeds, for each refusal to proceed with work under the change order or disputed work provisions.

SECTION 4 – Control of Materials

4-1 Materials and Workmanship

4-1.1 General

After the second paragraph add the following:

The Contr actor shall defend (at City’s option), hold harmless, and indemnify the City of Anaheim, the Consultant Engineer, and City ’s officers, agents, employees, representative s, and volunteers from and against and from all claims and liability arising from damage and injury due to said defects. The Contractor shall make all repairs and replacements promptly upon receipt of written order from the Engineer. If the Contractor fai ls to make the repairs and replacements

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promptly the City may do the work and the Contractor and his surety shall be liable to the City for the cost of the work.

4-1.4 Test of Materials

The provisions of Section 4 -1.4 of the General Provisions shall be s upplemented by the following:

Delete the portion of the third sentence of the first paragraph that refers to retesting and delete the entire fourth sentence of the first paragraph and replace it with:

The costs of all other tests, including the retesting of material or workmanship that fails to pass the first test, shall be paid for by the Contractor.

The cost of compaction retesting in excess of ten percent ( 10%) of the number of initial compaction tests required by the Engineer may be assessed to the Co ntractor at the City’s discretion.

4-1.5 Certificate of Compliance

Insert the following after the first paragraph:

The Contractor shall submit Certificates of Compliance prior to the use of materials for which these specifications or the Special Provisio ns require that such a Certificate be furnished by the contractor. A Certificate of Compliance shall not relieve the Contractor of the responsibility of incorporating material in the work which conforms to the requirements of the Plans and Specifications and any such material not conforming to such requirements will be subject to rejection whether in place or not.

The City reserves the right to refuse to permit the use of materials on the basis of a Certificate of Compliance.

The form and disposition of the Certificate of Compliance shall be as directed by the Engineer.

4-1.6 Trade Names or Equals

The first paragraph of Section 4-1.6 is modified as follows:

Request for substitution shall be submitted within 10 days after award of contract.

SECTION 5 – Utilities

5-1 Location

The following is added to the Fourth paragraph of Section 5.1 in the General Provisions:

The failure of the California Department of Transportation to promptly or accurately identify the location of its subsurface installations, to either the City or the Contractor, shall not be the City’s responsibility. The Contractor shall be responsible for locating these subsurface installations even though the California Department of Transportation has not accurately identified such installations. If no pay item is provided in the contract for this work, full compensation for such work shall be considered as included in the prices bid for other items of work.

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Contractor further acknowledges that Government Code Section 4215 states in pertinent part that“…Nothing contained herein shall be deemed to require the public agency to indicate the presence of existing service laterals or appurtenances whenever the presence of such utilities on the site of the construction project can be inferred from the presence of other visible facilities such as buildings, meter and junction boxes, on or adjacent to the site of the construction;…”.

5-1.1 Underground Service Alert (Added)

The Contractor will be required to contact Underground Service Alert an d obtain an Identification Number. The notification must be made a minimum of two (2) working days prior to doing any excavation on this project.

The Identification Number must be given to the Engineer and/or Inspector prior to the start of any work on this project. If the Contractor fails to obtain this number, the City reserves the right to stop all work on the project. No additional compensation or extension or working days shall be allowed for this stoppage.

5-4 Relocation
Add the following at the end of the subsection:

Any facilities to be relocated by the Contractor, as indicated on the plans, shall be relocated in a workmanlike manner. All such work shall be done only at such times which are acceptable to the owner. The Contractor shall sched ule his relocation work in cooperation with the owner and shall be responsible for any costs resulting from the Contractor’s failure to do the work at times which are acceptable to the owner. The Contractor shall notify owners at least two (2) working days in advance of any work on any of their utilities.

5-5 Delays
In Section 5 -5 of the General Provisions the last paragraph is deleted and the following submitted in its place:

If the Contractor sustains loss due to delays attributable to interferences, r elocations, or alterations not covered by 5-1, or 3-3, it may submit a claim pursuant to 6-6.

5-7 Utility Connection (Added)
Upon installing utility connections to City owned facilities, the Contractor shall see that said utilities are put in the City’s name.

SECTION 6 – Prosecution Progress and Acceptance of the Work 6-1 Construction Schedule and Commencement of the Work
6-1.1 Construction Schedule
The provisions of Section 6-1.1 of the General Provisions shall be supplemented by the following:

Insert the following after the first sentence in the paragraph:

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The Contractor shall submit to the Engineer/Contract Administrator, within five (5) working days prior to the issuance of the Notice to Proceed, a detailed schedule for the items of works to be done.

The following paragraphs shall be added at the end of this subsection:

Prior to the commencement of construction, arrangements will be made by the City for a meeting between the Contractor, The Engineer, Utility Representatives, designers and others as may be involved with the project. The purpose of the meeting is to coordinate the activities of the Contractor within the limits of this contract, review utility conflicts, review scheduling, discuss construction methods and clarify inspection procedures.

The Contractor shall submit updated Progress Reports to the Engineer at monthly intervals after the date of the Notice to Proceed. The report shall include an updated Construction schedule.

Any deviations from the original schedule shall be explaine d. Progress payments will be withheld pending receipt of any outstanding reports.

6-1.2 Commencement of the Work

The following paragraph shall be added at the end of this Sub-section:

In the event a Notice to Proceed has not been issued within ninety (90) days from the award of the Contract due to failure of the Contractor to submit the required documents, the Contract time shall commence on the 91st day after award and each day thereafter will be charged against the Contract time in accordance with Section 6-7.3.

6-2 Prosecution of the Work

The provisions of Section 6-2 shall be supplemented by the following:

Insert the following between paragraphs 1 and 2:

The Contractor, and any and all Subcontractors, shall limit all construction activity and operations to the new City Right-of-Way. The Contractor shall, prior to conducting work on any occupied property within the project area, confirm with the City’s inspector the location of the City’s right of way, and the extent of any applicable temporary c onstruction easements, which serve as the permissible bounds of construction activity. No person, or construction activity, shall pass beyond or engage in any construction -related activity outside of the defined temporary construction easements, and the C ontractor shall monitor its personnel, and the personnel of its subcontractors, to assure compliance with this provision. The prohibition on construction-related activity beyond the defined City Right of Way and Temporary Construction Easements includes work for the sidewalk, landscaping and slough walls, etc., and extends to prohibit storage of materials or vehicles, including parking or storage of vehicles of employees, and any utilization of private property for staging, storage, or any other purpose.

6-3 Suspension of the Work

6-3.1 General

The following is added to Section 6-3.1 of the General Provisions:

SS-23

It is understood that the City may require temporary omissions and “leap frogging” of portions of the work at locations to be designated by the E ngineer. All fill -in and “come back” required for those previously omitted areas or openings shall be completed at the direction of the Engineer and all costs are to be included in th e various item of work and no additional payment shall be allowed therefore.

6-6 Delays and Extensions of Time

6-6.1 General

The provisions of Section 6 -6.1 in the General Provisions shall be deleted and replaced with the following:

If delays are caused by unforeseen events beyond the control of the Contractor, such delays will entitle the Contractor to an extension of time as provided herein, but the Contractor will not be entitled to damages or additional payment due to such delays except as provided in 6 -6.3 and 6-6.4.

No extension of time will be granted for a delay ca used by the Contractor’s inability to obtain materials unless the Contractor furnishes to the Engineer documentary proof. The proof must be provided in a timely manner in accordance with the sequence of the Contractor’s operations and the approved construction schedule.

If delays beyond the Contractors control are caused solely by action or inaction by the City, such delays will entitle the Contractor to an extension of time as provided in 6-6.2.

6-6.2 Extensions of Time

Section 6-6.2 of the General Provisions is changed to be as follows:

Extensions of time, when granted, will be based upon the effect of delays to the critical path of the work. They will not be granted for non -controlling delays to minor portions of the work unless it can be shown thro ugh a Critical Path Method ( CPM) schedule that such delays did or will delay the critical path of the work.

6-6.3 Payment for Delays
Section 6-6.3 of the General Provisions is changed to be as follows:

The Contractor will only be compensated for damages i ncurred du e to delays for which the City is solely responsible, and which delays are unreasonable under the circumstances involved, and not within the contemplation of the parties. The damages recoverable by the Contractor are only those actual costs inc urred by the Contractor due to the delay. T he City will not be liable for damages which the Contractor could have avoided by any reasonable means, such as judicious handling of forces, equipment, or plant. The determination of what damages the Contractor could have avoided will be made by the Engineer.

6-6.4 Written Notice and Report
Section 6-6.4 of the General Provisions is changed to be as follows:

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(a) If the Contractor desires an extension of time, it shall file with the City a written time extension notice within three (3) days after the beginning of the delay. Time e xtensions related to the delay, shall be determined by the Engineer based on the impact on the critical path of the project.

Within fifteen (15) days of the Contractor’s first time exten sion notice, the Contractor shall submit to the City a full and written detailed change order request, which fully documents the amount of time to be claimed. The change order for time extensions shall include an “impacted” schedule showing the effect of the claimed delay event on the critical path and contract completion dates. Any change order for extension of time shall fully document the Contractor’s request for time extensions pursuant to the requirements of the contract documents. The Contractor’s failure to submit the above described written change order request, to the City within eighteen (18) days of the original commencement of the delay, shall constitute a waiver of the Contractor’s claim for a time extension.

(b) If the Contractor desires a paym ent for delay as specified in 6 -6.3, it shall file with the City a written notice of its intent to make a claim for such payment within three (3) days after the beginning of the delay.

Any payment for the delay will be as set forth in 6-6.3.

Additionally, within three (3) days after the beginning of the delay, the Contractor shall submit to the City a written notice containing a good faith estimate of the payment it will seek for each day of delay. If the Contractor cannot make a good faith estimate of th e payment it will seek for each day of delay, it shall submit within three (3) days after the beginning of the delay a full explanation as to why it cannot make a good faith estimate of the payment it will seek for each day of delay.

If Contractor fails to submit a timely notice of its intent to claim payment for delay, or its notice with an estimate of the payment it will seek per day of delay, or its explanation why such estimate cannot be made, as required above, the Contractor expressly waives and releases the City from any and all damages caused by the delay.

6-7 Time of Completion
6-7.1.1 Overtime Inspection Costs (Added)
The Contractor is hereby notified that he/she is responsible for all overtime inspection costs incurred by the City for all work p erformed at the discretion of the Contractor outside normal working hours.

Authorized overtime work by the Contractor as part of this contract required by these Special Provisions or by City obtained permits or by other City Departments will not be subjec t to overtime inspection costs.

The Contractor will be notified in writing of all overtime inspection costs incurred by the City.

Payment for overtime inspection costs will be withheld from progress payments to the Contractor.

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6-9 Liquidated Damages
The provisions of Section 6-9 of the General Provisions shall be modified to read as follows:

Failure of the Contractor to complete the work within the time allowed will result in damages being sustained by the City . Such damages are, and will continue to be, impracticable and difficult to determine. For each day in excess of the time specified for completion of the work (as adjusted by any Change Orders), the Contractor shall be liable to the City for the sum stated as liquidated damages in the special provisions.

Execution of the contract by the City and the Contractor shall constitute agreement:

(a) That the sum stated in the Special Provisions as liquidated damages is the minimum amount of the costs and actual d amage caused the City by failure of the Contractor to complete the work within the allotted time.

(b) That such sum constitutes liquidated damages and shall not be construed as a penalty.

Nothing contained in this provision or in the contract shall be construed to limit or defeat the right of the City to recover for any and all actual damages sustained as a result of the untimely completion of the work.

6-9.1 Final Submittals (Added)

The Contractor within thirty ( 30) Calendar days from the FINAL COMPLETION DATE, (as defined in Section 6 -8) shall submit all outstanding certified payrolls, the final invoice, and any other outstanding documentation. In the event there are deficiencies in the documents submitted, the Contractor shall be responsible for correcting all deficiencies and providing complete and accurate documentation within fourteen ( 14) calendar days of the correction notice from the Engineer. Contractor also acknowledges and agrees that satisfactory submis sion of the final paper work is part of the labor on the work of improvement and that the labor on the project is not completed until such documentation obligations are satisfied.

Failure to comply with these provisions will result in assessment of Liquid ated Damages in the amount of $250.00 per day. The City will deduct the total amount of these Liquidated Damages from the Contractor’s final progress payment or project retention monies without further notification to the Contractor.

Payment for conforma nce to the requirements of this section shall be deemed to be included in the price bid for the various items of work.

SECTION 7 – Responsibilities of the Contractor

7-1 The Contractor’s Equipment and Facilities

7-1.1 General

7-1.2 Temporary Utility Services

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Insert the following after the first paragraph:

The Contractor shall be responsible for payment of all billings for water and electrical service for the planting and maintenance of the landscaping of the various areas shown on the plans until such time as the City accepts the Landscaping and Irrigation Systems.

7-2 Labor
7-2.1 General
The first sentence of Section 7-2.1 of the General Provisions shall be supplemented as follows:

Add the words – “and employment of apprentices”.

7-2.2 Prevailing Wages

The first sentence of this Section shall be modified to read as follows:

In accordance with the provisions of Section 1773.2 of the Labor Code, copies of the current prevailing rate of per diem wages at the time of the Bid as determined by the Direc tor of the Department of Industrial Relations (DIR) are available on the website as follows:
(http://www.dir.ca.gov/dlsr/statistics_research.html).

The Federal Department of Labor will not accept lower State wage rates not specifically included in the Federal minimum wage determinations. This includes “helper” (or other classifications based on hours of experience) or any other classification not appearing in the Federal wage determinations.

7-2.3 Payroll Records

The following paragraph shall be added following the first paragraph:

The Contractor, and all subcontractors, suppliers and vendors, shall comply with all City, State, and Federal orders regarding affirmative action to ensure e qual employment opportunities and fair employment practices. Failure to file any report due under said orders will result in suspension of progress payments.

The Prime Contractor shall be responsible for the submittal of bi -weekly certified payrolls for its own forces as well as all subcontractors.

Contractors and subcontractors on all Public Works projects will be required to submit certified payroll records (CPRs) to the Labor Commissioner unless excused from this requirement.

The Contractor and each of his subcontractors shall prepare payrolls on forms prescribed and in accordance with instructions furnished by the City. Within seven (7) days after the regular payment date of the payroll, the Contractor shall deliver to the City a certified and legib le copy

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of each payroll. Such payroll shall be stated under penalty of perjury to in accordance with the federal regulations made pursuant to the “Anti-Kick-Back Statute (41 U.S.C. Sec.51)”.

Such copies of payrolls shall be accompanied by substantial pro of that all bills for services rendered and materials supplied have been duly paid for. The Contractor shall not carry on his payroll any person not employed by him. Employees of a subcontractor must be carried on the rules of the employing subcontractor.

Each Contractor or subcontractor shall preserve its weekly payroll records for a period of three (3) years from the date of the contract. The payroll records shall set out accurately and completely the name, address, social security number, occupation al classification, and hourly wage rate of each employee, hours worked by him during the payroll period, and full weekly wages earned by him, any deductions made from such weekly wages and the actual weekly wages paid. Such payroll records shall be made a vailable at all times for inspection by the City or its authorized representatives.

The Contractor agrees that, in case of underpayment of wages to any worker on the project under this contract by the Contractor or any subcontractor, the City shall withh old from the Contractor out of payments due, an amount sufficient to pay such worker the difference between the wages required to be paid under this contract and the wages actually paid such worker for the total number of hours worked and that the City may disburse such amount so withheld by it for and on account of the Contractor to the employee to whom such amount is due. The Contractor further agrees that the amount to be withheld pursuant to this paragraph may be in addition to the percentages to be retained by the City pursuant to other provisions of this contract.

The contractor shall provide unlimited access to the job site for all equal employment opportunity compliance officers.

7-2.4 Hours of Labor

7-3 Liability Insurance
The provisions of Section 7-3 of the General Provisions shall be modified to read as follows:

The agency shall be given thirty (30) days notice prior to cancellation or termination of required insurance policies.

The Contractor shall not commence work under this contract un til he has obtained all insurance required hereunder with a company or companies acceptable to the City, nor shall the Contractor allow any subcontractor to commence work in his subcontract until all insurance required of the subcontractor has been obtained.

The provisions of Section 7 -3 of the General Provisions relating to minimum insurance amounts shall be modified as follows:

The Insurance policy shall provide the following minimum limits:

Bodily injury including $1,000,000 each person
Accidental death $1,000,000 each accident
Property damage and

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Public liability $1,000,000 each person
(including coverage of
vehicles used by the $1,000,000 each accident
Contractor on or off the premises) $1,000,000 property damage

Each of the above policies shall specify that it acts as the primary insurance and that no insurance held or owned by the designated additional insured shall be called upon to cover a loss under said policy.

7-5 Permits
Replace the entire first paragraph with the following:

Prior to start of any work the Contractor shall obtain the applicable City permits and make arrangements for City inspections. The City will issue the permits at no charge to the Contractor.

The Contractor and all subcontractors shall each obtain a City business license, and shall be licensed in accordance with State Business and Professions Code . The contractor shall also obtain and pay for any and all other permits, licenses, inspections, certificates, or authorizations required by any governing body or entity.

It is understood by the bidder and Subcontractors that The City of Anaheim, per Anaheim Municipal Code Section 3.04.050, does impose upon the businesses, trades, professions, calling, and occupations specified in the code, license taxes in the amounts prescribed in the code. It is unlawful for any person to transact and carry on any business, trade, profession, calling, or occupation without first having procured a license from the City and then complying with any and all applicable provisions of the code. Contractor license fees shall be as prescribed by the Anaheim Municipal Code Section 3.24.010.

The Contractor shall obtain all necessary permits for the discharge or disposal of any ground or surface waters in acco rdance with the California Regional Water Quality Control Board Regulations.

7-6 The Contractor’s Representative

The following paragraphs shall be added following the first paragraph:

The Contractor shall file with the Engineer the addresses and telep hone numbers where he or his representative may be reached during hours when the work is not in progress, so that twenty-four (24) hour, seven (7) day a week contact can be maintained.

7-7 Cooperation and Collateral Work

Add the following paragraphs following the second paragraph:

The Contractor shall cooperate with property owners, various utility companies, and other interested parties within or adjacent to the limits of the work specified herein.

It shall be the responsibility of the Contractor to schedule his work and that of his subcontractors to produce a smooth flow of work in a competent manner. All Contractors on this project shall cooperate with each other scheduling their work.

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7-8 Work Site Maintenance

7-8.1 Cleanup, Marking Removal and Dust Control

The second paragraph is amended as follows:

The Contractor shall perform all cleanup work (including the use of a motorized sweeper with vacuum to sweep and clean the street) at the end of each working day during the construction. The cost of all clean up shall be included in the price bid for the various items of work and no additional payment will be made for the cleanup measures.

The following shall be inserted after the first paragraph:

Materials and equipment shall be removed from t he site as soon as they are no longer necessary.

Before the final inspection, the site shall be cleared of equipment, unused materials, rubbish, and all markings placed by the Contractor, the City, Underground Service Alert (USA), or other agent(s)’ markings necessary for the performance of various items of work. These markings shall include, but not limited to paint, stakes, and metal tags.

Before the final inspection, the site shall also be cleared of all detour traffic signs and equipment(s), including all detour signs posted or attached to power pol es, street light structures, utility poles or structures, etc., all inclusive of the project. All detour traffic signs installed and posted by others and are not a part of the contracted work shall remain and shall be protected in place.

The last paragraph is amended as follows:

Failure of the Contractor to comply with the Engineer’s cleanup orders, including removal of markings and associated detour signs and equipment(s) shall result in the assessment of liquidated damages in the amount of $500 per day. It shall also result in an order by the City to suspend work until all areas impacted by the construction site have been cleaned and all conditions corrected, to the satisfaction of the Engineer or Inspector.

Payment for Cleanup, Marking Removal and Dust Control shall be included in the price bid for other various items of work and no additional compensation shall be allowed therefore.

7-8.2 Air Pollution Control

7-8.2.1 Smog Control

Extreme precautions shall be exercised by the Contractor to minimize the escaping of smoke into the air by either the machine or the burning of the pavement during the heater-planning process, in the event that the smoke problem becomes excessive, it may be necessary to add an additional blower system to reduce the problem. No additional compensation will be made for any necessary steps required to reduce the smoke.

7-8.4 Storage of Equipment and Materials in Public Streets The number of days is amended to two (2) worki ng days. In addition, the last paragraph is amended as follows:

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All excess material from excavation not used shall be removed from the site within one (1) working day.

No equipment/material storage will be allowed within the project area during non -working hours for the duration of the construction. Unused equipment or material (including the displaced material) shall be removed and stored offsite (to a fenced and screened area) daily. Only equipment and materials to be used and installed on the next w orking day may be stored at the construction site.

Payment for conformance to the requirements of this section shall be deemed to be included in the price bid for the various items of work. No additional compensation will be allowed therefore.

7-8.5 Sanitary Sewers

7-8.5.1 General

The second to the last sentence of the first paragraph shall be replaced with the following:

All sewage flows shall be conveyed in closed conduits and disposed of in a sanitary sewer system, including pumping if required

The following shall be added to the last paragraph:

Full compensation for all work associated with maintaining sewage flow shall be included in the unit price bid for various items of work. No additional compensation will be allowed therefore.

7-8.6 Water Pollution Control

7-8.6.1 General

7-8.6.2 Best Management Practices (BMPs)

Sub-section 7-8.6.2 of the General Provisions shall be amended as follows:

WATER POLLUTION PREVENTION AND BEST MANAGEMENT PRACTICES (BMP’S) Description – Construction ac tivates at City construction sites (less than 1 acre) are currently governed by the City’s NPDES Permit. In order to ensure that appropriate measures are taken to prevent construction related pollutants (dirt, and construction materials) from being washed , blown, tracked or otherwise carried, unintended and uncontrolled, offsite, the Permit requires conformance with Orange County’s Construction Runoff Guidance Manual, found at:
http://ocwatersheds.com/documents/bmp/constructionactivities

City and Locally Funded Projects
If this project disturbs less than 1 acre of land or is related to routine maintenance of an existing linear facility, the project falls outside the coverage requ irements of the General Construction Permit. Therefore a SWPPP is not required. However Permit requirements still prescribe that

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appropriate BMPs shall be implemented in accordance with the Construction Runoff Guidance Manual. Therefore, the Contractor shall develop, implement and maintain an Erosion and Sediment Control Plan. This Plan shall use the construction plans as a basis for identifying the location and type of BMP that will be implemented on and off -site, based upon the anticipated construction activities, equipment and materials that will be used in the project, for review and approval by the Department of Public Works.

Since construction activities are highly variable throughout the phases and term of the project and may even include work not originally anticipated, the approved Erosion and Sediment Control Plan does not relieve the contractor from the responsibility to implement and maintain the appropriate BMPs, which may not have been identified, to prevent storm water pollution resulting from the at all times during the contract period.

State and Federally Funded Projects
If this project disturbs less than 1 acre of land or is related to routine maintenance of an existing linear facility, the project falls outside the coverage requirem ents of the General Construction Permit. Therefore a SWPPP is not required. However Permit requirements still prescribe that appropriate BMPs shall be implemented in accordance with the both the Construction Runoff Guidance Manual. Therefore, the Contra ctor shall develop, implement and maintain Water Pollution Control Program (WPCP), approved by the Department of Public Works and conforming with the requirements of Caltrans Specifications Section 7-1.10G, Water Pollution.

Since construction activities a re highly variable throughout the phases and term of the project and may even include work not originally anticipated, the approved WPCP does not relieve the contractor from the responsibility to implement and maintain the appropriate BMPs, which may not have been identified, to prevent storm water pollution resulting from the at all times during the contract period.

The following shall apply to all projects regardless of the type of “Stormwater Plan” developed or funding source

The contractor shall routinely inspect the construction site, staging areas, and any impacted areas offsite to evaluate the applicability and effectives of the BMPs that are or should be in place.

These inspections shall be conducted at a minimum, within 48 hours prior to anticip ated storm events, during rainfall (if occurring during business hours) and after any storm event. The outcome of these inspections shall identify any deficiencies identified and corrective actions anticipated or taken and shall be documented by the contr actor and made available to the City’s representative, the same day, upon request.

Payment to develop and maintain the Erosion and Sediment Control Plan, WPCP and all related or required BMPs shall be considered included in the contract unit price paid fo r other items of work and shall be considered incidental for accomplishing the work and no additional compensation will be allowed therefore.

Failure of the Contractor to comply with the Engineer’s requested corrective actions may result in an order to suspend work until the condition is corrected. No additional compensation will be allowed as a result of such suspension.

7-8.6.2.1 Catch Basin Labeling (Added)

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On all catch basin construction, the following shall be stenciled on top of the curb at the c atch basin:

NO DUMPING – DRAINS TO OCEAN
The lettering shall be three inch (3”) high and applied with black paint.

Payment for conformance to the requirements of this section shall be deemed to be included in the price bid for the various item of work and no additional compensation will be allowed therefore.

7-8.6.3 Storm Water Pollution Prevention Plan (SWPPP)

Add the following after the first paragraph:

The Contractor shall be responsible for complying with all requirements of the State NPDES General Construction Storm Water Permit (trigger for compliance currently set at disturbance of 1 acre or more of land) and for development and implementation of the Storm Water Pollution Prevention Plan (SWPPP), P RDs (Permit Registration Documents), and Monitorin g Plan (MP) (only if Risk Level 2 or 3). The one exception to this responsibility is the uploading online of PRDs into State SMARTS, which is performed by City Staff. However, the contractor is responsible for providing – in a timely manner – PRDs and an y other information required in order to complete these submittals as required by the General Constructi on Permit, and as may be required by the administering agency (e.g., Caltrans).

At the pre construction meeting, the Contractor is required to submit a SWPPP to the City that has been completed by a Qualified SWPPP Developer (QSD) along with PRDs. The Notice to Proceed will not be issued until the approval of SWPPP by the City and successful uploading of SWPPP and PRDs to SMARTS System by the City.

The Contractor shall be responsible for conducting all required monitoring inspections and shall file copies of the inspections and all other reports, certifications or records, as required by the SWPPP, with the Public Works Department. All fines levied against the City, as a result of the Contractor’s failure to comply with the requirements of the Permit, shall be the Co ntractor’s sole responsibility and will be withheld from monies due or becoming due to Contractor.

Submitting Annual Reports: Based o n current General Cons truction Permit deadlines, the Contractor must submit all information to the City required for completion of the Annual Report, one (1) month prior to the deadline for Annual Report Submittal, thus allowing the City to review, request any missing information, and submit then through the SMARTS System.

Time extensions will not be allowed for any delays or suspension of work as a result of the Contractor’s noncompliance with the Permit or SWPPP.

Payment for complying with the Permi t Provisions, completing the SWPPP, implementation of the SWPPP, providing the necessary information to the City for filing of Annual Reports and Notice of Termination, and any incidental work, shall be deemed to be included in the lump sum price bid for SWPPP.

All information related to the Final Reports (including the Annual Report, which must be

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completed and submitted before the Final Report) must be submitted to the City within 30 days of substantial completion of the project, for the City to upload to the SMARTS System.

The contractor shall comply with the Permit and SWPPP requirements, such as implementation, modification, onsite maintenance, monitoring of SWPPP, submittal of required information or documentation for such form s, including but n ot limited to the NOI, weekly inspection reports, rain event reports, annual reports, NOT and any other SWPPP related forms as required by the Provisions of the General Construction Permit in effect, throughout the project.

In the case that the contract or fails to comply with the aforementioned requirements and deadlines set forth under this section, the City reserves the right to withhold progress payments, or if the final progress payment has been issued, withhold the release of retention monies remaining under the contract, until t he contractor’s full compliance, with all provisions satisfied.

7-9 Protection and Restoration of Existing Improvements

Delete the second paragraph and replace it with the following:

The Contractor shall relocate, repair, replace or re-establish all existing improvements within the project limits which are not designated for removal (e.g. curbs, gutters, sidewalks, driveways, fences, walls, irrigated systems, signs, utility installations, pavements, structures, landsca ping, etc.) which are damaged or removed as a result of his operations or as required by the Plans and Specifications. Damaged or removed traffic signal detector loops and or irrigations systems shall be replaced or repaired and returned to service within seventy ( 72) hours, unless otherwise directed by the Engineer. Where existing traffic striping, pavement markings, and curb markings are damaged or the reflectivity reduced by the Contractor’s operations, such striping or marking shall also be considere d as existing improvements and the Contractor shall repaint or replace such improvements.

Relocations, repairs, replacements or re -establishments shall be at least equal to the existing improvements and shall match such improvements in finish and dimens ions unless otherwise specified.

The last paragraph of this subsection is replaced with the following:

All costs to the Contractor for protecting, removing, restoring, relocating, repairing, replacing, re-establishing and/or supporting existing improvements shall be included in the Bid.

7-10 Public Convenience and Safety

Insert the following:

When construction occurs within a developed residential area and/or through a school site, the Contractor shall take all necessary precautions to protect the public, especially children, from the hazards of open excavations. Trenches shall either be covered or adequately fenced and lighted at night and on weekends or whenever operations are not in actual process.

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Unusual conditions may arise on the work which will require that immediate and unusual provisions be made to protect the public from danger or loss or damage to life and property, due directly or indirectly to the prosecution of the work. It is part of the service required of the contractor to make such provisions and to furnish such protection.

The Contractor shall use such foresight and shall take such steps and precautions as his operations make necessary to protect the public from danger or damage, loss of life or property, which could result fro m the interruption or contamination of public water supply, irrigation or other public service or from the failure of partly completed work.

Whenever, in the opinion of the City, an emergency exists against which the Contractor has not taken sufficient p recaution for the safety of the public or the protection of the utilities or of adjacent structures or property which may, in the opinion of the City, require immediate action in order to protect public or private or personnel or property interest or prev ent likely loss of human life or damage on account of the operations under the contract, then and in that event the City may provide suitable protection to said interest by causing such work to be done and material to be furnished, as, in the opinion of the City, may seem reasonable and necessary.

The cost and expense of said labor and material together with the cost and expense of such repairs as may be deemed necessary shall be borne by the Contractor, and if he shall not pay said cost and expense upon presentation of the bills therefore, duly certified by the Engineer, then said cost and expense will be paid by the City and shall therefore be deducted from any amounts due, or which may become due to said Contractor. Failure of the City, however, to tak e such precautionary measure, shall not relieve the Contractor of his full responsibility for public safety.

The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City.

7-10.1 Access
7-10.1.1 General
The following paragraphs shall be inserted after the second paragraph:

The Contractor shall prepare a permit application for street closure and shall attach two copies of the proposed traffic control signing, barricading, and/or detour routing. The permit application and accompanying attachments shall be submitted to the Engineer for review. Upon approval from the Engineer, a no -fee Street Closure Permit will be issued. No Street Closure, Lane Closure, Detour or other work requiring traffic co ntrol shall commence prior to issuance of said permit

The Contractor shall provide and install barricades, delineators, warning devices and construction signs in accordance with the current Caltrans Manual of Traffic Controls for Construction and Maintenance Work Zones, and maintain them in new or like new condition for the duration of the construction project, unless otherwise approved by the Engineer. During adverse weather or unusual traffic or working conditions, additional traffic devices shall be placed as directed by the Engineer.

The Contractor shall notify the Engineer a minimum of 5 working days prior to closing or restricting left-turn movements. A minimum of 48 hours prior to restricting left -turn movements and/or closing left -turn pockets, the Contractor shall post sign in advance of and in the area of

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the closure or restriction. The signs, as a minimum, shall notify the public of the date(s) of the closure and the duration.

Judgment as to adequate or sufficient barricading and signing sh all be that which is sufficient and adequate in the opinion of the Engineer.

The Contractor shall relocate, preserve and maintain the visibility of all existing signs within the project limits which affect the flow of traffic, as directed by the Engineer. Any signs which are damaged or found to be missing during the course of construction shall be replaced by the Contractor at his expense as directed by the Engineer. All other signs that interfere with the course of work and are not necessary for the safe flow of traffic will be removed and replaced by the City. Traffic control signs include Stop Signs, Speed Limit, Parking Restriction and other regulatory signs.

Payment for conformance to the requirements of this section shall be deemed to be includ ed in the price bid for various item of work and no additional compensation will be allowed therefore.

7-10.1.1.1 Vehicular Access
Insert the following after the first paragraph:

Temporary AC shall be placed at all approaches to form a smooth transition between the street and drive approach. The Contractor shall maintain the temporary AC until such time the permanent pavement is constructed.

7-10.1.1.2 Pedestrian Access
Contractor is responsible in providing, developing and maintaining pedestrian access .

Contractor shall route pedestrian access and shall be incorporated in the approved construction drawings; this pedestrian access route(s) shall be incorporated in both Phasing Plan (if project requires work to be installed/constructed in different phases) and Traffic Control Plans.

7-10.2 Work Area Traffic Control
7-10.2.1 General
Insert the following:

The Contractor shall notify the occupants of all affected properties at least forty eight (48) hours prior to any temporary obstruction of access. No o vernight closure of any driveway will be allowed except as permitted by the Engineer.

The Contractor shall maintain reasonable access to all businesses and residents at all times.

At least one (1) twelve foot (12’) wide traffic lane shall be provided fo r each direction of travel on all streets at all times, except as permitted by the Engineer. The traffic lanes shall be maintained on pavement, and shall remain unobstructed.

The Contractor shall install detour signs per approved Traffic Control Plans. Detour signs posted or attached to power poles, street light structures, utility poles or structures, etc., shall bear the Project Name and Contractor’s Name written l egibly on the back of each

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sign posted or installed . A t the completion of the project, these detour signs shall be cleared off the area and shall comply with all the provisions of Section 7-8.1.

Drive approaches shall be opened at the end of the normal recommended concrete curing time.

A minimum of seven ( 7) days prior to the start of co nstruction, the Contractor shall install informational signs for the project , as directed by the Resident Engineer . As a minimum, the information on the sign shall include the following:

a. Start date of construction
b. Completion date
c. Lane restrictions
d. Information phone number (714) 765 5079

7-10.4 Safety
7-10.4.2 Safety Orders
Insert the following paragraph:

The Contractor shall comply with “Construction Safety Orders” of the State Division of Industrial Safety except where “Federal Safety and Health” regulations are more stringent, in which case such federal rules shall apply.

7-10.5.3 Steel Plate Covers
Insert the following after the first paragraph:

Excavations or trenching shall not be left open during non -working hours. They shall be backfilled, pl ated over with traffic bearing steel plates (when opened to traffic) or securely fenced and lighted with 6 foot high chain link fencing or equivalent, with temporary lighting as appropriate.

Open trenches that are required to be opened to traffic shall be backfilled, plated over with traffic bearing steel plates recessed, flush with adjacent roadway surfaces, unless otherwise directed by the Engineer. The Contractor shall comply with the following in installing the recessed trench plates:

a. Provide a minimum 12” lap of steel plate on each side of trench to assure no slipping of plate or collapsing of trench wall. Where 12” lap cannot be met, engineering design is required and shall be approved by the City En gineer. Trench shoring including overlap must be based on shoring calculations.
b. Steel plate must fit snug within the recessed area and installed to operate with minimum noise.
c. The pavement shall be cold planed to a depth equal to the thickness of the plate and to a width and length equal to the dimensions of the plate.
d. Multiple plates must be tack welded as needed to secure plates, 6” minimum. e. All plates must meet required traffic loads, and be skid -resistant. The Contractor shall be responsible for the appropriate selection and maintenance of the steel plates. f. Steel plates must be removed and permanent pavement shall be placed within fifteen (15) working days or as approved by the Engineer.

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g. Advance warning signs “steel plates ahead” shall be placed.

7-13 Laws to be Observed

The following paragraph shall be added after paragraph one:

If a discrepancy or inconsistency is discovered in the plans, Drawing Specifications or contract for the work in relation to any such law, ordinance, regulation, order or decree, the contractor shall forthwith report th e same to the Engineer in writing, otherwise the provisions of Section 2-5.1 shall govern.

SECTION 8 – Facilities for Agency Personnel

SECTION 9 – Measurement and Payment

9-3 Payment

9-3.1 General

The following paragraph shall be added at the end of the subsection:

Whenever the Contractor is required to perform work or furnish equipment, labor, tools and materials of any class of work contained in the plans and specifications for which no price is fixed in the proposal, it shall be understood that suc h work, equipment, labor, tools, and material shall be provided without extra charge, allowance, or direct payment of any kind. The cost of performing such work or furnishing such equipment, labor, tools, and materials shall be included in the unit bid prices in the proposal and no additional compensation will be made therefore.

9-3.2 Partial and Final Payment

The second paragraph is amended as follows:

On the workday following the designated closure date for preparation of progress estimates, the Contractor shall submit to the Engineer a written progress estimate based on the contract unit prices or as provided for as in Subsection 9 -2 of the work that has been satisfactorily completed.

The Engineer will review the estimate and approve it or notify the Contractor of any exceptions.

The Engineer will determine and prepare the partial and final payments. If the Contractor fails to submit a written progress estimate, the Engineer will determine the quantity of work performed.

No such progress estima te will be required, nor payment be made when the total number of working days is twenty-five (25) or less or when the value of the work totals less than $500.00.

Progress payment will, when properly completed as specified, be paid within thirty (30) calendar days of submittal, and it is understood that any delay in the preparation, approval and payment of these demands will not constitute a breach of contract on the City.

9-3.2.1 Progress Billings (Anaheim Resort Area Projects Only) (Added)

All progress b illings are to be submitted by the Contractor to the Engineer by the 15 th of each month. The Public Works Department will process billings received by the 15 th of each month and payment will be made not later than the end of the following month. Progress billings received after the 15th of the month will be processed with the next progress billing.

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The Contractor is hereby notified that this project is funded with funds other than Anaheim Resort Area (ARA) funds. As a result, two separate checks may be issued per progress payment.

One check will be for the ARA portion of the work and the other check will be for the non -ARA work. The two checks may not be issued on the same date.

9-3.3 Delivered Materials

The text of this subsection shall be deleted and replaced with the following:

Materials and equipment delivered but not incorporated into the work will not be included in the estimates for progress payment.

PART 2 CONSTRUCTION MATERIALS

SECTION 200 Rock Materials

200-2 Untreated Base Materials

See Section 400-2

SECTION 203 Bituminous Materials

203-6 Asphalt Concrete

See Section 400-4

SECTION 208 Pipe Joint Types and Materials

208-1 General

Insert the following after the first sentence of the section:

Only the following types of joint materials will be permitted for vitrified clay pipe: “D” and “G”.

All other provisions of this section apply.

PART 3 CONSTRUCTION METHODS

SECTION 300 Earthwork

The provisions of Section 300 of the Construction Methods shall be as s upplemented and provided for in the project’s Special Provisions.

SECTION 301 Treated Soil, Subgrade Preparation and Placement of Base Materials

301-1.3 Relative Compaction

The provisions of Section 301-1.3 of the Construction Methods shall be modified as follows:

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Within the width of the roadway the top six ( 6) inches of the subgrade material shall be compacted to a minimum relative compaction of 95%. In shoulder areas and the subgrade material upon which curb, gutter, driveway and sidewalk are to be placed, the sub -grade shall be compacted to a minimum relative compaction of 90%.

After compaction and trimming, the subgrade shall be firm, hard, and unyielding.

301-1.6 Adjustment of Manhole Frame and Cover Sets to Grade

The provisions of Section 301 -1.6 of the Construction M ethods are supplemented by the following:

Unless noted otherwise on the plans or in the Special Provisions, water valve boxes, manholes and survey monuments within the area to be paved or graded shall be set to finished grade in the manner herein specified and as indicated in the City of Anaheim Standard Details.

302-5.5 Distribution and Spreading

The provisions of Section 302 -5.5 of the Construction Methods shall be amended per the following:

The final or surface layer of asphalt concrete shall not be p laced until all on -site improvements, including all grading, and all off -site P.C.C. improvements are substantially complete, as determined by the Engineer.

Asphalt concrete of 61 mm (0.20 foot) thickness or less may be placed in one lift. Asphalt concrete of greater than 61 mm (0.20 foot) thickness shall be placed in a minimum of two lifts.

When placed in two lifts, the compacted thickness of the final surface course of asphalt concrete shall not be greater than 61 mm (0.20 foot) or less than 30 mm (0.10 foot).

Fog Seal Coat

A fog seal coat shall be applied over all join strips where asphalt constructed under this project abuts existing pavement and as directed by the Engineer. The fog seal coat shall conform to the provisions of Section 203.

Fog seal coat shall be an SS1 type asphaltic emulsion applied at a rate of 0.25 L/m2 (0.05 gallons per square yard) or as determined by the Engineer. Payment for the fog seal coat shall be included in the unit price bid per ton for “Asphalt Concrete” and shall i nclude full compensation for furnishing all labor, materials, tools, equipment and appurtenances necessary to do the work, complete in place, as shown on the plans, and as specified in the Specifications and Special Provisions and as directed by the Engine er. No additional compensation will be allowed therefore.

302-5.8 Manholes (and other structures)
The first paragraph of 302-5.8 is hereby changed to read as follows:

Sewer and storm drain structures, water valve boxes, survey monuments and electrical v aults extending above the new subgrade, profile surface or cold mill surface shall be removed by the Contractor to the new subgrade, profile surface or cold mill surface before placement of base

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material or paving. The owners shall lower other structures. All debris and foreign material shall be removed per 301 -1.6. The top of reset manholes and other structures shall meet the smoothness requirement as specified in 302-5.6.2.

303-5 Concrete Curbs, Walks, Gutters, Alley Intersections, Access Ramps, and Driveways

303-5.5.2 Curb
The last sentence of the second paragraph of Section 303-5.5.2 of the Construction Methods shall be modified as follows:

The name of the Contractor and the year in which the improvement is constructed shall not be stamped in the completed work.

SECTION 306 Underground Conduit Construction
The provisions of Section 306 of the construction Methods are supplemented by the following:
306-1 Open Trench Operations
306-1.1 Trench Excavation
306-1.1.6 Bracing Excavations
The last paragraph of the section shall be replaced with the following:

All material used for protection (including sheeting) shall be removed from the project unless it has been approved to remain in place by the Engineer.

306-1.1.7 Protection (Added)

This Section is added to include the following:

Any excavation greater than 305 mm (1’) in depth but less than 0.9 m (3’) which will be left open after the completion of the normal work day shall be protected by a fence or barricade.

Any excavation over 0.9 m (3’) in depth will be fenced.

Prior to the start of construction the Contractor shall submit to the Engineer, for approval, the method of protection to be used.

All excavations less than or equal to 305 mm (1’) in depth which will be left open over night shall have material bladed up and compacted against all vertical cuts within 1.5 m (5’) of the traveled way.

Payment for compliance with this section shall be deemed to be included in the price bid for the various items of work for which excavation is necessary. No additional compensation will be allowed therefore.

306-1.2 Installation of Pipe
306-1.2.1 Bedding
306-1.2.1.1 General

SS-41
The second paragraph of this sub-section is amended as follows:

Bedding shall conform to the following provision of the Construction Methods and as shown on the plans:

The cost of providing and installing said bedding material shall be included in the price bid for pipe and no additional allowance will be made therefore. In any case, where rock bedding under the pipe is required by the Engineer for stabilizing unstable subgrad e due to existing ground conditions (not attributable to Contractors’ operations or methods), such rock bedding material shall be paid for at the job site delivered price.

306-1.2.3 Field Jointing of Clay Pipe
This section is amended as follows:

Type “G” joints shall be used on all mains and six inch ( 6”) or larger laterals. Type “D ” joints may be used on 4” laterals.

306-1.3 Backfill and Densification
The provisions of this section are supplemented by the following:

All backfill for pipe or conduit sha ll be densified to a relative compaction of 90% minimum by water densification, mechanical tampers or rollers or other mechanical means.

306-1.5.1 Temporary Resurfacing
The first sentence of the last paragraph is revised as follows:

Payment for temporary trench resurfacing shall be included in the various items of work and no additional payment will be allowed.

SECTION 307 – Street Lighting and Traffic Signal Systems When applicable, the Traffic Engineering Specifications for Traffic Signals and Safety L ighting Facilities will be found at the end of this Standard Specification Supplement. This document shall replace “Section 307, Str eet Lighting and Traffic Signal Systems ,” of the Greenbook, Standard Specifications for Public Works Construction, Latest Edition.

Detectors

Traffic signal detection shall not be interrupted for a period longer than fourteen (14) calendar days. Any project, public or private, which renders the vehicle loop detectors inoperative during the course of construction activities, t he CONTRACTOR shall replace the loops or install video detection capabilities at all effected project intersection(s) by the end of the fourteen (14) calendar days. The CONTRACTOR will be assessed “Liquidated Damages” in accordance with the Special Provis ions for each additional day traffic signal detection is interrupted. Any proposed video detection system shall comply with the City Specifications and approved by the City Engineer, or his representative, prior to installation by the CONTRACTOR. Compens ation for the loop detectors or video detection system shall be paid for the item of work, no additional compensation shall be allowed. The CONTRACTOR shall contact Traffic Systems Maintenance

SS-42
Operations at 714 -765-6908 seven (7) days prior to start of wo rk to arrange for installation of video detection.

Inductive loop detectors and detector amplifier units shall conform to the provisions of Section 86-5.01, "Vehicle Detectors" of the State of California Department of Transportation (Caltrans) Standard Sp ecifications and Standard Plans, 2010 Edition; City Standard Details except as amended herein and in the Traffic Engineering Specifications for Traffic Signals and Safety Lighting Facilities and Special Provisions.

The term “inductive loop detector” applies to a complete vehicle detection installation consisting of a conductor loop or group of loops installed in the roadway, steel conduit, pull boxes, lead -in cable (DLC), and detector (amplifier) unit and power supply installed in a traffic signal controller cabinet.

Inductive loop detectors shall be Type “E” and consist of three turns of type 2 loop wire.

Preformed inductive loops hall not be used unless otherwise shown on the PLANS. Loop detector configuration and location shall be installed in accordance with City Standard Detail No. 410, and as shown on the plans. Loop detector layout shall be approved by the ENGINEER prior to installation by the CONTRACTOR. Header loops shall straddle the limit line or stop bar.

Loop detector lead -in cable shall be “Type B”. All detector loop wires shall be joined as specified in Section 86 -2.09C, "Connectors and Terminals," of the Standard Specifications or as approved by the ENGINEER. Splices in pull boxes shall be insulated as specified in Section 86 -

2.09E, "Sp lice Insulation," of the Standard Specifications. Each DLC shall be tagged with a plastic or aluminum label that specifies the phase. Each loop shall be identified in the pull box as to number and lane assignment. Tags will be furnished by the CONTRACTOR.

Loop conductors and sealant shall be installed on the same day as the loop slots are cut. All for filling slots shall conform to State Specifications. The sealant for filling slots in asphalt concrete shall be Hot-Melt Rubberized Asphalt Sealant. El astomeric sealant shall be used only for filling slots in portland concrete.

Holes larger than 4-inches across left in the pavement due to loop installation shall be filled with asphalt concrete hot mix.

Where existing interconnect conduit is to be used for advanced/system loop detectors, the CONTRACTOR shall use extreme care not to damage the existing cables (i.e. twisted pair, fiber optic, sign control cable) when installing new lead -in cable. Any existing cable damaged by the CONTRACTOR shall be replaced at his/her expense.

All detector loops in a travel lane shall be series connected and all travel lanes shall be series connected up to a maximum of three (3) lanes per sensor unit, unless otherwise directed by the ENGINEER.

Detectors units shall be t wo channel, rack mounted, inductive loop type with external timing switches conforming to EDI Model #LM 602t, or approved equivalent. Detector unit power supplies shall be rack mounted. The power supply pin out configuration shall be identical to EDI Model #PS-175 (24 volt) power supply. All detector power supplies shall be interchangeable.

SS-43
Unless otherwise provided for in the contract documents, compensation for installation of loop detectors shall be deemed to be included in the contract price bid for the item of work, and no additional payment will be made therefore.

SECTION 400 – Alternate Rock Products, Asphalt Concrete, Portland Cement Concrete and Untreated Base Material
Portland cement concrete shall meet the requirements of Section 400 and thes e Special Provisions.

For 2500 class concrete, a pre -qualified mix design may be used in accordance with the provisions of ACI 318-71, Section 4.2.2.1, in which f’c = 17 mpa (2500 psi).

The cement type requirement, Section 201 -1.2.1, shall be Type II or Type V as determined by the Engineer. Type II or Type V cement shall conform to ASTM C 150 and the low alkali requirements of Table 2 therein.

The Cleanness Value requirement of Section 200-1.4 shall be replaced with the following:

Tests Test Method No. Requirements
Cleanness Value California 227
Individual Test 70 Min*
Moving Average 75 Min*

The sand equivalent requirement of Section 200-1.5.3 shall be replaced with the following:

Tests Test Method No. Requirements
Sand Equivalent California 217
Individual Test 70 Min*
Moving Average 75 Min*

* For 2500 or less class concrete, except concrete pavement, a minimum 65 Individual Test Result and a minimum 70 Moving Average will be acceptable if 17 mpa (2500 psi) 28 -day strength criteria of Section 201 -1.1.4 are met, at 150 mm (6”) slump or greater. The EMA Materials Laboratory will make the testing and acceptance determination. Evaluation of Sand Equivalent and Cleanness Value shall conform to the provisions of Subsection 40 0-

1.1.3. SECTION 400-2 – Untreated Base Materials
Base materials shall conform to the provisions of Section 400 -2 of the Standard Specifications and the following supplement:

In lieu of the 2 nd sentence of Section 200 -2.4.1 at least 65%, by weight, of t he material retained on the No. 4 sieve shall be a crushed particle as determined by Test Method No.

California 205.

SS-44
Evaluation of gradation and sand equivalent test results shall conform to the provisions of Subsection 400 -2. The gradation and sand e quivalent requirements of Subsections 200-2.2, 200-2.4, 200-2.5 and 200-2.6 shall be the moving average requirements.

Individual test requirements for gradation and sand equivalent shall be as determined by the Engineer.

SECTION 400-4 – Asphalt Concrete

Asphalt concrete shall conform to the provisions of Section 400 -4 of the Standard Specifications and the following supplement:

Coarse aggregate shall consist of material of which at least 75% by weight shall be crushed particles in lieu of the requirements of Section 400-4.2.3.

The gradation of combined aggregate and the asphalt content shall be as follows:

Arterial Highways, Collector, and Interior Streets Max

19 mm (3/4”) (III-B2-PG 64-10) Base Course 5.7%
13 mm (1/2”) (III-C3-PG 64-10) Base and Surface Course 6.0%

Surface course shall not consist of reclaimed asphalt pavement (RAP).

Base course shall be per SSPWC, 2012 Edition and any supplement therein.

Performance Graded (PG) asphalt binder shall conform with Section 92 of the State of California, Department of Transportation Standard Specifications (2010 Edition and subsequent supplements).

MASTER AGREEMENT

SPECIAL PROVISIONS

WATER SERVICES

PUBLIC UTILITIES DEPARTMENT

CITY OF ANAHEIM

CALIFORNIA

GENERAL

The following Special Provisions are supplementary and in addition to the latest Water Services Standard Specifications (WSSS). The section numbers of these Special Provisions coincide with those of the WSSS, and only those sections requiring elaboration, amendments, specifying of options or additions are called out.

TABLE OF CONTENTS

SUPPLEMENTAL GENERAL PROVISIONS ......................................................................... 5 1-01 PLANS AND SPECIFICATIONS ..................................................................................... 5 1-01.01 GENERAL ........................................................................................................ 5 1-02 DEFINITIONS .................................................................................................................... 6 1-03 ABBREVIATIONS ............................................................................................................ 7 1-04 SCOPE OF WORK ............................................................................................................. 8 1-04.01 LOCATION OF WORK ................................................................................... 8 1-04.02 DESCRIPTION OF WORK .............................................................................. 8 1-04.03 COMPLETION OF WORK .............................................................................. 8 1-05 CONTROL OF WORK ...................................................................................................... 8 1-05.01 NOTICE OF AWARD AND NOTICE TO PROCEED .................................... 8 1-05.02 PRE-JOB CONFERENCE ................................................................................ 8 1-05.03 EXAMINATION OF THE SITE ...................................................................... 9 1-05.04 WORK HOURS .............................................................................................. 10 1-05.05 CONSTRUCTION SCHEDULING ............................................................... 10 1-05.06 SCHEDULING SEQUENCE ......................................................................... 10 1-05.07 REQUIREMENTS DURING CONSTRUCTION .......................................... 11 1-06 CONTROL OF WORKMANSHIP AND MATERIALS ................................................. 11 1-06.01 GENERAL ...................................................................................................... 11 1-06.02 "OR EQUAL" ITEMS ..................................................................................... 11 1-06.03 SALVAGING OF MATERIALS & EQUIPMENT ........................................ 11 1-06.04 TESTINGS ...................................................................................................... 11 1-06.05 DISPUTES ...................................................................................................... 12 1-06.05.1 AB 626/PUBLIC CONTRACT CODE SECTION 9204 .............................. 12 1-06.06 GENERAL SUPERVISION ........................................................................... 12 1-06.07 QUALITY OF MATERIALS AND SOURCE OF SUPPLY .......................... 13 1-07 UTILITIES ........................................................................................................................ 14 1-07.01 UTILITY LOCATIONS AND NOTIFICATIONS ......................................... 14 1-07.02 POTHOLING AND LOCATING EXISTING UNDERGROUND UTILITIES ......................................................................................................................... 14 1-07.03 WATER AND POWER FOR CONSTRUCTION .......................................... 15 1-08 PROJECT OBSERVATION AND ACCEPTANCE OF WORK .................................... 16 1-08.01 CONSTRUCTION PROJECT OBSERVATION ........................................... 16 1-08.02 DEFECTIVE AND UNAUTHORIZED WORK ............................................ 16 1-08.03 COMPLETION OF PORTIONS OF THE WORK ......................................... 17 1-08.04 FINAL REVIEW OF THE WORK & ACCEPTANCE .................................. 17 1-09 RESPONSIBILITIES OF THE CONTRACTOR ............................................................ 17 1-09.01 QUALIFICATIONS OF THE CONTRACTOR ............................................. 17 1-09.02 EQUIPMENT ................................................................................................. 17

TABLE OF CONTENTS

iii
1-09.03 CHARACTER OF WORKMEN..................................................................... 18 1-09.04 SUBCONTRACTORS ................................................................................... 18 1-09.05 CONSTRUCTION SUPERVISION AND COOPERATION ........................ 18 1-09.06 SAFETY ......................................................................................................... 19 1-09.07 JOBSITE SAFETY ......................................................................................... 20 1-09.08 INDEMNIFICATION..................................................................................... 21 1-09.09 OPERATION AND MAINTENANCE MANUALS ...................................... 21 1-10 PROJECT SITE MAINTENANCE .................................................................................. 22 1-10.01 PROTECTION OF THE PUBLIC .................................................................. 22 1-10.02 CONSTRUCTION SITE WORK OPERATIONS .......................................... 22 1-10.03 SITE ACCESS ................................................................................................ 23 1-10.04 CONSTRUCTION SITE SAFETY, FENCING AND STEEL PLATES ........ 23 1-10.05 SITE CLEANING ........................................................................................... 24 1-10.06 FINAL CLEAN UP AND SITE RESTORATION ......................................... 24 1-10.07 NOISE CONTROL ......................................................................................... 25 1-10.08 DUST AND SMOKE CONTROL .................................................................. 25 1-10.09 AIR POLLUTION CONTROL ....................................................................... 25 1-11 MEASUREMENT AND PAYMENT .............................................................................. 26 1-11.01 PAYMENT FOR PROPOSAL ITEMS ........................................................... 26 1-11.02 PROGRESS PAYMENTS FOR DELIVERED MATERIALS ...................... 26 1-11.03 MOBILIZATION AND DEMOBILIZATION ............................................... 26 SECTION 2 SUPPLEMENTAL MATERIALS .............................................................. 28 2-01 DUCTILE IRON PIPE ..................................................................................................... 28 2-01.01 GENERAL ...................................................................................................... 28 2-05 MAIN LINE VALVES ..................................................................................................... 28 2-05.01 GENERAL ...................................................................................................... 28 2-08 MAIN LINE PIPE FITTINGS .......................................................................................... 28 2-08.02 END CONNECTIONS ................................................................................... 28 2-08.02.2 FLANGED FITTINGS ................................................................................... 28 2-13 SHOP DRAWING AND MATERIAL SUBMITTALS .................................................. 30 2-13.01 SHOP DRAWINGS AND DATA DEFINED ................................................. 30 2-13.02 REVIEW AND REVISION ............................................................................ 30 2-13.03 CHARGES FOR MULTIPLE SHOP DRAWING REVIEWS ....................... 31 2-16.01 GENERAL REQUIREMENTS ...................................................................... 31 2-16.02 SUBMITTALS ............................................................................................... 32 2-16.03 RESPONSIBILITY FOR SPARE PART INVENTORIES ............................ 33 SECTION 3 SUPPLEMENTAL CONSTRUCTION METHODS AND CONTROLS 35 3-01 INSPECTION ................................................................................................................... 35 3-02 PRE-CONSTRUCTION DETAILS ................................................................................. 35 3-02.01 PERMITS AND LICENSES ........................................................................... 35 3-02.01.1 NPDES PERMIT ............................................................................................ 35 3-02.01.2 CITY REQUIREMENTS ............................................................................... 36

TABLE OF CONTENTS

iv
3-02.01.3 STATE LICENSE REQUIREMENTS ........................................................... 37 3-02.02 TRAFFIC CONTROL .................................................................................... 37 3-02.02.1 PROTECTION OF CONSTRUCTION SITE ................................................. 37 3-02.02.2 TEMPORARY NO PARKING ....................................................................... 38 3-02.02.3 OPENING WORK AREAS TO VEHICLE TRAFFIC ................................... 38 3-02.02.4 RESTORATION OF PAVEMENT MARKINGS, TRAFFIC LOOPS, AND ROADWAY SIGNS ....................................................................................... 39 3-02.03 SURVEYING ................................................................................................. 39 3-02.04 STORAGE AREA .......................................................................................... 40 3-02.05 PROJECT SIGNS ........................................................................................... 40 3-03 REMOVALS AND TRENCH EXCAVATION ............................................................... 42 3-03.02 REMOVAL OF UTILITIES ........................................................................... 42 3-03.02.1 REMOVAL OF OBSTRUCTIONS ................................................................ 42 3-03.02.2 REMOVAL OF HAZARDOUS MATERIAL ................................................ 42 3-03.03 TRENCH EXCAVATION.............................................................................. 43 3-03.03.1 WATER IN TRENCH .................................................................................... 43 3-04 CONNECTION TO EXISTING FACILITIES ................................................................ 44 3-04.04 PROPOSED WATER SERVICE INTERRUPTIONS AND SHUTDOWNS 44 3-05 LAYING OF DUCTILE IRON PIPE WATER MAIN .................................................... 45 3-05.02 THRUST RESTRAINT .................................................................................. 45 3-05.07 EXISTING PIPE AND VALVES ................................................................... 45 3-08 PIPE BEDDING AND BACKFILLING OF TRENCH ................................................... 46 3-09 REPAVING AND FINISHING ........................................................................................ 46 3-09.01 REPAVEMENT .............................................................................................. 46 3-10 TESTING, DISINFECTION, AND FLUSHING ............................................................. 47 3-10.05 WATER SYSTEM DISCHARGES ................................................................ 47 3-13 AS-BUILT DRAWINGS .................................................................................................. 50 3-14 WATER POLLUTION PREVENTION AND BEST MANAGEMENT PRACTICES (BMP’S) ............................................................................................................................ 51 APPENDIX A ............................................................................................................................... 53 OPERATION & MAINTENANCE MANUAL REQUIREMENTS ................................ 53 APPENDIX B ............................................................................................................................... 63 WARRANTY FORM ....................................................................................................... 63 APPENDIX C ............................................................................................................................... 65 MATERIAL SUBSTITUTION REQUEST FORMS ....................................................... 65 APPENDIX D ............................................................................................................................... 70 NPDES DISCHARGE NOTIFICATION AND REPORT FORMS ................................. 70

SECTION 1 - SUPPLEMENTAL GENERAL PROVISIONS

5 SECTION 1 SUPPLEMENTAL GENERAL PROVISIONS

1-01 PLANS AND SPECIFICATIONS

1-01.01 GENERAL

Subsection 1-01.01 is hereby added to Section 1-01.

The work to be done under the Master Agreement requires the completion of all work in accordance with the Contract Documents , including the Special Provisions contained herein and the Special Provisions contained in a Work Order Package or a Request (if Special Provisions contained in a Work Order Pac kage or a Request conflict with the Special Provisions contained herein, then the Special Provisions contained in the Work Order Package or Request, shall control), Construction Drawings, other related documents included in the Work Order Package or Request.

All water improvement work in this Contract shall conform to the following: Work Order Package or Request ; ANAHEIM Public Utilities latest Water Services Standard S pecifications (WSSS) and these Special Provisions; the latest Standard Specifications for Public Works Construction adopted by ANAHEIM (Standard Specifications); the Standard Specifications Supplement; and the Appendices included in Volume II of the Master Construction Agreement Pre-qualification Package. Unless othe rwise indicated, any references to plans or drawings with these Special Provisions shall be those plans or drawings attached to Work Order Package or Request.

WSSS may be downloaded from the City’s websit e at the following address:

http://www.anaheim.net/767/Business-Developers-Contractors

Copies of Standard Specifications are available from Building News, Inc., 1612 S. Clementine Street, Anaheim, California, 92802, telephone (888) BNI-BOOK.

SECTION 1 - SUPPLEMENTAL GENERAL PROVISIONS

6 1-02 DEFINITIONS

The definitions in the City of Anaheim Water Services Standard Specifications (WSSS) and the Standard Specifications shall be supplemented by the following:

A. OWNER/CITY/CITY WATER REPRESENTATIVE: The words
"Owner," "City ," or “City Wat er Representative” used in the C ontract Documents refer to City of Anaheim, California.

B. AGENCY: Whenever the term "Agency" appears in the Standard Specifications for Public Works Construction it shall mean the City of Anaheim.

C. PROPOSAL: The offer of the bidder for the work when made out and submitted on the prescribed proposal form, properly signed and with proposal guarantee.

D. ENGINEER: The word "Engineer" shall mean the City staff, individual, or firm authorized by the City to oversee the completion of the work, acting either directly or through properly authorized agents.

SECTION 1 - SUPPLEMENTAL GENERAL PROVISIONS

7 1-03 ABBREVIATIONS

The abbreviations in the City of Anaheim Water Services Standard Specifications (WSSS) and the Standard Specifications shall be supplemented by the following:

ACI American Concrete Institute
AGA American Gas Association
AI The Asphalt Institute
AIA American Institute of Architects
AISI American Iron & Steel Institute
AMC City of Anaheim Municipal Code
ASA American Steel Association
ASCE American Society of Civil Engineers
ASHRAE American Society of Heating, Refrigerating, and Air Conditioning Engineers
ASME American Society of Mechanical Engineers
CRSI Concrete Reinforcement and Steel Institute
HI Hydraulic Institute
IEEE Institute of Electrical and Electronics Engineers IPCEA Insulated Power Cable Engineer's Association
ISO Insurance Services Office
NEC National Electrical Code
NEMA National Electric Manufacturers’ Association
NIST National Institute of Standards and Technology
OSHA Occupational Safety and Health Act of 1970
PCA Portland Cement Association
UL Underwriters’ Laboratory
WRRR Water Rates, Rules and Regulations (City of Anaheim)

SECTION 1 - SUPPLEMENTAL GENERAL PROVISIONS

8 1-04 SCOPE OF WORK

The following shall be added to Section 1 – General Provisions:

1-04.01 LOCATION OF WORK

The projects will be located within the service area boundaries of the City of Anaheim Public Utilities Department.

1-04.02 DESCRIPTION OF WORK

The Contractor shall be responsible for construction and completion of the work as set forth in a WORK ORDER PACKGE or a REQUEST.

The Contractor shall furnish all labor, materials, methods or processes, implements, tools , and machinery necessary for the construction, testing, and completion of t he work in accordance with the WORK ORDER PACKAGE or REQUEST, and leave the construction site in a neat, clean, and orderly condition. Each Phase of work shall be coordinated, scheduled, and pursued so the work is not delayed and the time duration for the work is not extended.

1-04.03

COMPLETION OF WORK

The Contractor shall complete all of the work under the Master Agreement as specified in a WORK ORDER PACKAGE or a
REQUEST in every detail within the days specified therein after the issuance of the Notice to Proceed for the WORK ORDER PACKAGES or after the Contractor is selected for the Request. The Notice of Completion will be recorded only after successful testing and final project walk through is completed and accepted by the Engineer.

1-05

CONTROL OF WORK

The following shall be added to Section 1 – General Provisions:

1-05.01

NOTICE OF AWARD AND NOTICE TO PROCEED

The City will notify the successful Contractor with a Notice of Award for the work other than Immediate Response Services. Upon receipt of the Notice of Award, the Contractor shall complete all required documents with the City and submit a detailed construction schedule as outlined in section 1-05.02.

No work can be done by the Contractor until the Notice to Proceed is received from the City and as further specified in the following sections.

1-05.02

PRE-JOB CONFERENCE

SECTION 1 - SUPPLEMENTAL GENERAL PROVISIONS

9 The City will schedule a Pre-Job Conference shortly after the Notice of Award is received by the Contractor. The Contractor shall bring its schedule an d proposed sequence of work to the pre -job conference.

The Pre-Job Conference will address the following items:

A. Discussion to clarify any questions about the work as exists in the field, detailed on the plans, or specified within the Contract Documents, including, if desirable to the parties present, a visit to the project site.

B. Review of the project construction schedule and discussion of the details of the schedule. The schedule shall include all construction tasks and disciplines required to construct the project facilities, from the Notice to Proceed through completion of construction.

During the pre -job conference the Contractor may be asked to make adjustments to its schedule to suit the needs of the City.

C. Introductions of the key project personnel.

1. The City will furnish the Contractor a list of the various representatives, and any other personnel who will have
direct responsibilities with the project.

2. Contractor is expected to be represented at the meeting by its assigned superintendent and foreman. Attendance by representatives of the various major sub-contracted portions of this project will also be required.

The Contractor shall proceed with the work only after the pre-job conference, approval of the Contractor detailed construction schedule, approval of shop drawings, and receiving of the Notice to Proceed.

1-05.03

EXAMINATION OF THE SITE

Examination of the site shall be made by the Contractor, who, shall be satisfied as to the conditions under which the work is to be performed.

The Contractor shall include the impact, if any, of the conditions on the site under which the work is to be perf ormed. The Contractor shall at such time ascertain and check the locations of any existing structures or equipment which may affect the work. No allowance shall subsequently be made for any extra expense incurred due to failure or neglect to make such examination. The Contractor is solely responsible for inspecting the project locations during the preparation of its Bid Proposal or response to a Request and fully understanding the physical conditions and constraints of the site.

SECTION 1 - SUPPLEMENTAL GENERAL PROVISIONS

10 1-05.04 WORK HOURS

Normal work hours shall be performed Monday – Friday: 7:00 A.M. – 3:30 P.M. or as required by the City.

If the Contractor elects to perform work at times other than the normal work hours, it must obtain approval from the City. No additional payment will be made by the City if the Contractor elects to work outside the normal work hours.

1-05.05 CONSTRUCTION SCHEDULING

The Contractor shall provide the City with the proposed construction schedule in sufficient detailed bar chart form indicating various activities, time, and location of work. The detailed construction schedule shall be submitted at the pre-job conference and approved by the City before any work commences.

The Contractor bid price shall include coordination with the City’s schedules. The Contractor shall be responsible for scheduling the construction of the work so that the impact to the existing City’s water system is minimized.

The contract completion date shall be based on the Contract Completion Days designated in the Work Order Package or Request and not on a proposed early completion shown in the schedule.

The Contractor shall be responsible for assuring that all work sequences are logical and the schedule shows a coordinated plan for complete performance of the work.

1-05.06

SCHEDULING SEQUENCE

The Contractor shall perform its work in such a manner that all disruption of water service and main shutdowns will be kept at an absolute minimum. The exact time and day of each shutdown shall be closely coordinated with the City's Utilities Operation Division to reduce interruption of their activities. The Contractor shall coordinate all consumer service shutdowns with the affected consumer and the City's Water Representative.

Payment for conformance to the requirements of this section shall be deemed to be included in the bid price for the various items of work and no additional compensation will be allowed.

If in the opinion of the water inspector, certain portions of the water improvements are required to be performed at times other than the SECTION 1 - SUPPLEMENTAL GENERAL PROVISIONS

11 normal work hours defined in Section 1- 05.04, the Contractor shall comply with that scheduling requirement.

Payment for the conformance to the discretionary requirements of this section shall be accommodated via the extra work order process.

1-05.07

REQUIREMENTS DURING CONSTRUCTION

The Contractor shall not commence any work until the Engineer has been furnished with proof that all necessary materials and equipment have been provided, and the Contractor is ready to proceed and is able to complete the portion of work proposed within the time frame described within these Special Provisions.

1-06 CONTROL OF WORKMANSHIP AND MATERIALS

The following shall be added to Section 1 - General Provisions:

1-06.01 GENERAL

All materials installed under a Work Order Package or Request, unless indicated otherwise, shall be furnished by the Contractor. These materials shall be new and conform to the latest revision of the WSSS, these Special Provisions, or other Contract Documents.

1-06.02 "OR EQUAL" ITEMS

In compliance with the provisions of Section 4380 of the Government Code of the State of California, the Contractor will have ten (10) calendar days after award of the Work Order Package or Request to submit data substantiating a request for substitution of any "or equal" items, when allowed. Substitution(s) may be used after written approval is received by the Contractor from the Engineer.

1-06.03

SALVAGING OF MATERIALS & EQUIPMENT

All materials, equipment and appurtenances, except those specified to be salvaged herein or in the Plans, shall become the property of the Contractor and shall be removed from the site as a part of this Contract.

All salvaged materials shall be transported by the Contractor and stored for disposal by the City at the City's Utilities Service Center at 901 East Vermont Avenue, Anaheim, or as noted on the plans or directed by the City. Salvaged water facilities have no salvage value to the City.

1-06.04 TESTINGS

The testing of equipment and materials, or of any portion of the job under construction, shall be in accordance with these Special Specifications and as directed by the Engineer. The Contractor shall SECTION 1 - SUPPLEMENTAL GENERAL PROVISIONS

12 furnish, without additional costs to the City, all equipment, materials, labor and other incidentals requested for testing in accordance with Section 4 of the Standard Specifications. The Contractor shall also provide access to any area of the job for testing purposes and shall furnish, without cost, any assistance necessary to perform the testing.

Soil density and concrete cylinder testing shall be performed by a private laboratory, selected and paid for by the City . Extra testing required, due to test failures, will be at the Contractor's expense, either as a billing by the City or as a deduction from contract payment.

The Contractor shall notify the City's field re presentative of the readiness of any phase of construction to be tested and shall not proceed with any subsequent phase of work until the results of the test are known and approved.

1-06.05

DISPUTES

On all questions related to the quantities, the acceptability of material, equipment, or workmanship, the execution, progress or sequence of work, the interpretation of Contract Documents and the acceptable fulfillment of a Work Order Package or Request on the part of the Contractor, the decision of the Engineer shall govern and shall be precedent to any payment under a Work Order Package or Request .

The progress and completion of the work shall not be impaired or delayed by virtue of any question or dispute arising out of or related to the foregoing matters and the instructions of the Engineer.

1-06.05.1
AB 626/PUBLIC CONTRACT CODE SECTION 9204

If the Contractor has a “claim” as defined in Public Contract Code Section 9204, the Contractor and City shall abide by the procedures set forth in that section and the City of Anaheim Water Services Standard Specifications. Any
submission of a Section 9204 claim by the Contractor does not constitute a submission of a claim under the Government Tort Claims Act or any other law and as such the Contractor will be required to comply with those statutes as applicable.

Section 9204 is included, in full, as Appendix H in the 202219-2722 APU Water Master Agreement Bid
Documents.

1-06.06 GENERAL SUPERVISION

Direction of the work by the Engineer shall in no way imply that the Engineer or Engineer’s representatives are in any way responsible for the safety of the Contractor or its employees, or that the Engineer or Engineer’s representatives will maintain supervision over the Contractor's construction methods or personnel other than to ensure SECTION 1 - SUPPLEMENTAL GENERAL PROVISIONS

13 that the quality of the finished work is in accordance with the Contract Documents.

1-06.07 QUALITY OF MATERIALS AND SOURCE OF SUPPLY

At the option of the Engineer, the source of supply of each of the materials shall be approved by him or her before delivery is started. All materials proposed for use may be inspected or tested at any time during their preparation and use. If, after trial, it is found that sources of supply which have been approved do not furnish a uniform product or if the product from any source proves unacceptable at any time, the Contractor shall furnish approved material from other approved sources. After approval, any material which becomes unfit for use due to improper storage, handling or any other reason shall be rejected.

SECTION 1 - SUPPLEMENTAL GENERAL PROVISIONS

14 1-07 UTILITIES

The following shall be added to Section 1 – General Provisions:

1-07.01 UTILITY LOCATIONS AND NOTIFICATIONS

The Contractor is required to contact the Underground Service Alert organization at telephone number 811 a minimum of two (2) working days prior to performing any ground-disturbing construction on the project. The Contractor shall contact the Underground Service Alert at additional times a minimum of two (2) working days prior to performing construction at each different construction location.

The Contractor shall locate, verify and protect all existing utility facilities in the immediate vicinity of the work as stated in Section 3 of the Standard Specifications.

Existing utilities have been shown on the plans using the best information available. It is the Contractor's responsibility to verify by potholing all utility crossings and potential conflicts with the proposed water project.

The cost of additional potholing required to verify utility locations or the conditions of the existing water facilities shall be included in the cost of the various items of work and no additional compensation will be allowed.

Contractor shall contact the respective field representative first, then pothole and expose all communication, fuel lines, and utility systems within the area of water construction.

Nothing contained herein shall be deemed to require the public agency to indicate the presence of existing service laterals or appurtenances whenever the presence of such utilities on the site of the construction project can be inferred from the presence of other visible facilities, such as buildings, meter and junction boxes, on or adjacent to the site of the construction.

Damage to any existing facility, due to the operations of the Contractor, shall be repaired by the Contractor, at its own expense, to the satisfaction of the Engineer or the representative of the f acility damaged.

1-07.02

POTHOLING AND LOCATING EXISTING UNDERGROUND

UTILITIES

The Contractor shall pothole and locate existing underground utilities at the locations shown on the drawings, or where connection to an existing utility is required, prior to submitting shop drawings for the construction. An effort has been made to locate all underground utilities within the project site; however, numerous utilities may be installed SECTION 1 - SUPPLEMENTAL GENERAL PROVISIONS

15 concurrent with the Contractor's operations. Accurate information as to the location and time of completion for the other utilities was previously not available and it shall be the Contractor's responsibility to coordinate its operations and construction with the location and/or construction of other utilities.

The Contractor shall be responsible for coordinating the potholing with the City's surveyor to ob tain necessary survey information regarding the locations of the existing utilities.

The Engineer will not review any of the pipeline shop drawings until the potholing is completed. No extension of time or additional compensation will be made for delays c aused by the failure of the Contractor to complete the potholing in a timely manner.

The Contractor shall notify Underground Service Alert at least 48 hours in advance of any construction or potholing and make arrangements for the existing utilities to be marked by the affected utility companies.

The City's surveyor will provide the required survey services to locate the exposed utilities potholed by the Contractor. The Contractor shall notify the City a minimum of five (5) working days in advance of survey requirements.

All costs incurred in exposing and locating the existing utilities including all labor (except the survey services outlined above), tools, equipment for excavation, backfill, restoring existing surface and site improvements, shall be incl uded in the unit price bid for the corresponding water facility construction.

The Contractor shall bear the cost of repairing or replacing any existing utility damaged by its potholing work to the satisfaction of the owner of the affected utility.

1-07.03

WATER AND POWER FOR CONSTRUCTION

The Contractor shall provide power needed for construction of all items under this Contract. The Contractor shall, at its own expense, convey the construction water and power, in each case, to the point of use.

Construction water shall be fresh potable water only and the source of supply shall be approved by the Engineer prior to its use.

The Contractor shall make its own provisions for obtaining and providing water necessary to perform the work. If the Contractor plans to use City water, it shall make arrangements for water purchases by contacting the City's Water Utility Customer Service section at phone (714) 765- 4201, extension 5006, and complete an application for temporary water service.

SECTION 1 - SUPPLEMENTAL GENERAL PROVISIONS

16 All on-site power shall be maintained in proper working order so as to execute the construction in a safe and timely manner. If the Contractor plans to use City power, it shall make arrangements for a temporary electrical service by contacting the City’s electrical Utility , phone number (714) 765-5156.

All work conducted at night or under any other conditions of deficient daylight shall be lighted with suitable lighting sufficient to insure proper safety, work, and inspection. At places where work is going on, or where co nstruction monitoring is to be made, adequate special illumination shall be provided, as directed by the Engineer. Lighting shall be utilized to minimize nuisance to residences in the neighborhood.

1-08

PROJECT OBSERVATION AND ACCEPTANCE OF WORK

The following shall be added to Section 1 – General Provisions:

1-08.01 CONSTRUCTION PROJECT OBSERVATION

The City shall have access to the work and shall be furnished with every reasonable facility for ascertaining full knowledge of the progress, material, and workmanship used to complete the work. The City shall be given twenty -four (24) hours advance notice of any phases of construction for purposes of project observation. All material and equipment and their manufacturer's certification shall be reviewed prior to placement and all workmanship shall be visually inspected prior to backfilling the trench.

The observation of the work by the City shall not relieve the Contractor of any obligation to complete the work as prescribed by the Contract Documents. The City shall have the authority to suspend the work wholly, or in part, for such time as it may deem necessary due to the failure of the Contractor to perform any provisions of the Contract Documents. The work can only continue when the defective materi al or method of work has been corrected and is accepted by the City.

1-08.02

DEFECTIVE AND UNAUTHORIZED WORK

All work which is defective in its construction or deficient in any of the requirements of the Contract Documents shall be remedied or removed and replaced by the Contractor in an acceptable manner at its own expense. Defective work shall be corrected, and unsuitable materials may be rejected notwithstanding the fact that such defective work and unsuitable materials have been previously accepted by the City.

SECTION 1 - SUPPLEMENTAL GENERAL PROVISIONS

17 No compensation will be allowed for any work done beyond the lines and grades shown on the Plans or established by the Engineer. If the Contractor fails to comply with any order of the Engineer made under the provisions of this article, the Engineer may cause the defective work to be remedied or removed and replaced at the expense of the Contractor.

1-08.03

COMPLETION OF PORTIONS OF THE WORK

The Contractor may finish portions of the work and relinquish jurisdictional control of portions of the work completed to the City as may be specified in these Special Provisions. This relinquishment of completed work does not relieve the Contractor of the final acceptance of all the work covered in the Work Order Package or Request.

1-08.04

FINAL REVIEW OF THE WORK & ACCEPTANCE

The Contractor shall notify the Engineer a minimum of five (5) working days in advance when it desires a final inspection of the work. The Engineer will, as soon thereafter as possible, make the necessary examinations. No final acceptance of the work will be allowed until all check lists items to be rectified have been corrected and any subsequent final review have been performed. Partial payment for materials delivered on the site does not in any way relieve the Contractor of its responsibility to insure the materials are installed correctly and they perform to the requirements of the Contract Documents.

1-09

RESPONSIBILITIES OF THE CONTRACTOR

The following shall be added to Section 1 – General Provisions:

1-09.01 QUALIFICATIONS OF THE CONTRACTOR

The Contractor, in order to qualify for award of the Work Order Package or Request, shall have been engaged in construction of similar projects, and shall have engaged in the construction of projects of similar nature for a period of not less than 3 years.

1-09.02 EQUIPMENT

The Contractor must furnish adequate equipment to properly perform the work in accordance with the WSSS. All equipment must be in a good working condition and maintained in such state during the progress of the work. No worn or obsolete equipment shall be used, and in no case shall the maker's rating of capacity for any equipment be exceeded.

SECTION 1 - SUPPLEMENTAL GENERAL PROVISIONS

18 1-09.03 CHARACTER OF WORKMEN

The Contractor shall employ none but competent foremen, laborers, and mechanics. If any person employed on the work by the Contractor fails or refuses to carry out the direction of the Engineer, or shall appear to the Engineer to be incompetent, troublesome, or otherwise undesirable, it shall be discharged from the project imme diately upon the request of the Engineer, and such person shall not again be employed on the work. The Contractor shall furnish the services of a competent and experienced foreman who shall be capable of doing this work.

1-09.04

SUBCONTRACTORS

At the Engineer's discretion, certain subcontractors may be permitted, if shown to be necessary or advantageous to the Contractor in the completion of the work and without injury to the interests of the City of Anaheim. Each subcontractor shall be properly licensed for the type of work which it is to perform and shall be approved in advance by the Engineer. The Contractor shall be responsible to the Engineer and the City of Anaheim for the acts and omissions of its subcontractor(s) and their employees to the same extent the Contractor is responsible for its own employees. Nothing contained in this Section shall create any contractual relationship between any subcontractor and the Engineer or the City of Anaheim or relieve the Contractor of any liability o r obligation under the Prime Contract.

1-09.05

CONSTRUCTION SUPERVISION AND COOPERATION

The Contractor shall provide competent supervision of the work.

Unless personally present on the premises where the work is done, the Contractor shall designate an authorized representative who shall have the authority to represent and act for the Contractor, and any written or verbal directions or requests of the City's Representative delivered to such representative shall have the same force and effect as if delivered to the Contractor.

Said authorized representative shall be present at the site of the work at all times while work is actually in progress on a Work Order Package or Request. When work is not in progress and during periods when work is suspended, arra ngements acceptable to the City's Representative shall be made for any emergency work required.

Whenever the Contractor or its authorized representative is not present on any particular part of the work where it may be desired to give direction, orders will be given by the City's Representative which shall SECTION 1 - SUPPLEMENTAL GENERAL PROVISIONS

19 be received and obeyed by the superintendent who is in charge of the particular work in reference to which the orders are given.

During the course of work to be performed under a Work Order Package or Request, other contractors may be performing work in the immediate vicinity of this work. The Contractor under a Work Order Package or Reques t shall schedule its work and coordinate its operations with those so as to minimize conflicts and interference between its operation and those of other contractors. Contractor may be required to work on overtime hours, holidays, and weekends to fulfill the requirements of the businesses and residents in the area, however, except as noted in section 1 -05.04, Contractor shall not be required to work outside of the times specified herein barring any emergency.

No
additional payment shall be made to the Contractor for compliance with this requirement.

1-09.06 SAFETY

In accordance with generally accepted construction practice, the Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work, and the Contractor shall fully comply with all State, federal and other laws, rules, regulations, and orders relating to safety of public and workers. It will be the Contractor’s responsibility to acquaint itself with and abide by these regulations during all phas es of construction. The Contractor will hold harmless and indemnify the City and its agents for any damages caused by any failure to abide by said regulations.

The City will make periodic observations of materials and completed work to determine their compliance with plans, specifications, and design and planning concepts, but in doing so the City is not responsible for the maintenance of a safe place to work or any safety in, on, or about the site of the work. Nevertheless, the City may suspend operat ions if it determines that an imminent safety hazard exists.

No additional time
or compensation will be allowed for suspension of operations resulting from an unsafe condition or act.

In any emergency affecting the safety of life, work, or adjoining property, the Contractor shall, at its discretion and without special instructions from the City, immediately act to prevent threatened loss or injury.

Upon request, the Contractor shall immediately provide safe access for observation by the Engineer or E ngineer’s designee to all parts of the work and to the job site where the work is in preparation.

The Contractor shall provide and install all safety equipment, signs, SECTION 1 - SUPPLEMENTAL GENERAL PROVISIONS

20 guards, lighted barricades and any devices necessary for the prevention of accidents and injury in compliance with this section. Installation and application of temporary safety equipment, and/or material shall be included in the Work Order Lump Sum or Unit Price Proposal. No additional compensation will be allowed.

The Contractor shall make arrangements for first aid at the job site and for the transportation of injured persons for medical attention as required.

The Contractor shall within one day (24 hours), report in writing to the Engineer all injuries and property damage arising out of, or in connection with, the performance of the work, giving full details and statements of witnesses. If death , serious injuries or serious damages are caused, the accident shall be reported immediately by telephone, radio, or messenger to the Engineer . If requested by the City, the Contractor shall meet with the Engineer City Representatives to present a Safety Action Plan outlining steps the Contractor will take to avoid future occurrences of similar injuries and/or property damage.

The Contractor shall submit, prior to being issued a Notice to Proceed on any Work Order, a written safety program, with procedures, detailing how it intends to comply with this section. The Contractor’s safety program shall also indicate the scheduled days and ti mes of safety meetings and daily tailgate briefings.

Unacceptable types and numbers of injuries or property damage, failure to comply with s tate, federal and other laws, rules, regulations, and orders relating to safety , an d/or failure to follow safety plan s or programs applicable to the work may constitute grounds for termination of a specific Work Order or the Master Agreement.

1-09.07

JOBSITE SAFETY

Contractor acknowledges responsibility for jobsite safety and acknowledges further that the E ngineer will not have any such responsibility.

The City may require in the Request for Work Order Proposal (“RFWOP”) that the Contractor designate a Safety Representative for the work prior to the issuance of a Notice to Proceed. The City may also require in the RFWOP that the Contractor provide a Site Specific Safety Plan for the work prior to the issuance of a Notice to Proceed.

Any anticipated costs due to compliance with these safety requirements shall be included in Contractor’s Work Order Proposal.

The Safety Representative, if required, shall have the necessary qualifications and experience to supervise the implementation and SECTION 1 - SUPPLEMENTAL GENERAL PROVISIONS

21 monitoring of all safety precautions and programs related to the Work Order. The Safety Representative shall be an individual stationed at the job site and may have other responsibilities in addition to safety.

The Safety Representative shall make routine daily inspections of the work and hold weekly safety meetings with Contractor’s personnel, subcontractors and ot her as applicable. The weekly safety meetings shall be open to the Engineer or Engineer’s designee, with attendance subject to the Engineer’s discretion.

1-09.08

INDEMNIFICATION

To the fullest extent permitted by law the Contractor shall indemnify, defend and hold harmless Owner, Engineer and their employees from and against all claims, damages, losses and expenses, including but not limited to attorney fees and claim costs, arising out of or resulting from performance of work by the Contractor, its subcontractors, or their agents and employees, which results in damage to persons or property including wrongful death regardless of whether or not such claim, damage, loss or expense is caused in whole or in part by the negligence, active or passive, of Owner, Engineer, and their employees, excepting only the sole negligence of Owner, Engineer, and employees.

1-09.09

OPERATION AND MAINTENANCE MANUALS

Upon completion and before making application for acceptance of the work, the Contractor shall submit to the Engineer four (4) copies of operation and maintenance manuals if required by the City.

The manuals shall include the items and be in the form as outlined in APPENDIX A, as applicable.

1-09.10

WARRANTY

The Contractor shall execute and submit a completed Warranty Form for the work in the format shown in APPENDIX B.

SECTION 1 - SUPPLEMENTAL GENERAL PROVISIONS

22 1-10 PROJECT SITE MAINTENANCE

The following shall be added to Section 1 – General Provisions:

1-10.01 PROTECTION OF THE PUBLIC

It is part of the services required of the Contractor to make provisions as necessary to protect the public. The Contractor shall use foresight and shall take such steps and precautions as its operations warrant to protect the public from danger, loss of life, and loss of property, which would result from interruption or contamination of public water supply, interruption of other public service s, or from the failure of part ially completed work or partially removed facilities. Unusual conditions may arise during the work which will require that immediate and unusual provisions be made to protect the public from danger, loss, or damage to life and property, due directly or indirectly to prosecution of work under any Work Order or Request.

Whenever, in the opinion of the Engineer, an emergency exists against which the Contractor has not taken sufficient precaution for the public safety, protection of utilities, and protection of adjacent structures or property that may be damaged by the Contractor's operations, or when, in the opinion of the Engineer, immediate action is considered necessary in order to protect the public or property due to the Contractor's operations under any Work Order or Request, the Engineer may request that the Contractor provide a remed y for any unsafe condition. If the Contractor fails to act on the situation within a reasonable time period, the City may provide suitable protection to said interest by causing such work to be done and material to be furnished as, in the opinion of the Engineer, may seem reasonable and necessary.

The cost and expense of said labor and material, together with the cost and expense of such repairs as are deemed necessary, shall be borne by the Contractor.

All expenses incurred by the City for emergency rep airs will be deducted from the progress payments and the final payment due to the Contractor. However, if the City does not take such remedial measures, the Contractor is in no way relieved of the full responsibility for public safety.

1-10.02

CONSTRUCTION SITE WORK OPERATIONS

The Contractor shall exercise appropriate measures whenever and as often as required to prevent its construction operations from producing dust, dirt, and mud that will cause a traffic hazard or nuisance to persons living nearby o r occupying buildings in the vicinity of the work.

Extreme care shall be taken by the Contractor during the main draining SECTION 1 - SUPPLEMENTAL GENERAL PROVISIONS

23 and flushing operations to avoid erosion of unprotected subgrade and embankment areas.

The Contractor will be required to comply with the requirements for the Clean Water Act. This act prohibits certain discharges to the storm water drainage system. Any discharge, which is not comprised entirely of storm water or which contains any pollutant (including chlorine), shall not be disc harged to the storm water drainage system or any upstream flow which is tributary to the storm water drainage system.

Only clean potable water, with no detectable chlorine residual, can be dumped onto the street or into the gutter. Any work that creates a slurry of asphalt or cement, such as saw cutting, must be picked up by vacuum and disposed of other than in the street or gutter. If a water truck is required to clean the street, the Contractor will be required to collect the corresponding water and eit her convey it into local sewage facilities, pick it up by a vacuum, or place sand bags at the catch basins and desilt/filter the runoff until it meets the Clean Water Act requirements. Additional requirements are described in Section 3 -02-

01.1 and Section 3-10.05.

1-10.03

SITE ACCESS

The Contractor shall, at all times, provide adequate access to existing valves, hydrants and other utility facilities in or near the construction site. The Contractor shall maintain the site so that there is sufficient access by the Contractor's personnel and other authorized personnel to all areas of the site. The Contractor shall coordinate its efforts with any representatives of the City or other contractors who may be on the sites performing work for the City.

1-10.04

CONSTRUCTION SITE SAFETY, FENCING AND STEEL PLATES

Open trenches shall be backfilled or covered with steel traffic plating when not attended by the Contractor's personnel. The Engineer will require trench excavations to be closed by backfill or steel traffic plating at the close of the work period during the construction stage depending upon the location of the trench, traffic conditions, and the total non-working hours the trench would be left open. If a trench must remain open, steel plates of adequate thickness to support traffic may be placed over the excavations.

Contractor shall make the following provisions to prevent steel plates from moving: All steel plates shall be properly secured with asphaltic concrete around all four edges, steel plates shall be welded together and nailed to the street or the AC surface around the plate location shall be SECTION 1 - SUPPLEMENTAL GENERAL PROVISIONS

24 ground down to the thickness of the plate such that the top of the plate is flush with the surface of the street.

All other open excavations shall be protected from both pedestrian and vehicular traffic by fencing, or any other means in a manner approved by the Engineer. The Contractor shall provide temporary chain link fencing at least 6 feet high along all open excavations not attended by its personnel.

1-10.05

SITE CLEANING

The Contractor shall remove dirt, debris, waste, and rubbish from the working area and the construction site to the satisfaction of the City Inspector at the end of each day or as directed by the City Inspector.

Unattended construction materials, equipment, and trash shall be left in a manner such that they do not constitute fire hazards or become or cause nuisance or dangers due to forces of nature, such as rain or wind.

Care should be take n to prevent spillage, and any such spillage, or debris due to the Contractor's operations shall be immediately cleaned up. Final cleanup and site restoration requirements are referred to in Section 1-10.06.

Any hazardous waste generated during the proje ct must be stored, handled, and disposed of in accordance with state, federal, and local requirements. Unless otherwise approved by Environmental Services, any hazardous waste must be removed from the site within 90 days of generation. The Contractor shall be responsible for labeling and securing any hazardous waste containers. Hazardous waste must be disposed of at a facility approved by Environmental Services. All hazardous waste manifests must be signed by Environmental Services.

1-10.06

FINAL CLEAN UP AND SITE RESTORATION

Upon completion and before making application for acceptance of the work, the Contractor shall provide, at its own expense, final clean -up of the construction site and all ground occupied by the Contractor in connection with the work. All rubbish, excess materials and equipment shall be removed and all parts of the work shall be left in a neat and presentable condition.

The Contractor after the completion of the work shall restore the site to an acceptable manner to the Engineer. Sidewalks, driveways, concrete pavement shall be replaced in a manner compatible with the individual site. Landscaping material shall be replaced or replanted to the original places, in accordance with proper, acceptable procedures for the trade.

Dirt areas shall be uniformly graded to the satisfaction of the Engineer.

SECTION 1 - SUPPLEMENTAL GENERAL PROVISIONS

25 1-10.07 NOISE CONTROL

The work shall be done as quietly as possible to prevent any annoyance to adjacent properties. The Contractor shall install noise suppression and shielding devices on all equipment until compliance with the requirements of all City's anti-noise ordinances is achieved.

In accordance with AMC 6.70, the Contractor is generally limited to construction efforts between the hours specified in these Special Provisions.

1-10.08

DUST AND SMOKE CONTROL

The Contractor will conduct operations and activities in a manner that will provide dust and smoke control as follows:

A. No fuel shall be used nor shall any operation be conducted that will emit into the atmosphere any smoke that is equal to Ringelmann No. 2 or darker.

B. No operation shall be conducted that emit into the atmosphere any flying dust or dirt that is noticeable or that might constitute a nuisance to persons living nearby or occupying buildings in the vicinity of the work.

C. Dust control operations shall be performed to prevent construction operations from producing dust in amounts harmful to, or causing a nuisance to, persons living nearby or occupying buildings in the vicinity of the work.

D. Dry materials and rubbish shall be wet down to prevent blowing dust.

E. Excavated material leaving the site, or material being imported, shall be covered or wet down to prevent excessive dust from being created.

F. Contractor shall conduct all work in accordance with South Coast Air Quality Management District (SCAQMD) Rule 403.

1-10.09

AIR POLLUTION CONTROL

Pursuant to Title 13 of the California Code of Regulations (CCR), Section 2449(d)(2)(A), Contractor shall ensure that all self-propelled diesel-fueled vehicles, 25 horsepower and up and not designed to be driven on public roads, limit idling to no more than five (5) minutes, except under the following conditions:

A. idling when queuing;
SECTION 1 - SUPPLEMENTAL GENERAL PROVISIONS

26 B. idling to verify the vehicle is in safe operating condition; C. idling for testing, servicing, repairing, or diagnostic purposes; D. idling necessary to accomplish work for which the vehicle was designed (such as operating a crane)
E. idling required to bring the machine system to operating temperature; and
F. idling necessary to ensure safe operation of the vehicle.

1-11

MEASUREMENT AND PAYMENT

The following shall be added to Section 1- General Provisions:

1-11.01 PAYMENT FOR PROPOSAL ITEMS

The unit price or lump sum price for each proposal item shall include all labor, materials, and equipment necessary to construct such items in an operative condition, complete in place, including all submittals, shop drawings, field performance/ efficiency tests, “As-Built” drawings, and operation and maintenance manuals.

The Contractor shall submit a detailed payment schedule on all lump sum items as specified in Part 1, General Provision, Subsection 9- 2 of the. This schedule shall be submitted to the Engineer within 14 calendar days of receipt of the Notice of Award.

Payment for all incidental items of work not separately provided for in the proposal shall be included in the price bid for other related items of work and no additional payments will be made for these incidental items.

1-11.02

PROGRESS PAYMENTS FOR DELIVERED MATERIALS

The City will make a proportionate progress payment up to, but not to exceed, 50% of the value of all materials received on the construction site but not yet installed by the Con tractor. In order to provide an allowance to make this proportionate progress payment, the City will require the Contractor to furnish certified invoices paid by the Contractor for all delivered materials. The Engineer will verify the quantities of materials received at the construction site. The Contractor will not be allowed to remove from the site any said materials and shall replace any said materials lost or damaged prior to installation or construction at its sole expense.

1-11.03

MOBILIZATION AND DEMOBILIZATION
SECTION 1 - SUPPLEMENTAL GENERAL PROVISIONS

27 Mobilization shall consist of construction mobilization and demobilization, temporary construction utilities, fences, job trailers, permits, construction surveys, photographs and testing, traffic control, bonds and insurance, site maintenance and clean up, removal and reinstallation of existing site facilities, and all other items not specifically covered under the other bid items. Payment for mobilization will be made after the completion of that work and will constitute 75% of the lump sum bid item. Payment for demobilization will be made after completion of that work and will constitute the remaining 25% of the lump sum bid item.

--- END OF SECTION 1 ---

SECTION 2 - SUPPLEMENTAL MATERIALS

28 SECTION 2 SUPPLEMENTAL MATERIALS

2-01 DUCTILE IRON PIPE

2-01.01 GENERAL

Add the following to subsection 2-01.01:

The cost of all pipe materials including pipes, fittings, fitting joint restraints, couplings, tie -bolts, steel rods, appurtenances and anchor blocks except valves, will be included in the applicable unit price for pipe stated in the Proposal.

2-05

MAIN LINE VALVES

2-05.01 GENERAL

Add the following to subsection 2-05.01:

The Contractor shall provide and install all valves in conformance with the manufacturer's recommendations and the Contract Documents. The valves shall be true to the alignment of the pipe they are to be installed in. Valves shall have mechanical ends or f langed ends, or a combination of both. Mechanical joints shall utilize a single rubber gasket conforming to AWWA Standard C111. Flanged joints shall utilize a 3.2 mm (1/8-inch) thick rubber (SBR or neoprene) ring or full face gasket. Ring type gaskets shal l be used for 14- inch and larger sizes. The ferrous interior of all valves shall be protected with fusion bonded epoxy per AWWA C550.

All buried valves and fittings are to be back filled with clean sand. The sand shall be installed in such a manner that after compaction no earth or other backfill will be less than 6- inches (150 mm) from any part of the valve, fitting, flanges, bolts, or nuts. The sand shall be compacted as specified for other backfill.

2-08

MAIN LINE PIPE FITTINGS

2-08.02 END CONNECTIONS

2-08.02.2

FLANGED FITTINGS

Add the following to sub section 2-08.02.2:

SECTION 2 - SUPPLEMENTAL MATERIALS

29 All flanged fittings shall be rated for a working pressure of not less than 250 psi. All flanges shall be made of ductile iron, except where otherwise noted on the drawings.

SECTION 2 - SUPPLEMENTAL MATERIALS

30 2-13 SHOP DRAWING AND MATERIAL SUBMITTALS

2-13.01 SHOP DRAWINGS AND DATA DEFINED

Subsection 2-13.01 is hereby added to Section 2-13.

Working drawings include without limitation, shop detail drawings, fabrication drawings, falsework and formwork drawings, pipe layouts, and steel reinforcement. They shall contain all required details and information, at a reasonable scale.

The Contractor is required to submit to the Engineer all technical data and specifications of the various components, parts or items indicated on the shop drawings which shall include, without limitation, data on materials and equipment proposed to be utilized, including materials and equipment lists, catalog data sheets, cuts, performance curves, diagrams and similar descriptive lists. Materials and equipment lists shall give, for each item thereon, the name and location of the supplier or manufacturer, trade name, catalog reference, size, finish and all other pertinent data. If more than one size, type, model, e tc. are listed on a cut sheet, the specific item(s) shall be highlighted with a yellow felt tip marker or clearly identified.

2-13.02

REVIEW AND REVISION

Subsection 2-13.02 is hereby added to Section 2-13.

The Contractor shall furnish to the Engineer for review a minimum of four (4) prints of each shop drawing. The Contractor shall properly check and correct all working drawings and data before their submission, whether they are prepared within its organization or by a subcontractor or supplier. The shop drawings shall be submitted at least ten (10) working days before such drawings will be required for commencing the work. Within ten (10) working days of receipt of said prints, the Engineer will return tw o prints of each drawing to the Contractor with its comments noted thereon.

If the drawing is returned to the Contractor marked "NO EXCEPTIONS TAKEN,” a revision of said drawings will not be required.

If the drawing is returned to the Contractor marked "MAKE CORRECTIONS NOTED,” formal revision of said drawing will not be required and the Contractor shall immediately submit two corrected copies to the Engineer.

SECTION 2 - SUPPLEMENTAL MATERIALS

31 If the drawing is returned to the Contractor marked "AMEND AND RESUBMIT,” the Contractor shall revise said drawing and shall resubmit four copies of said revised drawing to the Engineer, as in the case of an original submittal, including the time frame above for review.

The fabrication and/or installation of any materials or equipment shall not be permitted before the Engineer has reviewed the pertinent shop drawings and returned copies of same to the Contractor without rejection.

Revisions indicated on shop drawings shall be considered as changes necessary to meet the requirements of the contract plans and specifications, and the Contractor shall have no claim for damages or extension of time due to any delay resulting from making required revisions to shop drawings. The review of said drawings by the Engineer shall apply to general design concept only and shall in no way relieve the Contractor of responsibility for errors or omissions contained therein, nor shall such review operate to waive or modify any provisions of requirements contained in contract drawings or these specifications.

2-13.03

CHARGES FOR MULTIPLE SHOP DRAWING REVIEWS

Subsection 2-13.03 is hereby added to Section 2-13.

The Contractor is responsible to properly review, correct, and ensure that all shop drawings and equipment data submitted are in compliance with and conform to contract plans and specifications. The Contractor will be charged for the costs of City engineering time expended to review shop drawings that are not approved within two reviews by City staff or its representative. A statement covering such charges will be submitted to the Contractor by the City after all shop drawings have been reviewed, and payment shall be due within 10 days after receipt of any such statement. The City will not impose any charges to the Contractor if the submitted shop drawings are a pproved within two reviews.

2-16 SUBSTITUTION OF MATERIALS

Section 2.16 is hereby added to Section 2.

2-16.01 GENERAL REQUIREMENTS

A. Where products or processes are specified by trade, patent or proprietary name, said specification, unless marked "no substitution", shall be deemed to be followed by the words "or equal as accepted in writing by SECTION 2 - SUPPLEMENTAL MATERIALS

32 the City." In such case substitution of similar products as “approved equals” will be considered under this section.

B. Selection of Proprietary Product - Where more than one proprietary name is specified, the Vendor/Contractor may provide any one of the products specified. Only one manufacturer shall be used for each specific application throughout the work notwithstanding that similar materials or equipment of two or more manufacturers or producers may be specified for the same application.

C. Substitution Request Procedure - Submit a written request for proposed substitutions to the City in accordance with this section and in the forms outlined in APPENDIX C.

D. Vendor/Contractor's Responsibility for Construction Modifications - If a proposed substitute product is accepted by the City , the Vendor/Contractor shall assume both the responsibility for construction modifications and additional costs required by reason of this acceptance.

E. Systems of Like Manufacture - Where products are specified in groups to be furnished by one manufacturer, no substitution will be considered that is not similarly furnished by one manufacturer. Where the Vendor/Contractor proposes to use a system of equipment other than that shown in the Contract Documents and/or Standard Specifications the substitution shall be proposed as a complete system.

F. No time extension or project delays will be allowed for substitution of materials.

2-16.02 SUBMITTALS

A. Contractor shall furnish the following submittals:

SUBMITTAL DESCRIPTION
Substitution Request Form Submit Substitution Request on form furnished below.

Dimensional Data Required for Product Substitutions
Product Information Submit technical product information as needed to substantiate Product Substitutions

Material Samples Required as needed to substantiate Product Substitutions Manufacturer’s Statement
of Responsibility
Required at City’s discretion for Product Substitutions Foundry or Test Record
Transcripts
Required as needed to substantiate Product Substitutions

Material List and Ratings Required as needed to substantiate Product Substitutions Warranty Furnish warranty equal to or better than warranty required for specified product.

B. Determination of Equality - The burden of proof of equality of the substituted item shall be on the Vendor/Contractor. Acceptance of such substitutions is entirely at the discretion of the City.

SECTION 2 - SUPPLEMENTAL MATERIALS

33 C. List of Approved Substitutions - The City will issue to the Vendor/Contractor a list setting forth those substitutions that have been approved. No products proposed for substitution shall be ordered before they are approved in writing by the City.

D. Products to be considered as "approved equals" shall, in City's opinion, meet the following minimum requirements:

1. Products shall be of equal quality, substance, function and color to those listed.

2. Products shall be standard products of a reputable manufacturer having regularly been engaged for 5 years in manufacture of products furnished.

3. Products shall have a reputation for assuring long-lasting trouble-free service.

4. Factory-authorized, factory-trained and competent service personnel and stocked service parts shall be readily available.

5. The manufacturer shall be capable of certifying compliance with listed reference standards.

E. The City reserves the right to reject product substitutions solely on the basis of maintenance economies of scale available to the City through standardizing on manufacturers and minimizing spare parts inventories.

F. Denial of Substitution - If, in the opinion of the City the proposed substitution is not equal to or better in every respect to that of the specified product, or was not submitted for acceptance in the manner outlined above, the Vendor/Contractor shall furnish the specified products.

G. Responsibility for Coordinating Substitutions with Construction Trades – Vendor/Contractor shall inform all other trades, vendors, and subcontractors of the effects of substitutions on their work or products.

Failure to notify shall not relieve Vendor/Contractor of its duty to make payments arising from alterations in specified products or methods needed to complete the work in an approved and acceptable manner.

2-16.03 RESPONSIBILITY FOR SPARE PART INVENTORIES

A. Spare parts inventory for two years’ typical maintenance may be required for products not presently in use in the City’s facilities.

2-17

CHEMICAL USE, INCLUDING COATINGS, SOLVENTS, AND ADHESIVES

Add the following section 2-17:

SECTION 2 - SUPPLEMENTAL MATERIALS

34 Any paints, coatings, solvents, and other chemical compounds used shall comply with California Air Resources Board (CARB) and SCAQMD rules, including, but not limited to:

A. SCAQMD Rule 1113 (Architectural Coatings)
B. SCAQMD Rule 1143 (Consumer Paint Thinners & Multi -Purpose Solvents)
C. SCAQMD Rule 1168 (Adhesive and Sealant Applications) D. SCAQMD Rule 1171 (Solvent Cleaning Operations)

Chemical use must be submitted to and approved by the Engineer prior to beginning work. Safety Data Sheets for each chemical must be readily available on site at all times a chemical is being used or stored on site. Unless requested by the City, any unused chemicals must be removed from the site upon completion of the work.

--- END OF SECTION ---

35 SECTION 3 SUPPLEMENTAL CONSTRUCTION METHODS AND CONTROLS

3-01 INSPECTION

Add the following to section 3-01:

Should the Contractor elect at any time, or from time to time, to conduct its operation on any regular shift more than eight (8) hours, on a Saturday, Sunday, or on a holiday, and if in the opinion of the Engineer it is necessary for the inspector or inspectors, as a consequence of such operations, to be present, the Contractor sha ll pay premium or overtime pay.

Premium or overtime pay shall be that portion which is in addition to their regular pay on a straight time hourly basis. The Contractor will be notified in writing of all overtime inspection costs incurred by the City. Payment for overtime inspection costs will be withheld from the progress payments to the Contractor.

3-02

PRE-CONSTRUCTION DETAILS

3-02.01 PERMITS AND LICENSES

Add the following to subsection 3-02.01:

The Contractor shall obtain the necessary applicable permits as required by other agencies for construction within their respective jurisdictional areas. The permits must be kept at the job site at all times. All provisions of these permits will apply as though stated in the WSSS and will have authority over any conditions herein. Any costs incurred due to compliance with these permits, license, etc., shall be included in the contract cost. No additional payment will be made.

3-02.01.1 NPDES PERMIT

Subsection 3-02.01.1 is hereby added to subsection 3-02.01.

City is a co-permittee operating under the permit conditions established by the National Pollution Discharge Elimination System (NPDES) Permit from California Regional Water
Quality Control Board – Santa Ana Region pertaining to
water dis charges to the municipal separate storm sewer system resulting from various municipal activities . For reference, the current permit order number is R8-2009-0030, NPDES No. CAS618030. Water drained or flushed from
pipelines and other water system features, including test water shall be accomplished per Section 3-10.05.

SECTION 3 SUPPLEMENTAL CONSTRUCTION METHODS AND CONTROLS

36 3-02.01.2 CITY REQUIREMENTS

Subsection 3-02.01.2 is hereby added to subsection 3-02.01.

The following is a brief summary of the main requirements for the work within the City of Anaheim. These requirements shall govern over the City's general permit requirements unless the City's requirements are more stringent than these.

1. Contractor shall submit traffic control plans to the Field Engineering Division for approval fourteen days
prior to beginning of construction. See Traffic
Control Section 3-02.02.

2. The Contractor shall make all requests in writing for connection to and/or shut down of exi sting water
facilities, a minimum of four (4) working days before
the shutdown is required. Contractor shall comply
with Section 3 -04.04 for particular requirements
associated with shutdowns.

3. Contractor shall provide the following customer
notifications:
• One (1) week before work starts, Contractor
shall post Project Signs per section 3-02.05.
• One (1) week prior to moving into the area,
Contractor shall distribute to all residents
within the affected area a notice of
construction. The City will draft the notice;
however it is the Contractor’s responsibility to
copy and distribute it.
• All notices of service interruption shall be
delivered to the affected customers a
minimum of 72 hours prior to any shutdown.

The City will draft any service interruption
notices, but it is the Contractor’s responsibility
to copy and distribute to the affe cted
customers.
• Contractor shall provide at least a two (2) day
advanced notice to coordinate trash pick -up
and street sweeping within the area of its work
operation.

All notifications shall be reviewed by the Engineer
prior to distribution or fabrication as in the case of the project sign.

4. Contractor will be required to obtain a permit from
the City Department of Public Works (standard City
Right of Way Construction Permit). Permits may
also be required from the Building, Electric, and
other City Divisions.

SECTION 3 SUPPLEMENTAL CONSTRUCTION METHODS AND CONTROLS

37 3-02.01.3 STATE LICENSE REQUIREMENTS

Subsection 3-02.01.3 is hereby added to subsection 3-02.01.

All Contractors submitting bids for this project shall have a Class "C-34" or Engineering "A" Contractor's License valid in the State of California. Contractors who install, destroy, or modify water wells shall have a Class “C -57” Contractor’s license. All Contractors shall maintain these licenses
throughout the duration of the Master Agreement.

No bid shall be considered from a Contractor who, at the time the bid is submitted, is not licensed to contract for this project in accordance with the law under provisions of Division III, Chapter 9, of the Business & Professions Code of the State of California. In the event of a dispute as to the classification of license required, the opinion of the Contractor's State License Board shall prevail.

The Contractor shall submit with the bid proposal the
Contractor's license number and expiration date, and a
statement indicating the representations made are made under penalty of perjury. Any bid not containing this information or information which is subsequently proven false shall be considered non-responsive and rejected by City.

3-02.02

TRAFFIC CONTROL
3-02.02.1 PROTECTION OF CONSTRUCTION SITE

Subsection 3-02.02.1 is hereby added to subsection 3-02.02.

The Contractor shall conduct its work in such a manner as to minimize the disruption of traffic flow. Contractor shall submit to and have approved by the City's Field Engineer a Traffic Control Plan, prepared and stamped by a registered traffic engineer, fourteen (14) days prior to the start of construction.

All traffic control methods shall conform to the “California Manual on Uniform Traffic Control Devices .” Flag persons shall be stationed at each end of the construction location where it is necessary to temporarily stop or detour traffic for the movement of materials and equipment; such flag persons shall be equipped with radio or cell phone to maintain
communication with one another . During the construction activity hours, flagmen and workers shall wear high-visibility garments prescribed in Title 8 CCR, Section 1598. Traffic stoppages shall be limited to time pe riods approved by the City Engineer.

SECTION 3 SUPPLEMENTAL CONSTRUCTION METHODS AND CONTROLS

38 Construction in major public streets shall only be performed between the hours as outlined per General Provisions Section 1-05.04 of the WSSS. At all times during these hours, left turn lanes and at least one lane of traffic open each way must be maintained by the Contractor.

Within a minimum period of seven (7) working days prior to any construction at any major street intersection, the
Contractor shall post advance notification signs. The signs shall be visible to all motorists entering the intersection from all four directions informing them of the proposed
construction to be performed at the location of the
intersection.

Pedestrian traffic must be maintained in a safe manner during the construction period. Pedestrian and emergency vehicular access shall be maintained to all residences, businesses, and manufacturing establishments within the construction area.

3-02.02.2

TEMPORARY NO PARKING

Subsection 3-02.02.2 is hereby added to subsection 3-02.02

The Contractor shall post "Temporary No Parking" signs
where required only after notifying and receiving approval from the Engineer. Type of sign and method and location of posting shall also be subject to the Engineer's approval. The Contractor shall notify all affected residences and business establishments at least forty -eight (48) hours prior to the posting of signs.

3-02.02.3 OPENING WORK AREAS TO VEHICLE TRAFFIC

Subsection 3-02.02.3 is hereby added to subsection 3-02.02

The Contractor shall backfill the trench with suitable material to support temporary traffic loading immediately following the abandonment of pipe or valves to maintain access to all driveways and traffic lanes affected by the trenching
operation. Adequate signing, barricading and de lineation shall be utilized unless the roadway is completely opened to traffic by backfilling the trench and restoring pavement.

Trench backfill and hot mix temporary AC pavement over
trench shall be made within two (2) days of trench excavation and shall be installed / maintained flush with existing street surface. Repairs to temporary AC pavement shall be
performed as determined by the Inspector.

SECTION 3 SUPPLEMENTAL CONSTRUCTION METHODS AND CONTROLS

39 3-02.02.4 RESTORATION OF PAVEMENT MARKINGS, TRAFFIC

LOOPS, AND ROADWAY SIGNS

Subsection 3-02.02.4 is hereby added to subsection 3-02.02

Upon completion of the excavation, trenching, backfilling, compaction, and final repaving operation the Contractor shall restore all pavements, striping, traffic loops, pavement legends, raised pavement markers and roadway signs within the limits of the work to their original conditions within five (5) working days. In order to return the roadway to a uniform condition in appearance, this condition means all stripes, raised pavement markers and legends will be repainted,
including pavement cleaning as neces sary. This condition refers to all lane lines within the limits of work area, not solely those lane lines or legends actually disturbed by trenching or detouring operations. All materials and
workmanship shall comply with City's standards and shall be approved by the Engineer.

3-02.03 SURVEYING

Add the following to subsection 3-02.03:

The City of Anaheim Survey Section is responsible for providing construction surveys to establish “control stakes,” also known as “grade stakes” for line and grade as shown on the approved Plans, for project construction. From these “control stakes” the Contractor provides and sets, when needed supplemental “working stakes .” The City’s basic policy regarding City of Anaheim Survey Section -furnished construction survey is to provide the necessary control stakes and information to establish the lines and grades as shown on the approved Plans required for the completion of the work.

The Contractor shall submit a survey r equest to the Water Capital Improvement Project Manager a minimum of 48 hours in advance of any required staking. The Contractor shall provide a clear, safe area as required by the City Surveyor including any required traffic control required to provide sufficient access for all requested offsets. The City’s Surveyor, or designated representative, will be solely responsible for determining the limits required for any traffic control implementation.

The Contractor’s failure to provide a sufficiently safe wor k zone will result in the City Surveyor canceling the survey request. If a survey request is canceled due to an unsafe work zone, the Contractor shall be required to submit a new survey request and abide by the minimum 48 hour notice for any required staki ng. The Contractor shall submit suitable requests for City -furnished “control stakes ,” ensuring that the requested staking area is ready for stakes and that the stakes will begin

SECTION 3 SUPPLEMENTAL CONSTRUCTION METHODS AND CONTROLS

40 to be used within 5 days of staking. The Contractor shall preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be at the expense of the Contractor. Working stakes used by the Contractor in actually performing the work are the Contractor’s responsibility and are to be set by the Contractor’s forces from City-furnished “control stakes.”

Construction survey stakes must be set under the responsible charge of a person who is authorized to practice land surveying in the State of California, as defined in Section 8726 of the Professional Land Surveyors Act.

All water improvements shall be staked (Lath or Pin) per plan at a maximum of 50’ intervals, at all proposed fittings, all proposed service stations, all changes in alignment and elevation (Grade Breaks), angle points (AP), beginning curve (BC) and end curve (EC), beg inning casing, end casing, etc. with the pins/hubs at an offset of the contactors choosing (normally between 6’ – 10’). At the Water Utility Inspectors discretion, “staking” at 25’ intervals may be required depending on circumstances.

3-02.04

STORAGE AREA

Subsection 3-02.04 is hereby added to section 3-02:

The Contractor shall secure a storage area to protect its property from vandalism and loss and to protect the public from possible injury.

The Contractor is responsible for any fines, damages, and restoration costs associated with the storage area. The Contractor shall demobilize, leaving this storage area in a neat and clean condition prior to filing the Notice of Completion.

3-02.05

PROJECT SIGNS
Subsection 3-02.05 is hereby added to section 3-02:

Prior to sign fabrication, the Contractor shall provide, for review and approval by the City, a scaled project sign mock up submittal per WSSS Standard W-050 and project specific verbiage provided by City.

The Contractor shall, two weeks before work starts, post four (4) project signs within the limits of each construction site, indicating that the work is being done for the City of Anaheim. The Contractor shall coordinate the location of the signs with the project Water Inspector and the City’s Public Works Department. Upon completion of the project and no later than one week after completion, the Contractor shall remove the project signs, and restore the site to its original condition and to the satisfaction of the City. All cost for the fabrication, installation, anchoring and

SECTION 3 SUPPLEMENTAL CONSTRUCTION METHODS AND CONTROLS

41 removal of the signs shall be included in the bid price and without any additional compensation from the City.

SECTION 3 SUPPLEMENTAL CONSTRUCTION METHODS AND CONTROLS

42 3-03 REMOVALS AND TRENCH EXCAVATION

3-03.02 REMOVAL OF UTILITIES
3-03.02.1 REMOVAL OF OBSTRUCTIONS

Subsection 3-03.02.1 is hereby added to subsection 3-03.02

The Contractor shall remove and dispose of all debris or other obstructions to the construction of the work. In the case that the obstruction consists of an improvement not required by law to be removed by the City, the improvement
shall be removed, maintained, and replaced by the Contractor at its expense.

Permanent improvements shall be protected in place and shall be provided with adequate access. Contractor shall, at its own expense, repair, replace or restore to the satisfaction of the Engineer, all property of any type or nature which has been moved, damaged or altered in any way by its operations, and shall return all landscape, roadway and adjoining surfaces to their original conditions and appearance.

3-03.02.2

REMOVAL OF HAZARDOUS MATERIAL

Subsection 3-03.02.2 is hereby added to subsection 3-03.02

Asbestos Cement Pipe

1. During the performance of any asbestos abatement work, it is the responsibility of the Contractor to ensure that the work is in full conformance with the requirements of all applicable Federal, State, and Local regulations,
standards, and codes governing asbestos abatement
including but not limited to: The SCAQMD Rule 1403-
Asbestos Emissions from Demolition/Renovation
Activities; Cal- OSHA Standards 1529 and 5208; and
Contractor registration requirements outlined in Cal -
OSHA Standard 341.6. The Contractor shall obtain a
California contractor’s license Certification, Cal- OSHA Registration, and any necessary permits required for
asbestos removal.

2. The Contractor shall notify Cal -OSHA of any asbestos abatement action exceeding 100 square feet of surface
area of asbestos-containing material.

3. The Contractor shall be responsible for all aspects of compliance with SCAQMD Rule 1403 including, but not
limited to, conducting asbestos facility surveys,
submitting notifications to SCAQMD, and preparing

SECTION 3 SUPPLEMENTAL CONSTRUCTION METHODS AND CONTROLS

43 Procedure 5 Approved Alternative Plans (if required by SCAQMD).

4. All asbestos waste is to be properly transported to and disposed of at Azusa Land Reclamation in Azusa,
California. Alternative facilities must be approved by
Environmental Services. The City must sign all hazardous waste manifests.

5. The Contractor shall submit written plans for asbestos abatement to the City for review and comments prior to
commencing asbestos work.

Lead Paint Removal
Contractor shall adhere to the Cal/OSHA Lead in
Construction Standard (Title 8 CCR Section 1532.1) in all construction activities where lead is disturbed and a
potential for employee exposure exists.

3-03.03

TRENCH EXCAVATION
3-03.03.1 WATER IN TRENCH

Subsection 3-03.03.1 is hereby added to subsection 3-03.03

Water, if encountered, shall be removed from excavations as soon as it accumulates. The Contractor shall have on-site sufficient pumping capacity to keep the trench dewatered.

The Contractor shall provide and maintain adequate operating pumping capacity plus additional standby pumping
capabilities to cope with emergencies. The Contractor shall demonstrate to the construction observer that it has sufficient pumping capacity on-site prior to starting construction. The City cannot guar antee a complete shutdown of the main
because of the age and condition of the existing valves.

Contractor agrees that delays to system shutdown and
isolation are not reimbursable. The City will make a
concerted effort to isolate the system as planned wit h the Contractor, but the Contractor shall be prepared to employ pumping equipment if a water tight shutdown cannot be
achieved. Water discharged to the street, storm drain system, or other water way must not contain any pollutants (including sediment) in excess of the water quality criteria established by the City’s NPDES permit conditions, and outlined in
Section 3-10.05.

SECTION 3 SUPPLEMENTAL CONSTRUCTION METHODS AND CONTROLS

44 3-04 CONNECTION TO EXISTING FACILITIES

3-04.04 PROPOSED WATER SERVICE INTERRUPTIONS AND

SHUTDOWNS

Subsection 3-04.04 is hereby added to Section 3-04.

Prior to temporarily shutting down any water main and the abandonment of pipe or valves, the Contractor is responsible for the following:

• The Contractor shall perform a t each work location a ll excavations, verifications of the size , type and features of existing water main facilities, to be assured that all new caps, connections and appurtenances to be installed will be compatible with the existing water facilities, so that the connection and/or shutdown will be held to a minimum duration.

• All water mains, fire lines and water services shall be maintained in active uninterrupted service during the course of Work Order Package or Request.

• The Contractor shall adhere to the approved Construction Schedule for notifying all affected parties of any unforeseen schedule alterations that may occur.

• In case of a necessary shutdown of any portion of the existing utility system for the purposes of abandonment of pipe and valves, the Contractor shall request through the Engineer a schedule for such shutdown of port ions of the City's water system, which will be developed and approved by the City.

• The Contractor shall make all requests in writing f or connection to and/or shut down of existing water facilities, a minimum of four (4) working days before the shutdown is required. After receiving the advance request from the Contractor, and approving the temporary shutdown of the affected water facili ties, the City's Field Division personnel will operate all valves necessary to isolate each pipeline to be joined or relocated from the rest of the water system.

Contractor recognizes that the unauthorized operation of City's water system is likely to cause City and/or third parties damage or injury.

Contractor is not allowed to operate any portions of the City's current operating water system without prior written approval of City's authorized representative(s). In the event the Contractor operates any portion of the City water system, including but not limited to valves and controls, without written permission previously scheduled and approved by the City, Contractor agrees to pay City a sum equal to the amount of damages sustained by City resulting from the unauthorized operation.

SECTION 3 SUPPLEMENTAL CONSTRUCTION METHODS AND CONTROLS

45 3-05 LAYING OF DUCTILE IRON PIPE WATER MAIN

3-05.02 THRUST RESTRAINT

Add the following to subsection 3-05.02:

Where anchor blocks are called for on the Construction Drawings, the Contractor may either use an anchor block or a reverse tie anchor block depending on the site conditions. The City's field representative will determine the acceptability of either of these al ternatives on a case-by- case basis.

Restrained joints, anchor blocks, or other thrust restraining devices shall be installed at every horizontal and vertical bend that is equal to or greater than 5 degrees. The City's field inspector will verify that the thrust restraint device proposed by the Contractor will be acceptable for the site conditions.

3-05.07

EXISTING PIPE AND VALVES

Subsection 3-05.07 is hereby added to Section 3-05.

The connecting joints between existing pipe and between existing pipe and existing valves are not known. The Contractor shall exercise due caution during tie -ins with and the abandonment of existing pipe and valves, including any temporary bracing until permanent restraints are serviceable.

Permanent restraints shall follow the details shown on the plans and as called for by the water inspector after a field determination can be made.

The City's water inspector will verify that the thrust restraint device proposed by the Contractor will be acceptable for the site conditions.

SECTION 3 SUPPLEMENTAL CONSTRUCTION METHODS AND CONTROLS

46 3-08 PIPE BEDDING AND BACKFILLING OF TRENCH

Add the following to Section 3-08:

All select material utilized as bedding and backfill to a minimum of 12 inches (0.30 m) over the pipe shall have a minimum sand equivalent (SE) of 30 or shall be sand conforming to Sections 200- 1.5.1 and 200- 1.5.5 of the Standard Specifications .

Backfill, bedding and compaction for all excavation shall conform to Section 306 of the Standard Specifications or as modified by Construction Plans. Relative compaction shall be as specified in Section 301- 1.3 of the Standard Specifications as modified by WSSS or Construction Plans.

Excess trench excavation and debris from the work shall become the property of the Contractor and shall immediately be removed from the job site in a manner and at a location acceptable to all pertinent agencies. The Contractor shall be responsible for removing and disposing of all excess materials at its expense resulting from the installation of the water facilities included in a Work Order P ackage and Request.

Excess materials include valve boxes, pipe and appurtenances found in the pipe trench. The cost of disposal shall be included in the cost of the various items of work and no additional compensation will be approved.

3-09

REPAVING AND FINISHING

3-09.01 REPAVEMENT

Subsection 3-09.01 is hereby added to Section 3-09.

The Contractor shall furnish and install temporary pavement and permanent pavement replacement, where required, and per the following:

1. Temporary AC pavement over trench shall be completed within five (5) days of the trench excavation. All temporary pavement repairs shall be performed with hot mix asphaltic concrete, (AC) and shall be 4 inch minimum thickness.

2. Both temporary and permanent pavement surface through the trench shall be rolled smooth and flush with existing pavement and shall be maintained in this condition.

3. Permanent AC pavement replacement shall be in accordance with City Trench Replacement standard 132-A.

4. Permanent pavement replacement shall be completed within seven

calendar days of damage or removals and / or excavation.

5. Full depth base paving per standard 132-A shall be performed on all trenches within major multiple lane roadways within the same day of trench openin g unless otherwise approved by the Engineer.

Grinding and capping per standard 132-A, including replacement of impacted stripping and traffic loops, shall be completed within two (2) weeks following successful pipeline pressure testing and shall not be allowed to exceed 30 days from the date of the start of trench work.

SECTION 3 SUPPLEMENTAL CONSTRUCTION METHODS AND CONTROLS

47 3-10 TESTING, DISINFECTION, AND FLUSHING

3-10.05 WATER SYSTEM DISCHARGES.

Subsection 3-10.05 is hereby added to section 3-10.

All water drained or flushed from pipelines, or used to disinfect or test portions of a pipeline or water system component, shall be disposed of by the Contractor at its sole expense. All water discharged to the City of Anaheim storm drain system shall be carried out in compliance with the water quality objectives and discharge permit restrictions established by the California Regional Water Quality Control Board - Santa Ana Region, 3737 Main Street, Suite 500, Riverside, California 92501, (909) 782-4130.

For contracts administered by the City of Anaheim Public Utilities Department, the Contractor will be authorized to discharge water to the storm drain under the City’s Municipal Separate Storm Sewer National Pollution Discharge Elimination System (NPDES) Permit, also known as the MS4 Permit, if the water meets the prescribed discharge criteria.

For all work not administered by the City, the Contractor shall be responsible for obtaining a discharge permit directly from the California Regional Water Quality Control Board - Santa Ana Region. All permit conditions and discharge limitations must be met. Water system discharges are authorized by the City’s MS4 permit when they also comply with R8-2015-0004, NPDES No. CAG998001 pertaining to water discharges that pose an insignificant (de-minimis) threat to water quality. In addition to other requirements, this specifies that wastewater shall not contain constituent concentrations in excess of the following limits:

Constituent Maximum Concentration
Oil & Grease , No visible sign
Sulfides 0.4 mg/L
Total Residual Chlorine 0.1 mg/L
Total Suspended Solids 75 mg/L
Total Petroleum Hydrocarbons 100 µg/L
pH Within 6.5 to 8.5

Disposal of test water or other chlorinated water will require the Contractor to apply a reducing agent (i.e. sodium thiosulfate, or ascorbic acid, etc.) to neutralize residual chlorine or chloramines to meet the residual chlorine discharge limit (< 0.1 mg/l).

The Contractor must conduct all discharges in accordance with the latest edition of the American Water Works Association California -Nevada Section Best Management Practice (BMP) Manual for Drinking Water System Releases. In addition, t he Contractor shall ensure that all applicable NPDES permit conditions are met. The Contractor is responsible for all costs, equipment, maintenance, etc. associated with

SECTION 3 SUPPLEMENTAL CONSTRUCTION METHODS AND CONTROLS

48 permit compliance. The Contractor shall coordinate any and all construction, maintenance, and discharge activities with the Department’s Water Engineering and Environmental Servic es personnel. To assure compliance, the Contractor is also required to meet the following:

1. At least 5 days prior to discharging water to the storm drain system, the Contractor shall complete and submit a Work Plan for Discharges to the Storm Drain System (see Appendix D) to Environmental Services identifying the type and
location of the expected discharge, date(s), anticipated volume, treatment technology, and sampling methodology. If there are changes required to the work plan, the Contractor must notify Environmental Services prior to the discharge.

The plan shall be submitted in writing to
[email protected].

2. During the discharge, water sampling and testing must be completed to assure that permit conditions are met. The Contractor is responsible for sample collection, laboratory analyses and ensuring that the water effluent limits are met.

3. Following each discharge, the Contractor shall complete the Department’s Monitoring Report for Water Discharges (see Appendix D). The completed form sha ll be submitted to the Department’s project inspector with the attached laboratory analyses. The Contractor is to submit all laboratory analyses to the project inspector within one business day of receipt of the laboratory data.

4. If a discharge occurs that is not in compliance with the permit conditions or the Master Agreement , the Contractor shall immediately notify the Engineer and Environmental Services, and shall submit a plan to bring the discharge into full compliance with a timetable for correction.

Water samples for total chlorine are to be collected at the beginning of the discharge. Samples collected for total suspended solids (TSS) analyses are to be collected within the first 30 minutes of each discharge. For continuous discharges, weekly samples are to be collected thereafter. Total residual chlorine testing may be conducted at the site by qualified personnel using a US EPA accepted DPD colorimetric chlorine test kit. All effluent TSS analyses shall be conducted by a state certified laboratory.

Note that water discharges directly from the City’s potable water system will not require laboratory testing for TSS. TSS analysis is only required for new well construction, or well development, or other

SECTION 3 SUPPLEMENTAL CONSTRUCTION METHODS AND CONTROLS

49 activities that may result in elevated concentrations of TSS. TSS analysis is not required for routine line flushing of potable water mains or wells. Since the laboratory test method for TSS cannot provide instantaneous results, the use of a field TSS colorimeter is required at the time of discharging water to the storm drain system. Where elevated TSS is observed, equipment to remove TSS may be needed to achieve TSS discharge limits.

If dechlorinating chemicals are placed inside a well or water system component, the Contractor must contact this Department’s Water Quality staff who will conduct tests to confirm the abse nce of dechlorinating chemical residuals in the system prior to sampling for bacteriological analysis and placing the system component in service.

Testing for total residual chlorine and TSS is not required for discharges to dry streambeds or trenches where the discharge completely percolates before reaching any flowing streams . If the Contractor intends to discharge to dry streambeds, this must be indicated in the work plan submitted to Environmental Services.

Additionally, the flow of water from the work location shall be controlled to prevent erosion of surrounding soil, damage to vegetation, and/or altering of ecological conditions in the area. Under no circumstances shall the flow contribute to silt, mud, debris, or other contaminants entering the storm drains or other waterway.

SECTION 3 SUPPLEMENTAL CONSTRUCTION METHODS AND CONTROLS

50 3-13 AS-BUILT DRAWINGS

Add the following to Section 3-13:

Contractor shall clearly record, in red pencil, all differences between the location or arrangements indicated on the original Contract Drawings and those of the actual installation, as well as references to equipment manufacturers’ drawings numbers.

All conceptual or major design changes shall be approved by the City before implementing the change in the construction contract. Failure to receive prior approval may result in termination of service.

At the end of the project and prior to final payment, the Contractor shall sign and date each sheet of the “As-Built” Contract Drawings as being a correct and accurate record of the installation and submit a complete package to the City to be transferred to the record drawings. Facilities and items to be located and verified on the record drawings shall include the following:

A. Location of bends, angle points, valves, solid sleeves and tees.

B. Other related facilities, as specified by the City.

E. Valve Location/ Information per Valve As -Built Table located on the plans or last page of Appendix herein.

Changes and dimensions shall be recorded by the Contractor in a neat, legible manner.

Record construction drawings shall be maintained at the jobsite during construction.

SECTION 3 SUPPLEMENTAL CONSTRUCTION METHODS AND CONTROLS

51 3-14 WATER POLLUTION PREVENTION AND BEST MANAGEMENT
PRACTICES (BMP’s)
The following shall be added to Section 3 – Construction methods and Controls:

Description – Storm water and non-storm water discharges resulting from municipal construction activities (less than 1 acre) are currently governed by the Santa Ana Regional Water Quality Board NPDES Permit No. CAS618030. The permit applies to activities within the County of Orange and is available from the City of Anaheim, Department of Public Works. Also available from the Department of Public Works is the Local Implementation Plan which provides specific guidance and sets requirements regarding proper pollution control practices and includes a list of Best Management Practices which must be implemented where applicable. This list can be found on line at
http://www.cabmphandbooks.com and the Local Implementation Plan is available at the Public Works Records Office, located on the second floor City Hall, 200 North Anaheim Boulevard, Anaheim, CA 92805.

The Contractor shall develop, implement and maintain a n Erosion and Sediment Control Plan for all ground-disturbing projects less than one (1) acre. The plan shall prevent all non-stormwater pollutants from entering any water body (including the City’s storm drain system), and shall be approved by the Field Engineer.

The Contractor shall develop, implement, and maintain a Stormwater Pollution Prevention Plan (SWPPP) for all ground-disturbing projects greater or equal to one (1) acre. The SWPPP shall be prepared by a Qualified SWPPP Developer (QSD).

The SWPPP shall be reviewed and approved by Environmental Services prior to beginning work. After approval, the Contractor shall submit the SWPPP electronically to the State Water Resources Control Board SMARTS Portal. The Contractor shall be responsible for complying with all portions of the adopted Construction General Permit (currently Order 2009- 009-DWQ), This shall include setting and maintaining appropriate best management practices (BMPs), conducting required inspections, monitoring weather, maintaining records, sampling runoff, and preparing reports.

If projects will take place on Caltrans property, the Contractor shall develop, implement, and maintain a Water Pollution Control Program (WPCP) conforming to the requirements of Caltrans Specifications Section 7 -1-.01G, “Water Pollution Control,” as approved by the Field Engineer. Copies of the Construction Contractor’s Guide and Specifications of the Caltrans Storm Water Quality Handbook may be obtained from the Department of Transportation, Material Operations Branch, Publication Distribution Unit, 1900 Royal Oaks Drive, Sacramento, California 95815, Telephone Number (916) 445- 3520. Electronic copies can be found at http://www.dot.ca.gov/hq/construc/stormwater.html .

The Contractor shall implement and maintain the appropriate BMPs to prevent storm water pollution within the project site at all times during the contract period.

A Municipal Activities Procedures Manual has been developed by the County of Orange to assist with permit implementation. Specifically, the Municipal Activities

SECTION 3 SUPPLEMENTAL CONSTRUCTION METHODS AND CONTROLS

52 Procedures Manual contains Model Maintenance Procedures with BMPs that the Contractor shall adhere to.

The City reserves the right to inspect the construction site at any time to evaluate compliance with this section. Payment to provide and maintain stormwater plans and BMPs shall be considered included in the contract unit price paid for other items of work and shall be considered incidental to accomplishing the work and no additional compensation will be allowed therefore.

APPENDIX A

OPERATION & MAINTENANCE MANUAL REQUIREMENTS

APPENDIX A

OPERATION & MAINTENANCE MANUAL REQUIREMENTS

Operation & Maintenance Manuals, when required, shall be submitted in the following format and organization:

PART 1 – GENERAL

1.1 SECTION INCLUDES
A. Project Record Documents.

B. Operation and Maintenance Data.

C. Preventive Maintenance and Operating Requirements.

D. Warranties and bonds.

1.2 RELATED REQUIREMENTS
A. Volume I of the Technical Specifications, General Conditions: Performance bond and labor and material payment bonds, warranty, and correction of work.

B. Section 01300 - Administrative Requirements: Submittals procedures, shop drawings, product data, and samples.

C. Section 01750 – Starting and Adjusting
D. Section 01787 – Product Warranties
E. Section 01820 – Demonstration and Training

1.3 SUBMITTALS
A. Submittals shall include:
a. List of equipment furnished for project with name, address, and telephone number of each vendor.
b. List of serial numbers of equipment furnished.
c. A copy of shop drawings for mechanical, electrical, and instrument equipment in final form.
d. Manufacturer's operation and maintenance instructions and parts lists. e. Tabulation of motor nameplate horsepower, nameplate current, field- measured current, overload relay setting, and catalog number for polyphase motors.
f. List of fuses, lamps, seals, and other expendable equipment and devices.

Specify size, type, and ordering description. List name, address, e- mail address, fax number, and telephone number of vendor.

B. Provide manuals for each piece of equipment including individual components and subsystems of complete assemblies. Line out non- applicable text and illustrations. The section of the manual on operation shall describe the functions and limitations of each component and its relationship to the system of which it is a part. Wher e several models, options, or styles are described, the manual shall identify the items actually provided.

C. Each manual shall contain the following:

APPENDIX A

a. Manufacturer's identification, including order number, model, and serial number.
b. Blue line prints or reviewed shop drawings and diagrams of all systems. c. Certified equipment drawings or reviewed shop drawing data clearly marked for equipment furnished.
d. Complete operating and maintenance instructions for each and every item of equipment, setting forth in detail and step- by-step the procedure for starting, stopping, operating, and maintaining the entire system as installed. Include a schedule of recommended maintenance intervals. e. Complete parts list of replaceable parts, their part numbers, and the name and address of their nearest vendor.
f. Any special emergency operating instruction and a list of service organizations (including addresses and telephone numbers) capable of rendering emergency service to the various parts of the system. g. Copy of manufacturer's equipment guarantees and warranties.

D. Brochures shall be loose leaf with durable plastic or fiberboard covers. Each sheet shall be reinforced to prevent tearing from continued use, and each brochure shall have the following information clearly printed on its cover:
a. Project name, name of Owner, and address.
b. Name and address of Owner's Representative.
c. Name and addresses of C ontractors and subcontractors and department to contact.
d. Telephone number of Contractors, including night and emergency numbers.
e. Major equipment vendors' names and telephone numbers.

E. Submit complete manuals at least four weeks before the date of the instructions required by the subsections on "Manufact urer's Services" in the various specification sections.

F. Operation and maintenance manuals specified herein are in addition to any operation, maintenance, or installation instructions required by the Contractor to install, test, and start up equipment.

1.4 EQUIPMENT DATA SHEETS
Provide three sets of equipment data sheets, bound in three- ring binders, and one electronic copy in Word format summarizing the equipment manufacturer's maintenance instructions and recommendations. See the blank data sheet and example data sheets below.

APPENDIX A

Preventive Maintenance and Operating Requirement Sheets

Preventive Maintenance Program Equipment Record Number

EQUIPMENT DESCRIPTION ELECTRICAL OR MECHANICAL
DATA
Name:

Size:

Serial No.: Model:

Vendor:

Vendor Address:

Type:

Mfr.:

Vendor Rep: Voltage: Amps:

Phone: Phase: rpm:

Maintenance Work to be Done Frequency*

OPERATING REQUIREMENTS AND REFERENCE

*D - Daily; W - Weekly; B - Biweekly; M - Monthly; Q - Quarterly; S - Semiannually; A - Annually.

APPENDIX A

Preventive Maintenance and Operating Requirement Sheets

Preventive Maintenance Program Equipment Record Number

EQUIPMENT DESCRIPTION ELECTRICAL OR MECHANICAL DATA
Name: Influent Pump No. 1
Tag No.: P01-1
Size: 15 hp
Serial No.: 123456ABC
Vendor: ABC Pump Co.

Model: 140T Frame
Serial No. 987654ZY
Class F Insulation
W/Space Heater
Vendor Address: Type:
1111 Pump Circle
Newport Beach, CA 92663
Mfr.: DEF Motors, Inc.

Vendor Rep: XYZ Equipment, Inc. Voltage: 460 Amps: 20 Phone: (714) 752-0505 Phase: 3 rpm: 1,800
Maintenance Work to be Done Frequency*

1. Operate all valves and check such things as a) bearing temperature, b) changs in running sound, c) suction and discharge gauge readings, d) pump discharge rate, and
e) general condition of the drive equipment.

2. Check packing.

3. Checking pumping unit for any dust, dirt, or debris. (Continued on attached sheet)
D

D
W

OPERATING REQUIREMENTS AND REFERENCE
For manufacturer's instructions regarding installation, operation, maintenance, and trouble shooting of this equipment, see Volume ____, Section ______.

*D - Daily; W - Weekly; B - Biweekly; M - Monthly; Q - Quarterly; S - Semiannually; A - Annually.

APPENDIX A

Preventive Maintenance and Operating Requirement Sheets

Preventive Maintenance Program Equipment Record Number

EQUIPMENT DESCRIPTION ELECTRICAL OR MECHANICAL
DATA
Name:

Size:

Serial No.: Model:

Vendor:

Vendor Address:

Type:

Mfr.:

Vendor Rep: Voltage: Amps:

Phone: Phase: rpm:

Maintenance Work to be Done Frequency*

4. Lubricate bearing frame and motor bearings (consult
manufacturer's instructions for type of grease or oil).

5. Disassemble and change or repair the following: a) impeller, b) shafts, c) shaft sleeve, d) rotary seals, and e) sleeve bearings.

OPERATING REQUIREMENTS AND REFERENCE

*D - Daily; W - Weekly; B - Biweekly; M - Monthly; Q - Quarterly; S - Semiannually; A - Annually.

APPENDIX A

PART 2 - PRODUCTS - NOT USED

PART 3- EXECUTION

3.1 PROJECT RECORD DOCUMENTS
A. Maintain on site one set of the following record documents; record actual revisions to the work:
a. Drawings.
b. Specifications.
c. Addenda.
d. Change Orders and other modifications to the Contract. e. Reviewed shop drawings, product data, and samples.
f. Manufacturer's instruction for assembly, installation, and adjusting.

B. Ensure entries are complete and accurate, enabling future reference by Owner.

C. Store record documents separate from documents used for construction.

D. Record information concurrent with construction progress.

E. Specifications: Legibly mark and record at each product section description of actual products installed, including the following:
a. Manufacturer's name and product model and number.
b. Product substitutions or alternates utilized.
c. Changes made by Addenda and modifications.

F. Record Drawings and Shop Drawings: Legibly mark each item to record actual construction including:
a. Measured depths of foundations in relation to finish first floor datum. b. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. c. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the work. d. Field changes of dimension and detail.
e. Details not on original Contract drawings.

G. The Contractor shall provide a final set of record drawings marked in red to the Water Inspector as soon as the work is complete. The Contractor shall present the up to date record drawings to the Water Inspector prior to approval of any payment request.

3.2 OPERATION AND MAINTENANCE DATA
A. For each Product or System: List names, addresses and telephone numbers of Subcontractors and suppliers, including local source of supplies and replacement parts.

B. Product Data: Mark each sheet to clearly identify specific products and component parts, and data applicable to installation. Delete inapplicable information.

C. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams. Do not use Project

APPENDIX A

Record Documents as maintenance drawings.

D. Typed Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions.

3.3 OPERATION AND MAINTENANCE DATA FOR MATERIALS AND FINISHES A. For Each Product, Applied Material, and Finish:
a. Product data, with catalog number, size, composition, and color and texture designations.
b. Information for re-ordering custom manufactured products.

B. Instructions for Care and Maintenance: Manufacturer's recommendations for cleaning agents and methods, precautions against detrimental cleaning agents and methods, and recommended schedule for cleaning and maintenance.

C. Moisture protection and weather-exposed products: Include product data listing applicable reference standards, chemical composition, and details of installation.

Provide recommendations for inspections, maintenance, and repair.

D. Additional information as specified in individual product specification sections.

E. Provide a listing in Table of Contents for design data, with tabbed fly sheet and space for insertion of data.

3.4 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS A. For Each Item of Equipment and Each System:
a. Description of unit or system, and component parts.
b. Identify function, normal operating characteristics, and limiting conditions. c. Include performance curves, with engineering data and tests. d. Complete nomenclature and model number of replaceable parts.

B. Panelboard Circuit Directories: Provide electrical service characteristics, controls, and communications; typed.

C. Include color coded wiring diagrams as installed.

D. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shut-down, and emergency instructions. Include summer, winter, and any special operating instructions.

E. Maintenance Requirements: Include routine procedures and guide for preventative maintenance and trouble shooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions.

F. Provide servicing and lubrication schedule, and list of lubricants required.

G. Include manufacturer's printed operation and maintenance instructions.

H. Include sequence of operation by controls manufacturer.

I. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance.

J. Provide control diagrams by controls manufacturer as installed.

K. Provide General Contractor's coordination drawings, with color coded piping diagrams as installed.

APPENDIX A

L. Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams.

M. Provide list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained in storage.

N. Include test and balancing reports.

O. Additional Requirements: As specified in individual product specification sections.

3.5 OPERATION AND MAINTENANCE MANUALS
A. Prepare instructions and data by personnel experienced in maintenance and operation of described products.

B. Submit three hard copies and one electronic copy of all manufacturer’s operations and maintenance manuals and data pertinent to equipment supplied for the project. Prepare data in the form of an instructional manual. All hard copies shall be organized in three ring binders.

C. Binders: Commercial quality, 8-1/2 by 11 inch three D side ring binders with durable plastic covers; 2 inch maximum ring size. When multiple binders are used, correlate data into related consistent groupings.

D. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE INSTRUCTIONS; identify title of Project; identify subject matter of contents.

E. Provide tabbed dividers for each separate product and system, with typed description of product and major component parts of equipment.

F. Text: Manufacturer's printed data, or typewritten data on 24 pound paper.

G. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages.

H. Arrange content by systems under section numbers and sequence of Table of Contents of this Project Manual.

I. Contents: Prepare a Table of Contents for each volume, with each product or system description identified, in three parts as follows:
a. Part 1: Directory, listing names, addresses, and telephone numbers of Owner's Designated Representative, General Contractor, Subcontractors, and major equipment suppliers.
b. Part 2: Operation and Maintenance Instructions arranged by system and subdivided by specification section. For each category, identify names, addresses, and telephone numbers of Subcontractors and suppl iers.

Identify the following:
i. Significant design criteria.
ii. List of equipment.
iii. Parts list for each component.
iv. Operating instructions.
v. Maintenance instructions for equipment and systems.
vi. Maintenance instructions for special finishes, including recommended cleaning methods and materials, and special precautions identifying detrimental agents.
c. Part 3: Project documents and certificates, including the following:
i. Shop drawings and product data.
ii. Air and water balance reports.

APPENDIX A

iii. Certificates.
iv. Photocopies of warranties and bonds.

J. Provide a listing in Table of Contents for design data, with tabbed dividers and space for insertion of data.

K. Table of Contents: Provide title of Project; names, addresses, and telephone numbers of Owner's Designated Representative, Consultants, and General Contractor with name of responsible parties; schedule of products and systems, indexed to content of the volume.

APPENDIX B

WARRANTY FORM

APPENDIX B

WARRANTY FORM
Warranty Form (Project / Component)
(Location)
We hereby guarantee the (Project/Component) that we have constructed for a period of one (1) year from (Date) the date of acceptance by the ____________________ of the work/substantial completion.

The following are excluded from the provisions of this warranty:

We agree that if any of the equipment should fail due to any reason other than improper maintenance or improper operation, if any pipe or appurtenances should develop leakage, or if any settlement of fill or backfill occurs, or should any portion of the work fail to fulfill any of the requirements of the specifications, we will, within five (5) days after receipt of written notice of such defects, provide on-site troubleshooting services, and within ten (10) days after receipt of written notice, commence to repair or replace the same together with any other work which may be damaged or displaced in so doing.

In the event of our failure to comply with the above mentioned conditions, or should the exigencies of the case require repairs or replacements to be made before we can be notified or respond to notification, we do hereby authorize the ________________ to proceed to have the defect repaired and made good at our expense, and we will pay the cost therefore upon demand.

The warranty provided herein shall not be in lieu of, but shall be in addition to any warranties or other obligations otherwise imposed by the Contract Documents and by law.

CONTRACTOR:

Signed:

Title:

Date:

APPENDIX C

MATERIAL SUBSTITUTION REQUEST FORMS

APPENDIX C

CITY OF ANAHEIM

PUBLIC UTILITIES DEPARTMENT

SUBSTITUTION REQUEST FORM

 This form provides information required by the City to determine if your product should be considered an “or equal” per the Standard Specifications. The Standard Specifications are used by City contractors, developers, and others to construct improvements for the City.

 Please fill out the form completely and attached additional information as specified in 1.2.A herein. Incomplete forms will not be considered.

 No obligations on the part of the City are either inferred or implied by receipt of this form.

 Use a separate form for each product to be considered. Separate forms are not required for various sizes of the same product, as long as the product’s components are similar.

 If the proposed product substitutions are in reference to a specific project, submit copies of plans showing in red each location where the product substitution is proposed.

Submit completed forms to: Water Engineering [email protected]

Water Engineering
Anaheim Public Utilities Department
201 S. Anaheim Blvd, Suite 601
Anaheim, CA. 92805
Fax: 714.765.4199

APPENDIX C

CITY OF ANAHEIM

PUBLIC UTILITIES DEPARTMENT

SUBSTITUTION REQUEST FORM

GENERAL INFORMATION

Drawing or Section Number: _____________________________________________________ Specified Item(s): ______________________________________________________________ Proposed Product Make/Model: __________________________________________________ Proposed Product Description: ___________________________________________________ Sizes: _______________________________________________________________________ Submitted by:

Representative: _________________________________________________________ Company: _____________________________________________________________ Phone: ________________________________________________________________ Email: _________________________________________________________________

MANUFACTURER INFORMATION

Manufacturer: ________________________________________________________________ Headquarters Address: _________________________________________________________ City/State/Zip: ________________________________ Phone: __________________________ Website: _____________________________________________________________________ Local Office Address: __________________________________________________________ City/State/Zip: ________________________________ Phone: __________________________

How long has the manufacturer been producing the specified product?___________________ ____________________________________________________________________________

How long has the manufacturer been producing related product? ________________________ ____________________________________________________________________________

What related products? _________________________________________________________ ____________________________________________________________________________

APPENDIX C

CITY OF ANAHEIM

PUBLIC UTILITIES DEPARTMENT

SUBSTITUTION REQUEST FORM

PRODUCT INFORMATION

What are the appropriate ANSI, ASTM, and/or AWWA standards? _______________________ ____________________________________________________________________________

Does the product meet these standards? If not, why not? ______________________________ ____________________________________________________________________________

What laboratories, if any, have tested and approved the product? ________________________ ____________________________________________________________________________

What material options (if any) are available for the product components? __________________ ____________________________________________________________________________

What other agencies in Southern California are using the product? Agency How long? Contact Person Phone
_____________________ __________ _________________ ______________ _____________________ __________ _________________ ______________ _____________________ __________ _________________ ______________ _____________________ __________ _________________ ______________ _____________________ __________ _________________ ______________

Who are the local suppliers that stock the product?
Supplier City
_______________________________ _______________________________ _______________________________ _______________________________ _______________________________ _______________________________ _______________________________ _______________________________ _______________________________ _______________________________

APPENDIX C

CITY OF ANAHEIM

PUBLIC UTILITIES DEPARTMENT

SUBSTITUTION REQUEST FORM

How available is the product (i.e., What is the delivery lead time)? _______________________ ____________________________________________________________________________

What specifically does the written warranty cover and for how long? ______________________ ____________________________________________________________________________

Additional Remarks
____________________________________________________________________________ ____________________________________________________________________________ ____________________________________________________________________________ ____________________________________________________________________________

CERTIFICATION OF PERFORMANCE AND ASSUMPTION OF LIABILITY FOR EQUAL

PERFORMANCE

I certify that the proposed substitution is equal to or better in all respects to the product specified and that the proposed substitution will, in all respects perform the function for which it is intended.

_____________________________________________________
Signature Date _____________________________________________________
Name
_____________________________________________________
Title
_____________________________________________________
Company
_____________________________________________________
Address
_____________________________________________________
Telephone

Signature must be by person having authority to legally bind his or her firm to the above terms. Failure to provide legally binding signature will result in retraction of approval.

APPENDIX D

NPDES DISCHARGE NOTIFICATION AND REPORT FORMS

APPENDIX D

CITY OF ANAHEIM – PUBLIC UTILITIES DEPARTMENT

WORK PLAN FOR

DISCHARGES TO THE STORM DRAIN SYSTEM

Contractor information (company name, address, telephone number, contact person):
______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________

Location of discharge (include site address and location of nearby storm drain):
______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________

Type of discharge (water main, well site, etc.):
______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________

Expected discharge date(s):
______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________

Anticipated volume of discharge:
_________
______________________________________________________________________________ ______________________________________________________________________________ _____________________________________________________________________

Treatment technology and sampling methodology:
______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________

APPENDIX D

CITY OF ANAHEIM - PUBLIC UTILITIES DEPARTMENT

MONITORING REPORT FOR

DISCHARGES TO STORM DRAIN SYSTEMS

Site location: __________________________________________________________________

Date and time of sampling: _______________________________________________________

Start time of pumping: ___________________________________________________________

End time of pumping: ___________________________________________________________

Flow rate: ____________________________________________________________________

Company and name of person who performed sampling or measurements:
______________________________________________________________________________ ______________________________________________________________________________ Date analyses were performed: ____________________________________________________

Company who performed analyses: ________________________________________________

CONSTITUENT TYPE OF
SAMPLE

UNITS MINIMUM

FREQUENCY OF

ANALYSIS

LABORATORY

ANALYSIS
* Flow

gpd Daily
__________
(List measured flow rate)
Total Suspended
Solids (TSS)
Grab mg/l

During first 30 minutes
of each discharge and
weekly thereafter for
continuous discharges.

__________

Total Residual
Chlorine

Grab mg/l

During first 30 minutes
of each discharge and
weekly thereafter for
continuous discharges.

__________

* Flow rate is to be determined using a calibrated flow meter

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28 OFFICE OF THE CITY ATTORNEY

CITY OF ANAHEIM
200 S. ANAHEIM BOULEVARD, SUITE 356
ANAHEIM, CA 92805
(714) 765-5169
FAX (714) 765-5123
CITY OF ANAHEIM MASTER CONSTRUCTION AGREEMENT – WATER

THIS AGREEMENT (“Master Agreement”), dated for purposes of identification only this ______ day of __________________, 2022, is made by the CITY OF ANAHEIM, a municipal corporation, hereafter referred to as “ANAHEIM,” and __________________, a _______________ [type of business, i.e., an individual, a partnership, a joint venture, a California corporation or some other business entity] , hereafter referred to as "CONTRACTOR."
ANAHEIM and CONTRACTOR are sometimes individually referred to herein as “Party” and collectively as “Parties.”

RECITALS
WHEREAS, ANAHEIM desires to obtain construction, maintenance, repair, abandonment, relocation, and immediate response services (collectively, the "Work ") in connection with its water production, transmission and distribution systems (collectively, the "Water System") from time to time on an as-needed basis as requested by ANAHEIM; and WHEREAS, ANAHEIM has issued a request for prequalification proposals dated _________, 2022, to perform the Work ("Request for Prequalification"); and WHEREAS, in response to the Request for Pr equalification, CONTRACTOR submitted a prequalification proposal dated __________, 2022 ("Proposal"), and ANAHEIM evaluated the Proposal and determined CONTRACTOR to be prequalified to perform the Work; and
WHEREAS, the Proposal is incorporated herein by reference and is applicable to the Work unless otherwise set forth herein; and
WHEREAS, the public interest, economy and general welfare will be served by this Master Agreement.

NOW, THEREFORE, IN CONSIDERATION OF THE MUTUAL PROMISES,

COVENANTS AND CONDITIONS HEREIN CONTAINED, THE PARTIES AGREE AS FOLLOWS:

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28 OFFICE OF THE CITY ATTORNEY

CITY OF ANAHEIM
200 S. ANAHEIM BOULEVARD, SUITE 356
ANAHEIM, CA 92805
(714) 765-5169
FAX (714) 765-5123

PART I - WORK TO BE PERFORMED BY CONTRACTOR
A. References. Except as otherwis e indicated, all references to ANAHEIM include its elected officials, officers, directors, employees, agents, and volunteers .

Except as otherwise indicated , all references to CONTRACTOR include its personnel, employees, agents, and subcontractors.

B. Scope of Work.

1. CONTRACTOR agrees to perform the Work and supply all materials required for the Work in connection with ANAHEIM’s Water System from time to time on an as-needed basis as requested by ANAHEIM . The Work is generally described in the "General Scope of Work," attached hereto as Exhibit A and incorporated herein by this reference. The specific Work to be provided by CONTRACTOR shall be specified in an individual work order package (“Work Order Package”) to be prepared and issued by ANAHEIM or, for services that become necessary with little or no notice that are determined by the Director of Public Works or the Anaheim Public Utilities General Manager (“General Manager”) , as applicable, or their respective designees, at their sole discretion, to req uire an immediate response ("Immediate Response Services") , in a r equest for Immedi ate Response Services ( “Request”). By entering into this Master Agreement, ANAHEIM does not give any guarantee to CON TRACTOR that ANAHEIM will award CONTRACTOR any Work Order Packages or Requests.

2. Each Work Order Package and Request shall contain a specific Work description, plans, bid list, scheduled start and Work completion date, and bond requirements.

The terms and conditions in this Master Agreement shall govern pe rformance under, and shall apply to, all Work Order Packages and Requests received from ANAHEIM.

3. Any preprinted or other CONTRACTOR -inserted provisions on CONTRACTOR’s acknowledgment or other submittals that purport to set forth general terms and co nditions shall not govern or have any application to transactions between the Parties involving any Work Order Package or Request that references this Master Agreement.

4. CONTRACTOR shall provide the Work in accordance with this Master Agreement, the ap plicable Work Order Package or Request received from ANAHEIM ’s

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28 OFFICE OF THE CITY ATTORNEY

CITY OF ANAHEIM
200 S. ANAHEIM BOULEVARD, SUITE 356
ANAHEIM, CA 92805
(714) 765-5169
FAX (714) 765-5123
Representative, as defined herein , Appendices A through G hereto (“Appendices”), the latest Standard Specifications for Public Works Construction adopted by ANAHEIM ("Standard Specifications"), the Standard Specifications Supplement (“Standard Specifications Supplement”), ANAHEIM’s Water Services Standard Specifications ("Water Standard Specifications"), and the Special Provisions of ANAHEIM's Water Services Standard Specifications ("Special Provisions").

5. In the event of conflicting provisions among the contract documents, including a Change Order , the terms of these documents shall control in the following order of priority:
1) Change Order, Faithful Performance Bond, and Labor and Material Bond;
2) Work Order Package or Request;
3) Master Agreement;
4) Special Provisions when applicable;
5) Water Standard Specifications;
6) the Appendices hereto, except for the Faithful Performance Bond, and Labor and Material Bond;
7) the Standard Specifications Supplement;
8) the Standard Specifications;
9) General Scope of Work, Exhibit A to this Master Construction Agreement; and
10) Proposal.

6. In entering into this Master Agreement, CONTRACTOR offers and agrees to assign to ANAHEIM 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. Sec. 15) or under the Cartwright Act ( Cal. Bus & Prof. Code, Sec. 16700-16728), arising from purchases of goods, services, or materials pursuant to t his Master Agreement . This assignment shall be made and become effecti ve at the time

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28 OFFICE OF THE CITY ATTORNEY

CITY OF ANAHEIM
200 S. ANAHEIM BOULEVARD, SUITE 356
ANAHEIM, CA 92805
(714) 765-5169
FAX (714) 765-5123
ANAHEIM tenders final payment to CONTRACTOR on a Work Order Package or Request , without further acknowledgment by the Parties.

C. Representatives of CONTRACTOR.

1. Prior to commencing the W ork under any Work Order Package or Request, CONTRACTOR shall designate for each Work Order Package or Request a representative ("Representative" or "CONTRACTOR's Representative ") with whom all contacts concerning that Work Order Package or Request shall be made. CONTRACTOR’s Representative or designee shall be on the job site at all times during performance of the Work.

2. ANAHEIM shall have the right but not the obligation to approve CONTRACTOR’s designation of a Representative for each Work Order Package or Request. If ANAHEIM disapproves CONTRACTOR’s Representative for a Work Order Package or Request, CONTRACTOR shall promptly designate another Representative acceptable to ANAHEIM. Failure by ANAHEIM to obje ct to CONTRACTOR’s designation of a Representative at any time before or during performance of the Work shall not be a waiver of ANAHEIM’s right to require CONTRACTOR to replace Representative at any time during performance of the Work.

3. Other than as set forth above, CONTRACTOR shall give a minimum of thirty (30) days advance notice and receive ANAHEIM’s written approval prior to substitution of any Representative(s) designated for Work Order Packages or Request s pursuant to this s ection, prior to assignment to the Work or during the performance of the Work.

4. CONTRACTOR shall assign additional staff as needed to perform the Work in a timely and expeditious manner.

PART II - ANAHEIM
A. Documents. ANAHEIM will, upon request, make avail able to CONTRACTOR original or copies of existing drawings, maps, and other existing information relevant to the Work to be performed as may be readily available to ANAHEIM.

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B. Representative of ANAHEIM.

1. For Work defined as public works pursuant to state law and/or municipal ordinance and so identified in the applicable Work Order Package, the Director of Public Works of ANAHEIM or designee shall serve as "ANAHEIM's Representative" in all matters pertaining to Work to be performed under this Master Agreement. CONTRA CTOR shall, in the performance of this Master Agreement, consult with the Director of Public Works or designee and other ANAHEIM employees as the Director of Public Works or designee may direct.

2. For the Work defined as maintenance, operation, inspec tion, and/or repair of the Water System pursuant to ANAHEIM’s municipal code or as Immediate Response Services, and so identified in the applicable Work Order Package or Request, the General Manager or designee shall serve as ANAHEIM 's Represen tative in all mat ters pertaining to Work to be rendered under this Master Agreement, including without limitation, termination of this Master Agreement and giving any notices required under this Master Agreement on behalf of ANAHEIM. CONTRACTOR shall, in the performanc e of this Master Agreement for Work , consult with the General Manager or designee and such other ANAHEIM employees as the General Manager or designee may direct.

C. Research of ANAHEIM Records. ANAHEIM’s Water Engineering Division will assist CONTRACTOR i n researching ANAHEIM’s record data pertaining to ANAHEIM’s facilities. For Critical Infrastructure Information, CONTRACTOR shall execute all confidentiality and/or nondisclosure agreements required by ANAHEIM for access to that information. If CONTRACTOR fails to execute such agreements , ANAHEIM may treat this failure as a breach of this Master Agreement.

D. Inspection. ANAHEIM may, at any time and from time to time, inspect the Work prior to its completion to see that the Work is or ha s been performed in accordance with the Work Order Package or Request. Such inspections will be conducted at reasonable times. Notwithstanding the above, ANAHEIM may inspect the Work at any time if the Public Works Director or General Manager , as applicable, or their respec tive designees, determine , at their sole discretion, that an inspection is necessary for health and safety reasons. Inspections

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conducted by ANAHEIM, irrespective of outcome, shall not waive ANAHEIM’s right to inspect and/or reject the Work at a later time, and shall not relieve CONTRACTOR from its obligation to complete the Work in accordance with the applicable Work Order Package or Request.

PART III - TERMS OF AGREEMENT
A. Term of Agreement.

1. The term of this Master Agreement (“Term”) shall comme nce on the Effective Date, as defined herein, and shall terminate on September 30, 2027, unless terminated earlier as provided herein. The General Manager or designee is authorized to extend the Term of the Master Agreement for such a time period necessary for completion of outstanding Work Order Packages or Requests in progress at the end of the Term . In no event, however, shall the extension exceed twelve (12) months.

2. All Parties recognize that the continuation of this Master Agreement after the close of any fiscal year of ANAHEIM, which fiscal year ends on June 30 of each year, shall be subject to budget approval providing for or covering contract items as an expenditure in the budget. ANAHEIM does not represent that the budget or any particular b udget item will be adopted, since budget determinations are made by the ANAHEIM City Council at the time of the consideration of each budget. No penalty shall accrue to ANAHEIM in the event this provision shall be exercised. Should termination be accompl ished in accordance with this Section, a settlement shall be negotiated by the P arties based on items delivered, Work provided, monies paid and monies due.

B. Commencement and Completion of Performance.

1. When Work under this Master Agreement other than Immediate Response Services is required , ANAHEIM will send a written or electronic Work Order Package to all prequalified contractors, i ncluding the CONTRACTOR so long as CONTRACTOR is also prequalified for the Work. I f interested in performing the W ork, CONTRACTOR, along with other prequalified contractors, shall submit a sealed bid indicating cost and other information requested. In the alternative, CONTRACTOR shall submit an electronic sealed bid when it is

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required by a Work Order P ackage, and CON TRACTOR shall abide by all Work Order Package’s electronic proposal requirements. ANAHEIM will be open either written or electronic bids at the pre-established time and place as set forth in the Work Order Package.

2. Water Engineering Division will admin ister the bidding process a nd bid opening. The Water Engineering Division will select the qualified contractor based on the lowest responsive total price bid to complete the Work within the time frame established in the Work Order Package.

3. When Immediate Response Services are required, ANAHEIM will contact via telephone prequalified contractors until the Immediate Response Service requirements have been satisfied. Under this Immediate Response Service process, ANAHEIM may or may not contact CONTRACTO R. The Water Engineering Division will administer the Immediate Response Service process. If awarded , CONTRACTOR shall commence performance of the Work as may be requested by the Water Engineering Division in a time ly and expeditious manner until either (1) final completion and acceptance by ANAHEIM of the Work or (2) earlier suspension or termination of the Work in accordance with the provisions of this Master Agreement.

4. If CONTRACTOR receives a Work Order Package or Request from ANAHEIM but is unable or unwilling to provide the Work, C ONTRACTOR shall promptly notify ANAHEIM of this fact.

5. The nature of the Work makes timely performance critical to the orderly progress of related work and to the operating schedule of ANAHEIM. CONTRACTOR shall, if required under the applicable Work Order Package or Request, provide a proposed construction schedule in its sealed bid that sets forth , at a minimum, each phase of the Work, the number of personnel to be utilized for each phase, and the specific time required to complete each phase.

CONTRACTOR shall revised the construction schedule as requested by ANAHEIM, which has final approval.

6. If performance of the Work falls behind the schedule agreed upon by the Parties, CONTRACTOR shall, upon request by AN AHEIM's Representative, make reasonable

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efforts to accelerate its performance of the Work at no additional cost to ANAHEIM until performance of the Work conforms to the agreed-upon schedule.

7. For both Work Order Packages and Requests, CONTRACTOR shall obtain approval from ANAHEIM's Representative prior to expenditure of any overtime which would result in extra cost to ANAHEIM. ANAHEIM reserves the right to refuse to pay overtime premiums when CONTRACTOR has the option to provide the Work at straight-time by utilizing additional personnel, consecutive shifts or other methods approved by ANAHEIM.

8. The time period(s) specified for performance of the Work Order Package or Request may be extended for force majeure events. This Part III.B.8 is applicable to a Request only when ANAHEIM has specified a time period for completion of Work within the Request. Force majeure events include unforeseeable causes beyond the control and without the fault or negligence of CONTRACTOR, including, but not limited to, acts of God or of the public enemy, unusually severe weather, fires, earthquakes, floods, pestilence, and other natural catastrophes, epidemics, quarantine restrictions, riots, strikes, freight embargoes, wars, litigation, civil disturbance or disobedience, labor dispute, labor or material shortage, sabotage, government priorities, restraint by court order or public authority and action or non -action by or inability to obtain the necessary authorization or approvals from any governmental agency or authority, and/or acts of any governmental agency, including ANAHEIM, which by the exercise of due diligence CONTRACTOR could not reasonably have been expected to avoid and which by exercise of due diligence has been unable to overcome, if CONTRACTOR immediately notif ies ANAHEIM's Representative in writing of the causes of the delay and the anticipated length of the delay. ANAHEIM's Representative shall ascertain the facts and the extent of delay, and may extend the time for performing the Work Order Package or Reques t for the period of the enforced delay if, in the judgment of ANAHEIM's Representative, the delay is justified. The determination of ANAHEIM's Representative shall be final and conclusive upon the Parties to this Master Agreement. In the event of delay, however caused, CONTRACTOR's sole remedy shall be an extension of the time of performance of the Work Order P ackage or Request, pursuant to this Section, and CONTRACTOR shall not be entitled to recover damages against

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ANAHEIM. Any change to the Work comple tion date shall be documented by a written Change Order to the Work Order Package or Request.

9. The Parties agree that time is of the essence in obtaining the Work and that it is essential that CONTRACTOR provide the Work by the date specified in each W ork Order Package or Request. The P arties agree that in the event that the Work is not provided by this date, actual damages to ANAHEIM as a result of that failure would be impractical or extremely difficult to ascertain. In the event of CONTRACTOR’s fai lure to complete the Work by the date specified in the Work Order Package or Request , CONTRACTOR agrees to pay ANAHEIM liquidated damages for every calendar d ay’s delay beyond the completion date specified in the Work Order Package or Request an amount equal to either (a) Five Hundred Dollars ($500.00) per calendar day; or (b) the liquidated damages amount, if any, specified in an applicable Work Order Package or Request . The foregoing sentence shall be subject to Part III.B.8 above.

10. A written statement requesting acceptance of the Work shall be submitted to ANAHEIM's Representative by CONTRACTOR, with a request for acknowledgment. The acknowledgment shall be executed by ANAHEIM within thirty (30) days after (1) ANAHEIM determines after final inspection that the Work has been satisfactorily completed , and (2) ANAHEIM has accepted the Work. Execution of the acknowledgment shall constitute final acceptance by ANAHEIM.

C. Compensation and Payment.

1. Limits.
a. Per Project. T he P arties understand and agree that full and complete payment for Work performed for a single Work Order Package or Request in accordance with this Master Agreement shall not exceed the sum of Five Hundred Thousand Dollars ($500,000.00), excluding change orders but inclu sive of hiring incentives, if any .

CONTRACTOR’s performance of the Work shall be compensated either on a lump sum basis in an amount not to exceed the amount set forth in the applicable Work Order Package or Request

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or on a Unit Price, Crew Hour Rate or T ime and Equipment basis as set forth in the Proposal , at ANAHEIM’s election.
b. Per Fiscal Year. The Parties understand and agree that the combined cumulative value of all Work Order Packages and Requests awarded to Contractor during each fiscal year (July 1 through June 30) during the Term of the Agreement shall not exceed the sum of Three Million Dollars ($3,000,000.00), excluding change orders. Any unused portion of this annual limit shall expire and not carry over to increase the dollar limit of Wor k that may be awarded in the subsequent fiscal year.

2. Contractor’s Labor Rates. Unless otherwise stated in the applicable Work Order Package or Request, CONTRACTOR’s performance of the Work on a Time, Material and Equipment basis shall be paid at the hourly rates for the respective classifications as set forth in the Proposal . CONTRACTOR’s performance of the Work on a Crew Hour Rate basis shall be paid at the hourly rate for the respective crew compositi on as set forth in the Proposal. Billing ra tes shall include (a) all labor -related costs including, but not limited to, payroll costs, benefits, payroll taxes, Workers Compensation Insurance, Liability Insurance, (b) small tools, personal and consumable supplies, (c) home office and field overhead, and (d) profit.

All shift differentials shall be paid as direct reimbursables.

3. Contractor Furnished Material Costs. All material reimbursement costs as invoiced to CONTRACTOR by its suppliers (including freight charges and all applicable discounts a nd taxes) plus a fixed percentage as specified in the Proposal for all applicable overhead and handling costs. Charges for materials shall be separately stated on all invoices. No profit shall be paid by ANAHEIM to CONTRACTOR for material costs.

4. Subcontractors. Costs for subcontracted Work shall be paid as invoiced by subcontractors plus five percent (5%) markup for administrative costs.

5. Rental Costs.
a. Contractor-Owned Equipment. Costs for CONTRACTOR’s own equipment at rates as set forth in the Proposal or CONTRACTOR’s bid, as applicable.

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b. Third-Party Rentals. Reasonable costs for rental of equipment including insurance, as invoiced by its suppliers to CONTRACTOR as specified in the Standard Specifications Supplement.
c. Rental Period. Rental period shall begin when equipment is received at jobsite or the Work is initiated, whichever occurs later. Rental period shall end when equipment leaves the jobsite or Work is essentially completed, whichever occurs first. Rental period shall not include time for which equipment is unusable due to unsafe conditions, is inoperative or is in transit.
d. Rental Rates. The lowest combination of monthly, weekly, daily and hourly rates shall apply. Rates shall include (1) any routine mai ntenance, parts and supplies, (2) all applicable insurance, and (3) fuel and transportation costs, as specified in the Proposal or CONTRACTOR’s bid, as applicable.

6. Other Costs. Costs for other items as set forth in the Work Order Package or Request.

7. Pricing Basis. The Pricing Basis for Work performed on Work Order Packages or Requests which reference this Master Agreement, shall be Lump -sum, Unit Price, Crew Hour Rate, or Time, Material and Equipment as set forth in the bid applicable to a specific Work Order Package or Request.

8. Taxes. CONTRACTOR assumes exclusive liability for, and shall pay before delinquency, all Federal, State or Local sales, use, excise and other taxes, charges or contributions of any kind now or hereafter imposed on, or wi th respect to, or measured by, the equipment, materials, supplies or labor furnished hereunder or the wages, salaries, or other remunerations paid to individuals employed in connection with the performance of the Work.

9. Incentives. For eligible projects, as identified in the Work Order Package or Request, CONTRACTOR may earn an incentive payment for meeting certain hiring goals during the course of the project. To apply, CONTRACTOR must submit a hiring report for the eligible project at the same time the request for final payment is submitted pursuant to Part III.C.10.g. below (“Hiring Report”). The Hiring Report shall list, for the CONTRACTOR and

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any subcontractor(s), individual employees who worked on the project and reside in the C ity of Anaheim (“Local Hire”) and/or qualify as veterans under 5 United States Code section 2108 (“Veterans”). The Hiring Report shall state the names of all Local Hires and/or Veterans who worked on the project and shall also state the total number of employees who worked on the project for the CONTRACTOR and any subcontractor(s). If, upon ANAHEIM’s review and acceptance of the Hiring Report, CONTRACTOR has achieved a Local Hire and Veterans hiring goal of 25% for the eligible project, CONTRACTOR will be entitled to an inc entive payment equal to 1% of the bid award amount for the Work Order Package or Request. ANAHEIM reserves all rights to request documentary evidence in support of the Hiring Report.

10. Method of Payment.
a. No payment shall be made under any Work Or der Package or Request until ANAHEIM has received the executed acknowledgment of the Work Order Package or Request, any current required certificate(s) of insurance, and bond(s) from CONTRACTOR.
b. For Time, Material and Equipment Work, CONTRACTOR shal l submit a copy of time sheets daily, for approval and retention by ANAHEIM's Representative, listing: employee name, classification, hours worked straight time and overtime, and identification of equipment and materials utilization and materials used. Ea ch monthly invoice shall be supported with sufficient detail to allow ANAHEIM to evaluate the invoiced costs, including hours for each classification, with sheets and approved time sheets and applica ble rates, invoiced costs from suppliers and subcontractors, and equipment rental charges. c. For Crew Hour Rate Work, CONTRACTOR shall submit a copy of the time sheets daily, for approval and retention by ANAHEIM's Representative listing: crew composition, hours worked straight time and overtime, and additional equipment not covered by the crew hour rate (if applicable). Each monthly invoice shall be supported with sufficient detail data to allow ANAHEIM to evaluate the invoiced costs, including crew hours for each crew composition, with approved time sheets and applicable rates, invoiced costs from suppliers and subcontractors, and equipment rental charges. CONTRACTOR shall submit a separate invoice

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for each ANAHEIM Work Order Package.
d. For Lump sum or Unit Price Work, CONTRACTOR shall submit invoices in accordance with the progress payment schedule outlined in the applicable Work Order Package, Request, or as approved by ANAHEIM's Representative in accordance with the Work completion schedule.
e. As part of CONTRACTOR’s application for payment
CONTRACTOR shall (1) certify that the portion of the Work for which compensation is claimed has been completed in accordance with the terms and conditions and specifications of this Master Agreement, (2) state CONTRACTOR’s estimate of the percentage of construction completed to date and the actual construct ion costs incurred to date, (3) state that the amount claimed has not been the subject of a prior application for payment, and (4) provide an estimate of the time required for completion of the Work. Each application for payment shall be accompanied by an executed Estoppel Certificate in the form set forth i n Appendix A her eto. Each Estoppel Certificate shall identify the Work Order Package or Request to which it applies and shall be signed by an authorized officer of CONTRACTOR and must be attached to the application for payment.
f. CONTRACTOR shall submit invoices in a format approved by ANAHEIM and as set forth in this Article to:

City of Anaheim
Public Utilities Department
Attention: Project Manager
Master Agreement No. xx
Water Engineering
201 S. Anaheim Blvd, Suite 601
Anaheim, California 92805

g. When requesting final payment following final acceptance of all Work by ANAHEIM , CONTRACTOR shall execute a “Conditional Waiver and Release Upon Final Payment” pursuant to California Civil Code Section 8136 or successor statute in a form approved by ANAHEIM. If requested, CONTRACTOR shall provide further assurances

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reasonably required by ANAHEIM that all subcontractors, suppliers and employees have been paid. No final payment shall be made to CONTRACTOR without full compliance with this requirement.
h. ANAHEIM may withhold payment of the whole or part of any amount due or claimed by CONTRACTOR to the extent necessary to protect ANAHEIM from losses, including, but not limited to, the following: (1) defective Work not remedied; (2) third- party claims filed or reasonable evidence indicating probable filing of third -party claims; (3) failure of CONTRACTOR to make payment promptly t o its employees, suppliers or subcontractors; (4) damage caused by CONTRACTOR to another contractor to ANAHEIM; (5) failure of CONTRACTOR to diligently prosecute the Work and maintain satisfactory progress required to meet the W ork completion schedule; or (6) any other material breach by CONTRACTOR of its obligations under the Work Order Package, Request, or Master Agreement.
i. Subject to the above, ANAHEIM shall make payment within thirty (30) days after receipt and approval of invoice.

D. Warranty.

1. CONTRACTOR expressly warrants that all t he Work performed by it and any subcontractors shall be in conformance with this Master Agreement and the Work Order Package or Request, and shall be free from defects in w orkmanship. CONTRACTOR further warrants that the Work shall be performed in a manner consi stent with prudent construction and utility industry practices.

2. CONTRACTOR represents to ANAHEIM that it and its subcontractors are properly licensed, fully experienced and properly qualified to perfor m the class and type of the Work outlined in the Work Order Package or Request, in addition to being properly equipped, organized, staffed and financed to handle such Work. CONTRACTOR shall perform the Work in an orderly and workmanlike manner and shall not employ on the Work any individuals unskilled in the duties they are assigned.

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3. CONTRACTOR agrees that upon receipt of written notice from ANAHEIM's Representative that any Work performed is not in conformance with the Work Order Package or Request, CONTRACTOR shall forthwith correct all nonconforming Work at CONTRACTOR’s sole expense. If CONTRACTOR refuse s or neglect s to comply promptly with the provisions of this subparagraph, ANAHEIM may, at its option, take all steps necessary to carry out the co rrective actions and charge all costs to CONTRACTOR. CONTRACTOR hereby agrees it will promptly pay all costs or ANAHEIM may deduct the cost amounts from future monies owed or becoming due to CONTRACTOR.

4. CONTRACTOR further agrees that if any fault, break or defect due to workmanship, fabrication or installation occurs in any of the Work performed under this Master Agreement within one (1) year from the final acceptance date as set forth in Section III.B., CONTRACTOR shall repair the same promptly, as r equested by ANAHEIM's Representative, without cost to ANAHEIM, so as to fully comply with the Work Order Package or Request.

5. In the event any Work performed by CONTRACTOR does not comply with the terms of this Master Agreement or the Work Order Package or Request, and ANAHEIM's Representative deems it necessary that this non-conforming Work shall be temporarily utilized, CONTRACTOR agrees that such Work may be utilized by ANAHEIM until the Work is corrected in accordance with this Master Agreement. CONT RACTOR shall not claim any compensation from ANAHEIM for such temporary utilization.

6. If ANAHEIM's Representative deems it inexpedient to correct any instance of nonconforming Work, ANAHEIM shall have the right to deduct from any amounts then due or which shall thereafter become due to CONTRACTOR under this Master Agreement, or CONTRACTOR shall refund to ANAHEIM, a sum of money determined by ANAHEIM’s Representative to represent the difference in value between the Work as performed and that specified in the Work Order Package or Request, as well as damage s resulting from the nonconforming Work. CONTRACTOR may appeal the determination by Anaheim’s Representative to either the Director of Public Works or General Manager , as applicable, and

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may recover sum s that are determined to have been improperly deducted. Decisions of the Director of Public Works or General Manager in these matters shall be final.

7. All Work performed, and any and all measurements of the Work performed, under the Work Order Package or Request shall be made to the satisfaction of the Director of Public Works or the General Manager , as applicable, or their respective designees, whose sole judgment shall determine whether the quality of the Work shall satisfy the requirements of the Work Order Package or Request.

8. This Article shall not be construed as a limitation of CONTRACTOR’s liability. The remedies provided for herein are supplemental and in addition to all other remedies ANAHEIM may have for CONTRACTOR’s negligence, breach o f contract, or defective performance.

E. Title.

1. Title to materials furnished by ANAHEIM for the performance of the Work shall remain with ANAHEIM at all times.

2. Title to the Work as passed through to ANAHEIM from CONTRACTOR shall be free and clear of all liens and encumbrances.

3. All sketches, documents, drawings, tracing, field survey notes, computations, detail, data diskettes, photographs, and/or computer software developed specifically pursuant to the Master Agreement and other materials pr epared by CONTRACTOR are recognized by ANAHEIM to be instr uments of CONTRACTOR’s W ork and shall become the property of ANAHEIM at the time of payment to CONTRACTOR for such Work, and CONTRACTOR shall promptly deliver them to ANAHEIM at the request of ANAHE IM.

CONTRACTOR agrees not to use these documents and other materials for any purpose other than the performance of Work required by this Master Agreement without the prior written authorization of ANAHEIM.

F. Changes and Extra Work.

1. CONTRACTOR may request a change in scope of a Work Order Package or Request by advising ANAHEIM in writing of the change believed to be necessary.

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ANAHEIM may initiate a request for extra Work by written notification to CONTRACTOR. As soon as practicable after written no tice, CONTRACTOR shall prepare and forward to ANAHEIM the price for the change or extra Work in accordance with the Proposal and any required adjustment to the schedule. The price shall include all costs associated with performing the additional or change d Work, including the impact on original contract Work, inefficiencies created by the additional or changed Work, and overhead associated with the additional or changed Work. All extra Work shall be billed at the rates shown in the Proposal or at a lump sum price approved by ANAHEIM’s Representative.

2. If CONTRACTOR’s price is not accepted, CONTRACTOR shall provide ANAHEIM's Representative with the details of its price estimate. If the Parties fail to agree on the price, ANAHEIM's Representative may authorize the changes or extra Work to be performed on a Time, Equipment and Material or Crew Hour Rate basis, while reser ving the option to obtain the services of other contractors, or ANAHEIM’s own employees, to perform the Work in dispute.

3. Should cha nges or extra Work be authorized by ANAHEIM, CONTRACTOR shall furnish the necessary labor with requisite tools and/or materials required for performing such additional Work. All authorized changes and extra Work and the agreed- to price shall be confirmed and directed through a Change Order to the Work Order Package or Request.

4. CONTRACTOR shall implement a change or extra Work only after it has received a written copy of an authorized Change Order. All changes or extra Work shall be performed under t he terms and conditions of this Master Agreement , except as specified in the Change Order. All Change Orders shall be signed by Representatives of both Parties prior to commencing the specified Work.

5. CONTRACTOR hereby expressly waives any compensatio n for any change or extra Work not authorized by an executed Change Order to the Work Order Package or Request. No compensation for labor or schedule impacts from changes or extra Work shall be considered, except as specified in the Change Order.

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6. In no event shall the dollar amount of an individual Change Order exceed the sum of Ten Thousand Dollars ($10,000.00) or ten percent (10%) of the original cost specified in the Work Order Package or Request, whichever is greater. In no event shall the combina tion of Change Orders for a single Work Order Package or Request exceed the sum of One Hundred Thousand Dollars ($100,000.00).

G. Other Work.

1. CONTRACTOR acknowledges that this Master Agreement is not exclusive, and that ANAHEIM reserves the right to employ or contract with other entities for the performance of the Work outlined in the General Scope of Work ( Exhibit A hereto).

CONTRACTOR further acknowledges that its Work will be requested on an as -needed basis, and that no promises or guarantees have been made that a particular amount of Work will be requested by ANAHEIM or that any level of compensation may be earned by CONTRACTOR hereunder.

2. If any part of CONTRACTOR’s Work depends upon the work of another contractor or of the employees of ANAHEIM , CONTRACTOR shall inspect the other contactor’s work and promptly report to ANAHEIM's Representative any defects that render it unsuitable for its intended role in the proper execution and results of CONTRACTOR’s Work.

Failure to so inspect and report any defective Work shall constitute an acceptance of the same by CONTRACTOR as being fit and suitable for the proper execution and results of the Work.

3. CONTRACTOR further agrees that during the performance of the Work, CONTRACTOR shall not hinder or int erfere with any individual or business entity ANAHEIM may employ to do any Work. CONTRACTOR shall suspend any part of the Work, or shall carry on the same, as directed by ANAHEIM's Representative, so as to afford all reasonable facilities for the performance of the other Work. CONTRACTOR shall not claim any extra compensation for delays in the Work. CONTRACTOR’s sole recourse shall be an extension of time for performance as ANAHEIM may grant in accordance with the provisions hereof.

H. Reports. CONTRACTOR shall provide status reports as requested by ANAHEIM's Representative. Reports shall compare expended labor hours, recorded costs

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and actual performance to estimated labor hours , estimated costs and scheduled performance for the Work. R eports shall als o include projections of estimated Work completion date, explanation of any significant variations, and identification of any potential or known developments which may affect the cost to ANAHEIM or the Work completion date.

I. Protective Measures. CONTRACTOR shall be responsible for the proper care and protection of all equipment and materials delivered and the Work performed until final acceptance of the Work and issuance of a notice of completion for that Work Order Package or Request by ANAHEIM. CONTR ACTOR shall also adequately protect adjacent property as provided by law and by this Master Agreement, including, but not limited to, protection of any Work existing in public property. CONTRACTOR shall take all necessary precautions for the safety of its employees and the employees of its contractors, subcontractors, or others working on its behalf on the Work and prevent accidents or injury to individuals on, about, or adjacent to the premises where the Work is being performed. In addition, CONTRACTOR shall erect and properly maintain at all times, as required by the conditions and progress of the Work, all necessary safeguards and warnings for the protection of its employees and the employees of its contractors, subcontractors, and others working on its behalf, as well as the public, including, but not limited to, temporary covering on all equipment pads.

J. Risk of Loss and Damage. CONTRACTOR shall be responsible for any loss or damage to the Work, or material furnished by ANAHEIM for the Work, until fi nal acceptance of the Work and issuance of a notice of completion by ANAHEIM for a specific Work Order Package or Request. In the event of loss or damage, if it should become necessary to replace materials furnished by ANAHEIM, the cost of replacement shall be paid by CONTRACTOR to ANAHEIM. ANAHEIM may deduct replacement costs from any amounts due or to become due CONTRACTOR.

K. ANAHEIM-Furnished Tools and Equipment. Should ANAHEIM furnish any tools or equipment to CONTRACTOR to perform any Work, any to ols or equipment shall be provided solely as a convenience to CONTRACTOR, and only under the following conditions:

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1. CONTRACTOR shall ensure that any employee using any loaned tool or equipment is adequately and properly trained in its correct, intended, and safe use, and shall actively supervise, with trained personnel, all employees using any ANAHEIM loaned tool or equipment in order to ensure that, at all times, the use of the tool or equipment is correct, safe, in accordance with the intended use, and creates no risk of injury or damage to individuals and/or property.

2. The Comprehensive General Liability Insurance required by this Master Agreement shall include coverage for liability assumed by CONTRACTOR associated with the use of, supervision of, and training of any employee using any ANAHEIM loaned equipment or tools.

3. CONTRACTOR shall be responsible for thoroughly inspecting all ANAHEIM loaned tools and equipment for defects. Any loaned tools or equipment found by CONTRACTOR to be defective in any way shall immediately be returned to ANAHEIM and not utilized by CONTRACTOR.

4. Any tools or equipment loaned to CONTRACTOR by ANAHEIM shall be promptly returned to ANAHEIM’s upon request by ANAHEIM’s Representative. If CONTRACTOR fails to prompt ly return any tools or equipment, ANAHEIM may at its option replace them at CONTRACTOR’s expense.

L. Suspension of Work.

1. ANAHEIM may at any time suspend the entire Work, or any portion thereof, upon written notice to CONTRACTOR, who shall thereupon di scontinue and suspend the Work except for operations that may be necessary to prevent damage to property or to the Work already accomplished. CONTRACTOR shall resume the Work after ANAHEIM gives written notice lifting the suspension.

2. For all Work sat isfactorily performed by CONTRACTOR prior to suspension of Work, CONTRACTOR shall be paid in accordance with the Work Order Package or Request, as applicable. If the Work shall be delayed due to any suspension of Work, CONTRACTOR shall also be entitled to an equitable extension of time within which to complete

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the Work. ANAHEIM shall pay additional reasonable costs actually incurred by CONTRACTOR in deactivating and reactivating the Work caused by an ANAHEIM -ordered suspension. This shall be CONTRACTOR’s sole compensation for suspension of the Work by ANAHEIM.

3. This Subpart L shall be construed as applying only to suspension of Work Order Package or Request by ANAHEIM and caused by conditions that cannot be reasonably anticipated. The provisions of t his Subpart L shall not apply to any conditions or suspension of the Work cited in the Work Order Package or Request or suspension because of inclement weather, or nature of the Work, or operating requirements of ANAHEIM, or termination as defined herein.

M. Termination. ANAHEIM may terminate this Master Agreement with or without cause upon giving CONTRACTOR fifteen (15) days prior written notice. ANAHEIM may terminate any specific Work order issued pursuant to a Work Order Package or Request with or with out cause upon giving CONTRACTOR five (5) days prior notice. If this Master Agreement or any Work order is terminated without cause, CONTRACTOR will be paid for costs incurred and actual Work satisfactorily performed for ANAHEIM up to and including the date of termination. Termination of this Master Agreement, with or without cause, shall result in (1) immediate suspension of the CONTRACTOR’s pre -qualified status, (2) immediate prohibition of further bids and proposals by CONTRACTOR under this Master Agre ement, and (3) immediate termination of all pending Work Order Packages and Requests awarded to CONTRACTOR under this Master Agreement, except such operations as may be necessary to prevent damage to property or to the Work already accomplished, and those operations shall be terminated as soon as practicable. Such termination shall be duly noticed and provide the CONTRACTOR an opportunity for appeal and a hearing consistent with ANAHEIM’s pre - qualification procedures.

The General Manager or designee is authorized to terminate the Master Agreement as stated herein.

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N. Disputes. Any dispute that cannot be resolved between the Representatives of the Parties shall be referred to the General Manager or his/her de signee, whose decision shall be final. CONTRAC TOR shall have no cause of action for any alleged breach of this Master Agreement by ANAHEIM until after ANAHEIM has made final payment for all Work provided hereunder.

O. Liens. CONTRACTOR shall hold harmless, indemnify and defend ANAHEIM from any mechani c’s liens or stop notice claims against ANAHEIM by CONTRACTOR, subcontractors, employees or agents pertaining to the Work specified in any Work Order Package or Request referencing this Master Agreement.

P. Fiscal Records and Audits.

1. CONTRACTOR shall k eep a correct and current accounting of payroll costs, travel, subsistence, field and incidental expenses. CONTRACTOR shall use recognized accounting methods in preparing invoices and reports. ANAHEIM reserves the right to designate its own employee repr esentative(s) or its contracted representative(s) with a certified public accounting firm who shall have the right to audit CONTRACTOR’s accounting procedures and internal controls of CONTRACTOR’s financial systems and to examine any cost, revenue, payment , claim, other records or supporting documentation resulting from any items set forth in this Master Agreement. If CONTRACTOR fails to provide supporting documentation satisfactory to ANAHEIM for any costs charged ANAHEIM, then CONTRACTOR agrees that ANAHEIM may delete such items from the invoice or CONTRACTOR shall reimburse ANAHEIM for those costs. Any audit(s) shall be undertaken by ANAHEIM or its representative(s) at reasonable times and in conformance with generally accepted auditing standards. CONTRACTOR agrees to fully cooperate with all audit(s).

2. This right to audit shall extend during the length of this Master Agreement and for a period of three (3) years, or longer if required by law, following the date of final payment of the last Work Order Package or Request performed by CONTRACTOR.

CONTRACTOR agrees to retain all necessary records/documentation for the entire length of this audit period.

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3. CONTRACTOR will be notified in writing of any exception taken as a result of an audit or pre-payment review of an invoice. Any adjustments and/or payments which must be made as a result of any audit or inspection of CONTRACTOR’s invoices and/or records shall be made within thirty (30) days from presentation of ANAHEIM’s findings to CONTRACTOR. If CONTRACTOR fails to make a required adjustment or payment, CONTRACTOR agrees to pay interest, accruing monthly, at a rate of ten percent (10%) per annum unless another part of this Master Agreement specifies a higher rate of interest, then the higher rate will prevail. Interest will be computed from the date of written notification of exception(s) to the date CONTRACTOR reimburses ANAHEIM for any exception(s). If an audit inspection or examination in accordance with this article discloses overcharges (of any nature) by CONTRACTOR to ANAHEIM in excess of one percent (1%) of the value of that portion of the contract that was audited, the actual cost of ANAHEIM’s audit shall be reimbursed to ANAHEIM by CONTRACTOR. CONTRACTOR reserves the right to contest any exception.

4. CONTRACTOR shall i nclude a similar clause in its agreements with subcontractors reserving the right to designate its own employee representatives from a certified public accounting firm, and/or representative(s) from ANAHEIM, who shall have the right to audit and to examine any cost, payment, settlement or other supporting documentation resulting from any item set forth in its agreements.

Q. Indemnity and Insurance.

1. Indemnity. CONTRACTOR agrees to indemnify, defend, and hold harmless ANAHEIM, its officials, agents, employees, and representatives, from and against any and all claims, demands, defense costs and liability of any kind or nature (collectively referred to hereinafter as “Claims”) arising out of or in connection with CONTRACT OR’s (or CONTRACTOR’s subcontractors’, if any) performance or failure to perform work performed by or on behalf of CONTRACTOR, or goods or services provided by or on behalf of CONTRACTOR under the terms of this contract; except for those Claims which arise out of the sole negligence or willful misconduct of ANAHEIM. Such agreement shall be in effect without regard to whether or not ANAHEIM, CONTRACTOR, or any other person or entity maintains or

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fails to maintain insurance coverage for any such Claims. The obligations set forth in this indemnification/defense provision shall survive the termination of this Master Agreement.

ANAHEIM’s Risk Manager is hereby authorized to amend the requirements set forth herein in the event that such amendment is in ANAHEIM’s best interest.

2. Insurance. Without limiting ANAHEIM’s right to indemnification, the Parties agree that CONTRACTOR shall secure, prior to commencing any activities under this Master Agreement, and maintain, during the Term of this Master Agreement, insurance coverage as follows:

Workers’ Compensation Insurance as required by California law and Employers Liability Insurance in an amount not less than $1,000,000.00 per occurrence.

Commercial General Liability Insurance, including coverage for Premi ses and Operations, Contractual Liability, Personal Injury Liability, Products/Completed Operations Liability, and Independent Contractors’ Liability (if applicable), in an amount of not less than Two Million Dollars ($2,000,000.00) per occurrence, Four Mi llion Dollars ($4,000,000.00) annual aggregate, written on an occurrence form.

Comprehensive Automobile Liability coverage; including, as applicable, owned, non-owned and hired autos, in an amount of not less than Two Million Dollars ($2,000,000.00) per occurrence, combined single limit, written on an occurrence form.

The General Liability and Auto Liability Insurance required herein shall include coverage insuring against CONTRACTOR’s indemnification obligations set forth herein, provided that this provision shall not diminish any rights ANAHEIM may have as an additional insured under this insurance.

If CONTRACTOR maintains broader coverage and/or higher limits than the minimums shown above, ANAHEIM requires and shall be entitled to the broader cove rage and/or the higher limits maintained by CONTRACTOR. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to ANAHEIM.

The Worker’s Compensation and Liability Insurance policies required herein shall

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each provide for a waiver of subrogation in favor of ANAHEIM.

ANAHEIM’s Risk Manager is hereby authorized to reduce the requirements set forth herein in the event he/she determines that such reduction is in ANAHEIM’s best interest.

Each insurance policy required by this Master Agreement shall contain the following clause or shall otherwise provide for the following conditions:
“This insurance shall not be canceled, limited in scope or coverage, or non-renewed until after thirty (30) days prior written notice has been given to the City Clerk, City of Anaheim, 200 S. Anaheim Blvd., Anaheim, CA 92805, except in the event of cancellation for non-payment of premium which shall provide for not less than ten (10) days notice.”
Each insurance policy required by this Master Agreement, except policies for Workers’ Compensation, shall contain the following clauses or shall otherwise provide for the following conditions:
“It is agreed that any insurance maintained by CONTRACTOR pursuant to this Maste r Agreement shall be primary to, and not contribute with, any insurance or self -insurance maintained by the City of Anaheim.”
“The City of Anaheim, its officers, agents, employees,
representatives and volunteers are added as additional insureds as respects acts, omission s, operations, goods or work provided, or activities of, or on behalf of, the named insured under an agreement or contract with the City of Anaheim.”
Prior to commencing any W ork under this Master Agreement, CONTRACTOR shall deliver to ANAHE IM insurance certificates confirming the existence of the insurance required by this Master Agreement, and including the applicable clauses referenced above. Also, within thirty (30) days of the execution date of this Master Agreement, CONTRACTOR shall provide to ANAHEIM (i) endorsements to the insurance policies which add to these policies the

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applicable clauses referenced above, or (ii) in lieu of said endorsements, documentation acceptable ANAHEIM evidencing that the coverage, terms, and conditions set forth in the above-referenced clauses are otherwise included in said insurance policies. Should it be deemed necessary by ANAHEIM, it shall be CONTRACTOR’s responsibility to see that ANAHEIM receives documentation acceptable to ANAHEIM which sustains that the individual signing said endorsements is indeed authorized to do so by the insurance company. Insurance required hereunder shall be placed with insurers (i) admitted to write insurance in California, (ii) possessing A.M. Best’s rating of A VII or higher, or (iii) otherwise acceptable to ANAHEIM, with prior written permission from ANAHEIM. In the event that (i) a claim or other legal action is filed against ANAHEIM, and ANAHEIM, in its good faith opinion, believes it may have coverage under any of the insurance required herein, and (ii) the issuer of any such insurance has failed to fully accept, without reservation, ANAHEIM’s submission of said claim or legal action, then ANAHEIM has the right to demand, and to receive within a reasonable time period, copies of the insurance policies related to such required insurance; provided, however, that this provision shall not apply if the P arties agree that CONTRACTOR shall fully defend, hold harmless, and indemnify ANAHEIM against any such claim or other legal action.

3. Remedies. In addition to any other remedies ANAHEIM may have if CONTRACTOR fails to provide or maintain any insurance policies or policy endorsements to the extent and within the time herein required, ANAHEIM may, at its sole option:
a. Order CONTRACTOR to stop Work under this Master Agreement and/or withhold any payment(s) which become due to CONTRACTOR hereunder until CONTRACTOR demonstrates compliance with the requirements hereof; b. Terminate this Master Agreement.

Exercise of any of th e above remedies, however, is an alternative to other remedies ANAHEIM may have and is not the exclusive remedy for CONTRACTOR‘s failure to maintain insurance or secure appropriate endorsements.

4. Subcontractors.

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a. Nothing herein contained shall be construed as limiting in any way the extent to which CONTRACTOR may be held responsible for payment of damages to persons or property resulting from CONTRACTOR’s, or CONTRACTOR’s contractors/subcontractor’s, if any, performance of the Work covered under this Master Agreement. b. In the event CONTRACTOR hires other persons or firms to perform some of the W ork related to this Master Agreement, CONTRACTOR shall ensure (i) that the acts or omissions of such persons or firms are covered under the above -referenced liability insurance, or (ii) that such firms maintain insurance equal to or better than and subject to the same limits, terms and conditions as, the insurance required of CONTRACTOR under this Master Agreement; and in either instance, CONTRACTOR shall provide, or cause to be provided, evidence of such insurance coverage, reasonably acceptable to ANAHEIM.

R. Required Bonds. At the execution of this Master Agreement, CONTRACTOR shall provide both a performance bond and a bond for payment for labor and material to secure its performance of Work under this Master Agreement. CONTRACTOR shall maintain these bonds for the entire Term of this Master Agreement. Each bond shall be written in the principal amount of not less than One Hundred and Fifty Thousand Dollars ($150,000.00) and in the form set forth in the Sample Faithful Performance Bond attached hereto as Appendix B and Sample Labor and Material Bond attached hereto as Appendix C. However, should the total value of all Work awarded to CONTRACTOR but not yet completed by CONTRACTOR and accepted by ANAHEIM exceed $150,000.00 at any time, CONTRACTOR agrees to increase the principal amount of its bonds to an amount not less than the total value of CONTRACTOR's outstanding Work Order Packages and/or Request s. CONTRACTOR shall not commence any Work unless and until CONTRACTOR has complied with the foregoing.

This higher bond amount shall be maintained until one or more outstanding Work Orders Packages or Requests have been completed and a corresponding port ion of the bond has been released by ANAHEIM. At that time the total principal amount of the bonds may be reduced to the new total amount of all Work Orders or Requests then awarded but not yet completed and accepted by ANAHEIM . Notwithstanding the above, in no event shall the principal amount of

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each of the bonds be less than One Hundred and Fifty Thousand Dollars ($1 50,000.00) at any time during the T erm of this Master Agreement, including any extensions . All bonds shall be written with surety (i) autho rized to do business in the State of California by the California Department of Insurance, and (ii) listed on the most current version of the Department of Treasury's Circular 570. Bonds shall be in the form set forth in Appendices B and C, attached hereto, and any bond riders issued to increase or decrease the principal amount shall be on forms acceptable to ANAHEIM. All signatures by principals and sureties on bonds and any bond riders shall be notarized. ANAHEIM will not reimburse CONTRACTOR for the prem ium of the initial principal bond amount of One Hundred and Fifty Thousand Dollars ($150,000.00) ; however, CONTRACTOR will be allowed to include a bond fee, in the cost of each Work Order or Request, corresponding to the value of the awarded Work Order Package or Request.

S. Breach of Agreement. CONTRACTOR shall not be relieved of liability to ANAHEIM for damages sustained by ANAHEIM by virtue of any breach of this Master Agreement by CONTRACTOR, and ANAHEIM may withhold any payments to CONTRACTOR for the purpose of set -off until the exact amount of damages due ANAHEIM from CONTRACTOR is determined. In addition, ANAHEIM may pursue all remedies available under law for breach of this Master Ag reement. The waiver by either P arty of any breach to this Master Agreement shall not constitute a waiver as to any succeeding breach.

T. Compliance with Laws.

1. In the performance of this Master Agreement, CONTRACTOR shall abide by and conform to (and shall ensure that CONTRACTOR’s contractors and/or subcontractors, if any, shall abide by and conform to) any and all applicable laws, statutes, safety rules, and practices of the United States, the State of California, the Charter, Ordinances, and Operating Orders of the City of Anaheim, and any other applicable local l aws (collectively, Laws and Practices). Further, CONTRACTOR warrants that all Work done under this Master Agreement shall be in strict compliance with all Laws and Practices, including, but not limited to, Cal/OSHA, AQMD and EPA regulations.

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2. ANAHEIM’s Representative may enter the jobsite to make reasonable inspections to monitor compliance with the Laws and Practices and with the terms of this Master Agreement. CONTRACTOR shall at all times maintain proper facilities and provide safe access for inspection by ANAHEIM’s Representative to all parts of the jobsite. When specifications in a Work Order Package or Request require Work to be specially tested or approved, it shall not be tested or approved without timely advance notice to ANAHEIM’s Representative of its readiness for testing and approval and without prior written consent by ANAHEIM’s Representative.

3. If ANAHEIM’s Representative identifies an occurrence of noncompliance with Laws and Practices, he or she may inform CONTRACTOR’s Representative of the occurrence and require that CONTRACTOR’s Representative promptly bring the jobsite into compliance with Laws and Practices.

4. If ANAHEIM’s Representative identifies a situation which, in the opinion of the Representative, constitutes an immedi ate potential for bodily harm or significant property damage, he or she may contact CONTRACTOR’s Representative and recommend that Work be stopped until the situation is rectified to the satisfaction of ANAHEIM’s Representative.

5. If ANAHEIM’s Represent ative identifies a noncompliance situation which, in his /her opinion, constitutes an imminent danger of serious bodily harm or death, ANAHEIM’s Representative may contact CONTRACTOR’s Representative and request that the situation be rectified to the satisfaction of ANAHEIM’s Representative.

6. The election of ANAHEIM to exercise or not exercise its rights under these provisions shall impose no liability on ANAHEIM nor shall it relieve CONTRACTOR of any duties or obligations under the terms of this Master Agreement, provided that ANAHEIM’s Representative acted in good faith in the exercise or non-exercise of such rights.

7. CONTRACTOR shall dispose of all materials used in conjunction with the performance of this Master Agreement in strict compliance with all Laws and Practices.

8. CONTRACTOR shall not discriminate against handicapped persons in the provision of services and shall provide accessibility for handicapped persons to the services provided under this Master Agreement. CONTRACTOR shall comply with all applicable

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requirements of the Americans with Disabilities Act of 1990 and implementing regulations (28 CFR Parts 35-36) in order to provide handicapped accessibility to the extent readily achievable.

9. CONTRACTOR certifies and agrees that all persons employed or applying for employment by it, its affiliates, or holding companies, and all subcontractors, bidders and vendors, are and will be treated equally by it without regard to, or because of race, color, religion, sex, marital status, national origin or ancestry, pregnancy, childbirth or related medical condition, medical condition (cancer related) in compliance with all anti- discrimination laws and regulations of the United States, the State of California and ANAHEIM as they now exist or may hereafter be amended.

10. CONTRACTOR shall allow representatives of ANAHEIM access to CONTRACTOR’s employment records related to this Master Agreement during regular business hours to verify compliance with these provisions when so requested by ANAHEIM.

U. Labor Code.

1. ANAHEIM and CONTRACTOR acknowledge that this Master
Agreement 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 public agencies and agree to be bound by all the provisions thereof as though set forth fully herein. Full compensation for conforming to the requirements of the Labor Code and with other Federal, State and local laws related to labor, and rules, regulations and ordinances which apply to any Work performed pursuant to this Master Agreement shall be considered as included in the p rice for all contract items of Work involved.

2. This Master Agreement is further subject to prevailing wage law, including, but not limited to, the following:
a. The CONTRACTOR shall pay the prevailing wage rates for all Work performed under the Master Agreement. When any craft or classification is omitted from the general prevailing wage determinations, the CONTRACTOR shall pay the wage rate of t he craft or classification most closely related to the omitted classification. The CONTRACTOR shall forfeit as a penalty to ANAHEIM the amount of $50.00 or any greater penalty as provided

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in the Labor Code for each Calendar Day, or portion thereof, for ea ch worker paid less than the prevailing wage rates for any Work done under the Master Agreement employed in the execution of the Work by CONTRACTOR or by any subcontractor under CONTRACTOR in violation of the provisions of the Labor Code. In addition, the difference between applicable prevailing wage rates and the amount paid to each worker for each Calendar Day, or portion thereof, for which each worker was paid less than the prevailing wage rate shall be paid to each worker by the CONTRACTOR.
b. CONTRACTOR shall comply with the provisions of 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 all of its subcontractors.
c. Pursuant to Labor Code Section 1776, CONTRACTOR and any subcontractor shall keep accurate payroll records, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the act ual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by CONTRACTOR or any subcontractor in connection with this Master Agreement.

Each payroll record shall contain or be verified by a written declaration that it is ma de under penalty of perjury, stating both of the following: (1) the information contained in the payroll record is true and correct; and (2) t he employer has complied with t he requirements of Labor Code Sections 1811 and 1815 for any w ork performed by its employees on any portion of the Work. The payroll records enumerated under this Subpart shall be certified and shall be available for inspection at all reasonable hours as required by Labor Code Section 1776. d. This Master Agreement is further sub ject to 8 -hour work day and wage and hour penalty law, including, but not limited to, Labor Code Sections 1810 and 1813, as well as California nondiscrimination laws, as follows: CONTRACTOR shall strictly adhere to the provisions of the Labor Code regardin g the 8 -hour day and the 40- hour week, overtime, Saturday, Sunday and holiday work and nondiscrimination on the basis of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, marital

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(714) 765-5169
FAX (714) 765-5123
status, sex or sexual orientation, except as provided in Section 12940 of the Government Code.

Pursuant to the provisions of the Labor Code, eight hours' labor shall constitute a legal day's work. Work performed by CONTRACTOR's employees in excess of eight hours per day, and 40 hours during any one week, must include compensation for all hours worked in excess of eight hours per day, or 40 hours during any one week, at not less than one and one -half times the basic rate of pay. CONTRACTOR shall forfeit as a penalty to ANAHEIM an amount of $25.00 or any greater penalty set forth in the Labor Code for each worker em ployed in the execution of the Work by CONTRACTOR or by any subcontractor of CONTRACTOR, for each Calendar Day during which such worker i s required or perm itted to W ork more than eight (8) hours in one Calendar Day or more than 40 hours in any one calendar week in violation of the provisions of the Labor Code.
e. CONTRACTOR shall at all times comply with the express requirements of Labor Code Sections 1725.5, 1771.1, 1771.4 and 1776, including but not limited to the contractor and subcontractor registration and requirements related to certified payroll records.
f. This Master Agreement is subject to Public Contract Code Section 6109: CONTRACTOR shal l be prohibited from performing Work subject to this Master Agreement with a subcontractor who is ineligible to perform the Work pursuant to Sections 1777.1 or 1777.7 of the Labor Code.

V. Confidentiality.

1. “Confidential Information” means, with respect to a Party hereto, all information or material which either (1) is marked or identified as “Confidential,” “Restricted,” or “Proprietary Information” or other similar marking or identification, or (2) the other Party knew, as recipient, or under the circum stances, should have known, was considered confidential or proprietary by the Disclosing Party (as defined below). Confidential Information shall consist of all information, whether in written, oral, electronic, or other form, furnished in connection with this Agreement by the Disclosing Party or its Representatives (“Representative” is defined as any elected and appointed officials, affiliate, director, officer, employee, agent, advisor or

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200 S. ANAHEIM BOULEVARD, SUITE 356
ANAHEIM, CA 92805
(714) 765-5169
FAX (714) 765-5123
consultant of a Party or any of its subsidiaries or affiliates) to the Receiving Party (as defined below) or to its Representatives, and specifically includes but is not limited to ANAHEIM’s individually identifiable customer information, and ANAHEIM’s customer usage data and financial data.

2. CONTRACTOR and ANAHEIM sh all each hold the other’s Confidential Information in confidence. Neither Party shall make the other's Confidential Information available in any form to any third party or use the other's Confidential Information for any purpose other than as specified in this Agreement. The Party providing Confidential Information (“Disclosing Party”) to the other Party (“Receiving Party”) shall remain the sole owner of such information. Except as provided elsewhere within this Agreement, nothing contained in this Agreement shall be construed as granting or conferring any right or license in any Confidential Information or in any patents, copyrights, software or other technology, either expressly or by implication to the Receiving Party, or to its Representatives or to others. The term Confidential Information shall not include any of the following: (1) information already in possession of, or already known to, the Receiving Party as of the Effective Date without an obligation of confidentiality; (2) information in the public domain at the time of the disclosure, or which, after such disclosure, enters into the public domain through no breach of this Agreement by the Receiving Party or its Representative(s); (3) information lawfully furnished or disclosed to the Receiving Party by a non -party to this Agreement without any obligation of confidentiality and through no breach of this Agreement by the Receiving Party or its Representative(s); (4) information independently developed by the Receiving Party without use of any Confi dential Information of the Disclosing Party; or (5) information authorized in writing by the Disclosing Party to be released from the confidentiality obligations herein.

3. By virtue of this Agreement, each Party hereto may disclose to the other Party information that is Confidential Information. This Agreement does not diminish, revoke or supersede any existing confidentiality, non- disclosure or similar agreement between the Parties that does not pertain to the subject matter of this Agreement. However, a ny Confidential Information, whether or not previously disclosed, that pertains to the subject matter of this

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200 S. ANAHEIM BOULEVARD, SUITE 356
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(714) 765-5169
FAX (714) 765-5123
Agreement shall be governed by the terms of this Section V, which shall supersede any such previous agreement with respect to such Confidential Information and any Confidential Information relating to the subject matter of this Agreement that was exchanged under such previous agreement it shall be treated as though it was exchanged under this Agreement as of the date of such exchange.

4. The Recei ving Party will treat all Confidential Information of the Disclosing Party, no matter written, electronic, or oral, as confidential and proprietary, and the Receiving Party shall only use such information in furtherance of this Agreement. As such, the Receiving Party shall hold in confidence the Confidential Information of the Disclosing Party, and ensure that such Confidential Information is not disclosed to any other person or entity, except as expressly permitted by this Agreement or as authorized in wri ting by the Disclosing Party. Receiving Party shall not disclose Confidential Information of the Disclosing Party received under this Agreement to any person other than its Representatives who require knowledge of such Confidential Information in furthera nce of this Agreement. The Receiving Party shall inform its Representatives of the confidential nature of the Confidential Information of the Disclosing Party and advise such Representatives of the limitations on the use and disclosure and prohibition on making copies or summaries of such Confidential Information. The Receiving Party shall be responsible for any breach of this Agreement by its Representatives.

Neither Party shall use the Confidential Information of the other Party for any commercial purpose.

5. If the Receiving Party becomes legally compelled (by oral questions, interrogatories, request for information or documents, subpoena, civil investigative demand, or similar process) to disclose any Confidential Information of the Disclosing Party or is asked for Confidential Information pursuant to the California Public Records Act or similar law, the Receiving Party will provide the Disclosing Party with written notice of such an occurrence (if so permitted) as soon as possible. Thereafter, at its sol e costs and expense, the Disclosing Party may seek a protective order or other appropriate remedy, or waive compliance with the provisions of this Agreement. So long as it is consistent with applicable law, the Receiving Party

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FAX (714) 765-5123
will not oppose action by, and the Receiving Party will cooperate with, the Disclosing Party, at the Disclosing Party’s sole cost and expense, to obtain an appropriate protective order or other reliable assurance that confidential treatment will be accorded the Confidential Informatio n. If the Disclosing Party fails to obtain such protective order or other remedy, or if the Disclosing Party waives compliance with the requirements of the preceding sentence, the Receiving Party will disclose only Confidential Information that it is legally required to disclose, and will exercise commercially reasonable efforts, at Disclosing Party’s expense, to obtain reliable assurance that confidential treatment will be accorded the Confidential Information so disclosed.

6. In the event the Receiving Pa rty discloses, disseminates or releases any Confidential Information, except as expressly permitted by this Agreement, such disclosure, dissemination or release will be deemed a material breach of this Agreement and the Disclosing Party may demand prompt return of all Confidential Information previously provided to the Receiving Party. As soon as the Receiving Party becomes aware that it has made an unauthorized disclosure of Confidential Information, the Receiving Party shall take any and all necessary actions to recover the improperly disclosed Confidential Information and immediately notify Disclosing Party regarding the nature of the unauthorized disclosure and the corrective measures being taken. Each Party agrees that any breach of their confidentiality obligations could cause irreparable harm to the other Party, the amount of which would be extremely difficult to estimate. Accordingly, it is understood and agreed that monetary damages would not be a sufficient remedy for any material breach of this Agreement and that specific performance and injunctive relief in addition to monetary damages shall be appropriate remedies for any breach or any threat of such breach. The provisions of this Paragraph are in addition to any other legal rights or remedies the Disclosing Party may have.

7. Within two (2) weeks of the termination of this Agreement, CONTRACTOR will return to ANAHEIM or destroy, to the extent permitted by law, any and all Confidential Information, including all originals, copies, translations , transcriptions or any other form of material, without retaining any copy or duplicate thereof; provided that CONTRACTOR may retain Confidential Information contained on backup media created in the ordinary course of

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200 S. ANAHEIM BOULEVARD, SUITE 356
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(714) 765-5169
FAX (714) 765-5123
business provided further that there i s no effort to access such Confidential Information and CONTRACTOR's confidential obligations with respect to such information shall continue so long as such information is retained. CONTRACTOR shall certify in writing the destruction of the Confidential Information. ANAHEIM may perform an audit of CONTRACTOR ’s records to confirm the return or destruction of the Confidential Information. ANAHEIM shall have this audit right for three (3) years after the termination of this Agreement.

8. Notwithstanding the termination of this Agreement, this Confidentiality Section shall survive the expiration or earlier termination of this Agreement.

PART IV - GENERAL PROVISIONS
A. Notification.

1. Any notice may be served upon ANAHEIM by personal delivery in writing, or by facsimile, confirmed by mail, or by telegram, or by depositing it in a United States mail deposit box with the postage thereon, fully prepaid and addressed to ANAHEIM at the address hereinafter set forth; and in the case of CONTRACTOR, may be served upon CONTRACTOR by personal delivery in writing, or by facsimile, or by telegram, or by depositing it in a United States mail deposit box with the postage thereon fully prepaid, and addressed to CONTRACTOR at the address hereinafter set forth:

ANAHEIM: City of Anaheim
Attention: City Clerk
200 S. Anaheim Boulevard, Suite 217
Anaheim, CA 92805
Telephone: (714) 765-5166
Facsimile: (714) 765-4105

WITH COPIES TO: City of Anaheim
Attention: Public Utilities General Manager
201 South Anaheim Boulevard, Suite 1101
Anaheim, CA 92805
Telephone: (714) 765-4157
Facsimile: (714) 765-4138
AND

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200 S. ANAHEIM BOULEVARD, SUITE 356
ANAHEIM, CA 92805
(714) 765-5169
FAX (714) 765-5123

City of Anaheim
Attention: Director of Public Works
200 South Anaheim Boulevard, Suite 276
Anaheim, CA 92805
Telephone: (714) 765-5700
Facsimile: (714) 765-5225

CONTRACTOR: [INSERT NAME, ADDRESS, TELE/FAX]

2. Upon written notice to each Party concerned, served by means provided in the above paragraph, either Party may change the above addresses. The General Manager is authorized to give the notices required herein to be given on behalf of ANAHEIM.

B. Independent Contractor.

1. The performance of CONTRACTOR’s Work hereunder shall be in the capacity of an independent contractor and not as an officer, agent, or employee of ANAHEIM. In consideration for the compensation paid to CONTRACTOR by ANAHEIM, CONTRACTOR agrees that ANAHEIM shall not be liable or responsible for any benefits, including, but not limited to, worker’s compensation, disability, retirement, life, unemployment, health or any other benefits and CONTRACTOR agrees that it shall not sue or file a claim, petition or application therefor against ANAHEIM or any of its officers, employees, agents, representatives, or sureties.

2. CONTRACTOR shall at all times be responsible for the acts and omissions of subcontractors and individuals directly or indirectly employed by it. CONTRACTOR is responsible for performance of all the Work, whether performed by CONTRACTOR or its subcontractors. The Work Order Package and/or Request shall not give rise to any contractual relationship between ANAHEIM and a subcontractor. ANAHEIM shall not undertake any obligation to pay or to be responsible for the payment of any sums to any subcontractor.

C. Successors and Assigns. All of the terms, conditions and provisions hereof shall inure to the bene fit of and be binding upon the P arties hereto and their respective successors and assigns, provided, however, that no assignment of this Master Agreement shall be

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made without th e prior written consent of the P arties to this Master Agreement, which consent shall not be unreasonably withheld.

D. Laws Governing Construction of Terms. This Master Agreement shall be governed by the laws of the State of California. Any legal action concerning or arising out of this Master Agreement shall be filed in a court of the State of California having jurisdiction of the subject matter, and venue shall be in the County of Orange, State of California.

E. Service of Process. CONTRACTOR hereby designates the City Clerk of the City of Anaheim as its local agent for service of process in any legal action or proceeding that may arise out of or in connection with this Master Agreement. ANAHEIM shall transmit to CONTRACTOR a copy of any legal process served on the Anaheim City Clerk on the same date as service is made, in the manner set forth above.

F. Complete Agreement. This Master Agreement const itutes the complete and entire a greement between the Parties and supersedes any previous communications, representations or agreements, whether oral or written, with respect to the subject matter hereof. There are no additions to, or deletions from, or changes in any of the provisions hereof, and no underst andings, representations or agreements concerning any of the same, which are not expressed herein, unless stated below. No modification or revision shall be of any force or effect, unless the same is in writing and executed by the P arties hereto. THE

PARTIES HEREBY AGREE THAT NO TRADE USAGE, PRIOR COURSE OF DEALING

OR COURSE OF PERFORMANCE UNDER THIS MASTER AGREEMENT SHALL BE A

PART OF THIS MASTER AGREEMENT OR SHALL BE USED IN THE
INTERPRETATION OR CONSTRUCTION OF THIS MASTER AGREEMENT. ANAHEIM has provi ded the following A ppendices to CONTRACTOR , which are incorporated herein by this reference:

Appendix A - Estoppel Certificate
Appendix B - Sample Faithful Performance Bond
Appendix C - Sample Labor and Material Bond
Appendix D - Equipment Specifications

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200 S. ANAHEIM BOULEVARD, SUITE 356
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FAX (714) 765-5123
Appendix E - Instrumentation and Electrical Specifications Appendix F - Civil Work Specifications
Appendix G - Mechanical Specifications
CONTRACTOR acknowledges receipt of these Appendices. In addition to the Appendices, the following contract docu ments are incorporated into this Master Agreement by reference as if fully set forth herein: the Non-collusion Affidavit , Equal Employment Opportunity Certificate s of Compl iance, Special Provisions, Water System Standard Specifications, the Standard Specif ications Supplement, the Standard Specifications, the Proposal, and the General Scope of Work ( Exhibit A hereto). ANAHEIM has provided the foregoing documents to CONTRACTOR, and CONTRACTOR acknowledges receipt of these incorporated documents. If any provis ion of this Master Agreement shall be held invalid, the invalidity shall not affect the other provisions hereof, and to this extent, the provisions of this Master Agreement are intended to be and shall be deemed severable.

G. Counterparts. This Master Agre ement may be executed in any number of counterparts, each of which shall be deemed an original, but all of which shall constitute one and the same instrument.

H. Headings. The headings herein set out are for convenience of reference only and shall not be deemed a part of this Master Agreement.

I. Time of Essence. Time is expressly agreed to be of the essence of this Master Agreement, a Work Order Package and/or Request, and each, every and all of the terms, conditions and provisions herein.

J. Effective Date and Authority. The effective date of this Master Agreement shall be the date of ANAHEIM’s execution herein. In the event CONTRACTOR fails to set forth a date of execution opposite the name(s) of CONTRACTOR’s signator(s), CONTRACTOR hereby authorizes ANAHEIM, by and through its representative, to insert the date of execution by CONTRACTOR’s signator(s) as the date this Master Agreement, as executed by CONTRACTOR, is received by ANAHEIM.

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200 S. ANAHEIM BOULEVARD, SUITE 356
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(714) 765-5169
FAX (714) 765-5123
CONTRACTOR and CONTRACTOR’s signators represent that the signators hold the positions set forth below their signatures and that the signators are authorized to execute this Master Agreement on behalf of CONTRACTOR and to bind CONTRACTOR hereto.

IN WITNESS WHEREOF, the Parties hereto have caused this Master Agreement to be executed on the dates hereinafter respectively set forth.

CITY OF ANAHEIM,
DATE: ______________________ a municipal corporation

By:______________________________
Dukku Lee,
Public Utilities General Manager

ATTEST
DATE:_______________________

By:______________________________
Theresa Bass, City Clerk

Contractor’s Legal Name, Type of Entity (e.g. a
corporation)

DATE:_______________________ By:_______________________________

Printed Name:______________________

Title:______________________________

“CONTRACTOR”

APPROVED AS TO FORM:

ROBERT FABELA, CITY ATTORNEY

By:________________________________
Daniel J. Payne
Deputy City Attorney

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200 S. ANAHEIM BOULEVARD, SUITE 356
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(714) 765-5169
FAX (714) 765-5123

EXHIBIT A

GENERAL SCOPE OF WORK

[ATTACHED BEHIND THIS PAGE]
42 Exhibit A – Water MCA 2022-27

EXHIBIT A

GENERAL SCOPE OF WORK

PART A: CONSTRUCTION, MAINTENANCE SERVICES
The City of Anaheim ("ANAHEIM") requires the services of CONTRACTOR, on an as - needed basis, for the construction, maintenance, repair, abandonment, relocation and immediate response services (“WORK”) in connection with its water production, transmission, and distribution systems (“Water System”). Except for Immediate Response Services, which are defined and addressed below in Part B, typical WORK will include, but not be limited to, the following:

1. Work Order Categories

a. WORK ORDER CATEGORY NO. 1 (Water System Components) WORK will consist of, abandoning, repairing, relocating, extending, replacing, and installing water infrastructure system components, including, but not limited to vaults, valves, meter vaults, meter vault lids, conduits, substructures, welding, inspecting and evaluating damages and restoring service to water distribution, production, and/or communication facilities , and other water facilities as needed .

WORK may further consist of earthwork, ex cavation, trenching, backfilling, landscaping, and slope maintenance as needed.

b. WORK ORDER CATEGORY NO. 2 (Transmission & Distribution Pipelines) WORK will consist of, abandoning, repairing, relocating, extending, replacing, and installing water infrastructure system components, including, but not limited, water mains at any depth and associated appurtenances including, but not limited to, fire hydrants, large services (3” and above), small services (below 3”), linestops, valves, conduits, substructures, welding, inspecting and evaluating damages and restoring service to water distribution, production, and/or communication facilities, and other water facilities as needed . WORK may further consist of earthwork, excavation, trenching, backfilling, landscaping, and slope maintenance as needed. 43 Exhibit A – Water MCA 2022-27

c. WORK ORDER CATEGORY NO. 3 (Motors & Pumps) –
o WORK will consist of, but not be limited to pulling, inspecting, testing, dismantling, rewinding, cleaning, repairing, overhauling, replacing parts, balancing, reassembling, resistance testing, performing running tests, painting, replacing, and installing (i) horizontal and vertical induction motors for municipal Water System pumps, (ii) split -case horizontal, end- suction, axial and mixed flow, and vertical turbine centrifugal pumps, and (iii) diesel engine pumps for ANAHEIM water supply booster stations, deep wells, and treatment plants.
o All WORK shall be done in accordance with Model Repair Specifications for Low Voltage Induction Mot ors, latest edition, including all supplements, as written and promulgated by the U.S. Department of Energy’s Office of Industrial Technologies (OIT). Copies of the
Model Repair Specifications for
Low Voltage Induction Motors specifications may be obtained from Office of Industrial Technologies Energy Efficiency and Renewable Energy, U.S.

Department of Energy, Washington, D.C. 20585, telephone (800) 862-2086.

d. WORK ORDER CATEGORY NO. 4 (Electrical & Instrumentation) – o WORK will consist of, but not be limited to, repairing, replacing, and installing medium and low voltage electrical conduits, cables and conductors, motor control center components, electrical panel lineups, plant wiring, Supervisory Control and Data Acquisition (SCADA) system components, instrumentation , communication system components, security cameras, door/gate access controls, and main control panels for ANAHEIM Water System. o WORK will include, but not be limited to, trenching for conduits; constructing concrete pads for meter pedestals, junction boxes, cabinets, and panels; wiring terminations; primary and secondary conductor installations; replacing and installing conduits; pulling wires; meter and panel installations; pump motor starter installations and p ump wiring hook ups; circuit breaker repairs, replacements, and installations; transformer repairs, replacements, and 44 Exhibit A – Water MCA 2022-27
installations; troubleshooting and repairing failed and tripped circuits; bringing power to remote valves, pumps, water pressure regulating stations, wells, water storage tanks, water reservoirs, water pump stations, and other water facilities; electrical panel lineups repairs, replacements, and installations; troubleshooting and testing damaged system components; repairing and replacing communication and power conduit and wiring; repairing, replacing, and calibrating instrumentation equipment such as, pressure transmitters, flow transmitters, vibration transmitters, level transmitters, alarm switches, solenoid valves, limit switches, pilot s ystems, analyzers, valve actuators, and etc.; replacing control panels; installing variable frequency drives and solid state reduced voltage (soft) starters and associated components; installing and mounting equipment hardware in new and existing systems and panels such as, programmable logic controllers (PLCs), human- machine interfaces (HMIs), radios and antennas, uninterrupted power supplies (UPSs), servers and desktop personal computers (PCs), networking equipment and switches, alarm devices, sensors, cl osed circuit television and surveillance cameras, and meters; and performing final wire and communication terminations, testing and start- up of systems; and other related work.

e. WORK ORDER CATEGORY NO. 5 (Welding)
–
o WORK will consist of, but not be limite d to, the welding for repair of water transmission mains, distribution mains, vault hatches/covers and other Water System components as needed.

2. Conditions Common to All Work Order Categories

a. WORK will also include, but not be limited to, setting up traffic control, excavating within the limits specified on the plans or as directed by the Engineer, potholing existing underground water facilities, utilities, conduits and/or substructures, coordinating the surveying of the construction staking, and backfilling, compacting, and replacing pavement or concrete within the limits specified. 45 Exhibit A – Water MCA 2022-27

b. CONTRACTOR shall provide traffic control per the current Manual on Uniform Traffic Control Devices, subject to modifications by ANAHEIM’s Public Works Construction Services Division and Traffic & Transportation Services as needed to accommodate field conditions. CONTRACTOR shall submit a traffic control plan at least fourteen (14) days prior to the start of construction to ensure approval by Construction Services Divisi on and Traffic & Transportation Services.

CONTRACTOR shall set up required traffic control, and access shall comply with Section 7-10 of the latest edition of the “Standard Specifications for Public Works Construction” at the time of the Work Order Package , and any supplements (collectively, “Standard Specifications”).

c. CONTRACTOR shall provide shoring or bracing per Subsection 306- 1.1.6 of the Standard Specifications and shall meet all Cal OSHA requirements. T rench excavations shall be closed by backfill o r steel traffic plating at the close of the WORK period during the construction stage , depending upon the location of the trench, traffic conditions, and the total non-working hours the trench would be left open. If a trench must remain open, steel plates of adequate thickness to support traffic may be placed over the excavations. All other open excavatio ns shall be protected from pedestrian and vehicular traffic and all public access by fencing or other effective means in a manner approved by the Engineer. CONTRACTOR shall provide temporary chain link fencing at least 6 feet (1.8 meters) high along all open excavations not attended by its personnel.

d. CONTRACTOR shall notify Underground Service Alert at least 48 hours in advance of potholing and make arrangements for the existing utilities to be marked by the affected utility companies.

e. CONTRACTOR shall provide all labor (except survey services), materials, tools, equipment and permits required to complete the WORK as per the Work Order Package or Immediate Response Services Request ("REQUEST"). 46 Exhibit A – Water MCA 2022-27

f. CONTRACTOR is responsible for protecting in place all existing substructures and utilities (e.g., electrical, telephone ducts and cables, water, sewer, storm drain, gas, oil, fiber optic ducts and cable, i rrigation lines, laterals, and manholes).

CONTRACTOR shall, at its own expense, repair, replace or restore to the satisfaction of the Engineer, all property of any type or nature which has been moved, damaged or altered in any way by its operations.

g. Upon completion of the excavation, trenching, backfilling and compaction operation the CONTRACTOR shall restore to their original condition all pavements, sidewalks, curbs, gutters to the nearest joint, landscaping, fencing, irrigation, striping, traffic loops , pavement legends, raised pavement markers and roadway signs within the limits of the WORK.

h. CONTRACTOR shall maintain safe construction work areas in accordance with local, State and Federal laws, orders and regulations.

i. CONTRACTOR shall pay for all testing, except soil density and concrete cylinders, required as part of the WORK, and also arrange for and perform all testing in the presence of the "Water Utilities Inspector" designated by ANAHEIM.

j. CONTRACTOR shall coordinate with the Water Utilities Inspector to arrange for Water System shut downs, tie-ins, and activations.

k. The CONTRACTOR agrees that it is solely and completely responsible for job site conditions during the course of construction of the Project, including safety of all persons and property, that this requirement shall apply continuously, and that the CONTRACTOR shall defend, indemnify and hold harmless ANAHEIM and its officials, agents, employees and representatives from any and all liability, claims and damages, real and alleged, in connection with the performance of WORK, 47 Exhibit A – Water MCA 2022-27
excepting any liability arising from the sole negligence or willful misconduct of ANAHEIM.

l. Materials shall be furnished by ANAHEIM and/or CONTRACTOR for completion of WORK as specified in Work Order Packages prepared by the Water Engineering Division. All WORK shall be planned, executed, and completed in accordance with the W ork Order Package; W ork Order Drawings; ANAHEIM’s Water Services Standard S pecifications and applicable Special Provisions; latest edition of the Standard Specifications adopted by ANAHEIM at the time the W ork Order Package is issued ; the Standard Specifications Supplement and the Appendices included in Volume II of the Master Construction Agreement Proposal Package.

m. CONTRACTOR shall operate in and around active or energized equipment and shall therefore conduct itself in accordance with all applicable federal, state, and local laws , orders and regulations . CONTRACTOR shall follow ANAHEIM’s Water Services Standard Specifications and applicable Special Provisions in the testing and activation of new and existing Water System components. Required System Outages shall be scheduled with and approved by ANAHEIM through the Water Utilities Inspector five (5) work ing days before the required date. The requirements for installing water facilities to complete the WORK shall be described in the individual Work Order Package and REQUEST.

PART B: IMMEDIATE RESPONSE SERVICES
ANAHEIM also requires t he services of CONTRACTOR, on an as -needed basis, to provide expedited or emergency WORK in the form of " Immediate Response Services," which are defined by ANAHEIM to mean reporting to a job site with required resources within two (2) hours of telephone notification. Immediate Response Services WORK can be from any of the Work Order Categories described above and may include, but not be limited to, the following:

48 Exhibit A – Water MCA 2022-27

1. Inspect and evaluate damages and restore service to water distribution, production, and/or communication facilities.

2. Repair and/or replace water mains, valves, fire hydrants, services, meters, line stops, vaults, sampling stations, conduits, and substructures.

3. Weld water mains, vault hatches/covers, etc.

4. Clean up environmental/hazardous spills and by-products of combustion and/or disinfection.

5. Repair and/or replace water well, booster station, and treatment plant equipment, including but not limited to pumps, electric motors, diesel engine pumps, motor control center components, electrical panel li neups, wiring, control panel components, etc.

6. Repair and/or replace other ANAHEIM incidental utilities such as electric, sewer, storm drain, etc.

7. Repair and/or replace associated curb, gutter, sidewalk, roadway, drive approaches, etc.

8. Repair and/or replace communication, telecommunications, and SCADA facilities.

9. Earthwork, excavation, trenching, backfilling, landscaping, and slope maintenance as needed.

Materials shall be furnished by CONTRACTOR for completion of WORK.

All WORK
shall be planned, executed, and completed in accordance with the REQUEST; REQUEST DRAWINGS; ANAHEIM’s Water Services Standard S pecifications and applicable Special Provisions; latest edition of the Standard Specifications adopted by ANAHEIM at the time the REQUEST is issued; the Standard Specifications Supplement and the Appendices included in Volume II of the Master Construction Agreement Proposal Package.

12 -- MCA -- FY22-27 -- Appendix A - Estoppel
Certificate 1 4/21/2022

CITY OF ANAHEIM

APPENDIX A

ESTOPPEL CERTIFICATE

12 -- MCA -- FY22-27 -- Appendix A - Estoppel
Certificate 2 4/21/2022
Appendix A 1
Estoppel Certificate 2
Work Order #: __________________________ 3
Work Order Title: _______________________ 4
CONTRACTOR has systematically interviewed its Representative and other key personnel 5 for the Work and all of its Subcontractors who have performed any of the Work called for by the 6 Work Order regarding conditions encountered during performance of the Work since submission 7 of the last application for payment and has compared such information with the Master Agreement. 8 Based on that review, and exception for the prior unresolved claims listed below (if any) and the 9 new claims listed below which are being submitted to ANAHEIM concurrently herewith, 10 CONTRACTOR is not aware of any basis for claim by CONTRACTOR that it or any of its 11 Subcontractors should receive any additional compensation or additional time for completing the 12 Work, over and above that provided by the Work Order (as modified by amendments and Change 13 Orders thereto issued prior to this date), and CONTRACTOR is not aware of any facts that make 14 the expected date of Final Acceptance of the Work set forth on the most recent Schedule 15 inaccurate. CONTRACTOR has delivered all documents and submittals required under the terms 16 of the Master Agreement to be delivered to ANAHEIM on or prior to this date. 17 Executed this ______ day of __________________________, 200___ at 18 __________________________________________________. 19
CONTRACTOR’S Name 20
By _______________________________________________ 21
Printed Name ______________________________________ 22
Title _____________________________________________ 23
- 1 -

Premium

FAITHFUL PERFORMANCE BOND

KNOW ALL MEN BY THESE PRESENTS:

WHEREAS, the City of Anaheim, a municipal corporation of the State of California in the County of Orange, has entered into with ___, a California corporation, License No. _____ (hereinafter called "Principal") the 2022 Five-Year Anaheim Public Utilities " CITY OF ANAHEIM MASTER CONSTRUCTION AGREEMENT -- WATER" approved by the Anaheim City Council on or around July 2022, which said contract is hereby referred to and made a part hereof; and

WHEREAS, said Principal is required under the terms of said contract to furnish a bond for the faithful performance of said contract.

NOW, THEREFORE, we, _____________________, a California corporation , as Principal, and_____________________ ________________________ as Surety, are held and firmly bound unto the City of Anaheim, a municipal corporation (hereinafter call ed "City"), in the penal sum of ONE HUNDRED FIFTY THOUSAND DOLLARS ($ 150,000.00), 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, successors, executors, and administrators, jointly and severally, firmly by these presents.

The condition of this obligation is such that, if the above bounded 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 all the undertakings, terms, covenants, conditions and provisions in the said contract and any alteration thereof made as therein provided, on his , her or their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless City, its officers, agents and employees, as therein stipulated, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect.

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

The said Surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract, or to the work to be performed hereunder or to the specifications accompanying the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alterations or additions to the terms of the contract or to the work or to the specifications.

/ / /
/ / /
- 2 -

IN WITNESS WHEREOF, three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and Surety, the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative pursuant to authority of its governing body.

Note: Except for City Attorney, all signatures must be notarized.

PRINCIPAL

________________, a California corporation

By: _________________________

Dated: _______________________

By: _________________________

Dated: _______________________

SURETY

By:____________________________
Attorney in Fact

Dated:_______________________

CORPORATE ADDRESS OF SURETY: APPROVED AS TO FORM:

_________________________________ ROBERT FABELA

ANAHEIM CITY ATTORNEY
_________________________________
By:___________________________
_________________________________ Daniel J. Payne Deputy City Attorney

Dated:_________________________

- 1 -

Premium

LABOR AND MATERIAL BOND

KNOW ALL MEN BY THESE PRESENTS:

WHEREAS, the City of Anaheim, a municipal corporation of the State of California in the County of Orange, has entered into with _______________, a California corporation , License No. ________ (hereinafter called "Principal") the 2022 Five-Year Anaheim Publ ic Utilities " CITY OF ANAHEIM MASTER CONSTRUCTION AGREEMENT -- WATER" approved by the Anaheim City Council on or around July 2022, which said contract is hereby referred to and made a part hereof; and

WHEREAS, under the terms of said contract, Principal is required before entering upon the performance of the work, to file a good and sufficient payment bond with the City of Anaheim to secure the claims to which reference is made in Part 6 of Division 4 of the Civil Code of the State of California (commencing with Section 8000).

NOW, THEREFORE, said Principal and the undersigned as corporate Surety are held firmly bound unto the City of Anaheim and all contractors, subcontractors, laborers, material men and other persons employed in the performance of the aforesaid contract and referred to in Part 6 of Division 4 of the Civil Code of the State of California (commencing with Section 8000) in the sum of One Hundred Fifty Thousand Dollars ($150,000.00), for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor, that said Surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgment therein rendered.

It is hereby expressly stipulated and agreed that this bond shall inure to the benefit of any and all persons, companies and corporations entitled to file claims under Part 6 of Division 4 of the Civil Code of the State of California (commencing with Section 8000), so as to give a right of action to them or their assigns in any suit brought upon this bond.

Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect.

The Surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of said contract or the specifications accompanying the same shall in any manner affect its obligations on this bond, and it does hereby waive notice of any such change, extension, alteration or addition.

/ / /
/ / /
IN WITNESS WHEREOF, three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original th ereof, have been duly executed by the Principal and Surety, the - 2 -

name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative pursuant to authority of its governing body.

Note: Except for City Attorney, all signatures must be notarized.

PRINCIPAL

_________________, a California corporation

By: _________________________

Dated: _______________________

By: _________________________

Dated: _______________________

SURETY

By:______________________________
Attorney in Fact

Dated:________________________

CORPORATE ADDRESS OF SURETY: APPROVED AS TO FORM:

_________________________________

ROBERT FABELA

ANAHEIM CITY ATTORNEY
_________________________________
By:___________________________
Daniel J. Payne
_________________________________ Deputy City Attorney

Dated:_________________________

Equipment Specification
City of Anaheim 1 6/27/13

CITY OF ANAHEIM

APPENDIX D

EQUIPMENT SPECIFICATION

Equipment Specification
City of Anaheim 2 6/27/13

EQUIPMENT SPECIFICATION

TABLE OF CONTENTS

APPENDIX D

DIVISION 11 - EQUIPMENT

11005 General Mechanical and Equipment Provisions
11060 Pumping Equipment: General Requirements
11071 Pumping Equipment: Vertical Hollow Shaft Deep Well Pump Motors 11145 Vertical Turbine Pumps
11181 Vertical Wet-Pit Centrifugal Pumps

DIVISION 16 - ELECTRICAL

16150 Induction Motors

City of Anaheim General Mechanical and Equipment Provisions 11005-1 06/27/13
SECTION 11005

GENERAL MECHANICAL AND EQUIPMENT PROVISIONS

PART 1 - GENERAL

1.01 SUMMARY
A. Section Includes:

1. Requirements of this Section apply to all equipment provided on the Project including that found in Divisions 11, 13, and 16, even if not specifically referenced in individual "Equipment" articles of those Specifications.

B. Related Sections include but are not necessarily limited to:

1. Section 09900 - Painting and Protective Coatings.

2. Section 13442 - Primary Elements and Transmitters.

3. Section 16010 - Electrical: General Requirements.

1.02 QUALITY ASSURANCE
A. Referenced Standards:

1. Anti-Friction Bearing Manufacturers Association (AFBMA).

2. American Gear Manufacturers Association (AGMA).

3. American Society for Testing and Materials (ASTM):
a. F593, Standard Specification for Stai nless Steel Bolts, Hex Cap Screws, and Studs.

4. Institute of Electrical and Electronics Engineers (IEEE):
a. 112, Standard Test Procedure for Polyphase Induction Motors and Generators.

5. National Electrical Manufacturers Association (NEMA):
a. 250, Enclosures for Electrical Equipment.
b. ICS 6, Enclosures for Industrial Control and System. c. MG1, Motors and Generators.

6. National Fire Protection Association (NFPA):
a. 70, 1993 National Electrical Code (NEC).

City of Anaheim General Mechanical and Equipment Provisions 11005-2 06/27/13
B. Miscellaneous:

1. A single manufacturer of a "product" to be selected and utilized uniformly throughout Project even though:
a. More than one manufacturer is listed for a given "product" in Specifications.
b. No manufacturer is listed.

2. Equipment, electrical assemblies, related electrical wiring, instrumentation, controls, and system components shall FULLY comply with specific NEC area and NEMA 250 and ICS-6 designations shown on Electrical Drawings and defined in Section 16010.

1.03 DEFINITIONS
A. Product: Manufactured materials and equipment.

B. Major Equipment Supports - Supports for Equipment:

1. Located on slab-on-grade or earth supported with equipment weighing 5000 LBS or more.

C. Equipment: One or more assemblies capab le of performing a complete function.

Mechanical, electrical, instrumentation or other devices requiring an electrical, pneumatic, electronic or hydraulic connec tion. Not limited to items listed under "Equipment" article within specifications.

D. Installer or Applicator: Installer or applicator is the person actually installing or applying the product in the field at the Project site.

1. Installer or applicator are synonymous.

1.04 SUBMITTALS
A. Shop Drawings:

1. General for all equipment:
a. Acknowledgement that products submitted comply with the requirements of the standards referenced.
b. Manufacturer's delivery, storage, handling, and installation instructions. c. Equipment identification utilizing numbering system and name utilized in Drawings.
d. Equipment installation details:
1) Location of anchorage.
2) Type, size, and materials of construction of anchorage.

City of Anaheim General Mechanical and Equipment Provisions 11005-3 06/27/13
3) Anchorage setting templates.
4) Manufacturer's installation instructions.
f. Equipment area classification rating.
g. Shipping and operating weight.
h. Equipment physical characteristics:
1) Dimensions (both horizontal and vertical).
2) Materials of construction and construction details.
i. Equipment factory primer and paint data.
j. Manufacturer's recommended spare parts list.
k. Equipment lining and coatings.
l. Equipment utility requirements include air, natural gas, electricity, and water.

2. Mechanical and process equipment:
a. Operating characteristics:
1) Technical information including applicable performance curves showing specified equipment capacity, rangeability, and efficiencies. 2) Brake horsepower requirements.
3) Copies of equipment data plates.
b. Piping and duct connection size, type and location.
c. Equipment bearing life certification.
d. Equipment foundation data:
1) Equipment center of gravity.
2) Criteria for designing vibrati on, special or unbalanced forces resulting from equipment operation.

3. Electrical and control equipment:
a. Electric motor information:
1) Nameplate data.
2) Service factor on motors 1/2 HP and above.
3) Motor enclosure type.
4) NEMA frame size, if applicable.
5) NEMA design code, if applicable.
6) Insulation type.
7) Locked rotor current on motors 10 HP and above.
8) Efficiency and power factor at full load, 3/4 load, 1/2 load and 1/4 load.
9) Stall time (hot and cold) for motors 125 HP and larger.

City of Anaheim General Mechanical and Equipment Provisions 11005-4 06/27/13
10) For electric motors greater than 75 HP, submit the following additional information.
a) Motor current, efficiency and power factor at:
(1) Full load, 3/4 load, 1/2 load and no load.
(2) Locked rotor current.
(3) Stall time damage point.
(4) Overload damage curve.
b) Motor test reports demonstrating motor capabilities equal to or in excess of the following standard defined criteria.
(1) Overspeed by NEMA MG1-12.48.
(2) Noise by NEMA MGI-12.49.
(3) Number of starts by NEMA MG1-12.50.
(4) Routine tests by NEMA MG1-12.51.
b. Control panels:
1) Panel construction.
2) Point-to-point wiring diagrams.
3) Scaled panel face and subpanel layout.
4) Technical product data on panel components.
5) Panel and subpanel dimensions and weights.
6) Panel access openings.
7) Nameplate test.
8) Panel anchorage.

B. Operation and Maintenance Manuals:

As required by Engineer.

C. Miscellaneous Submittals:

1. Sample form letter for equipment field certification.

2. Certification that equipment has been installed properly, has been initially started up, has been calibrated and/or ad justed as required, and is ready for operation.

3. Certification for major equipment supports that equipment foundation design loads shown on the Drawings or specified have been compared to actual loads exhibited by equipment provided for this Project and that said design loadings are equal to or greater than the loads produced by the equipment provided.

4. Field Noise testing reports if such testing is specified in narrow scope sections.

5. Field Vibration testing reports if vibra tion testing is specified in narrow scope sections.

City of Anaheim General Mechanical and Equipment Provisions 11005-5 06/27/13

6. Notification, at least one week in advance, that motor testing will be conducted at factory.

7. Certification from equipment manuf acturer that all manufacturer-supplied control panels that interface in any way with other controls or panels have been submitted to and coordinated with the supplier/installer of those interfacing systems.

8. Motor test reports.

9. Certification prior to Project close out that electrical panel drawings for manufacturer-supplied control panels truly represent panel wiring including any field-made modifications.

PART 2 - PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS
A. Subject to compliance with the Contract Documents, the following manufacturers are acceptable:

B. Motors:
a. U.S. Electric Motors.
b. IEM.

B. Siemens.

C. Westinghouse.

D. Louis Allis.

E. Baldor.

F. Reliance.

G. Marathon.

B. Submit requests for substitution in accordance with Special Provisions Section 1-

06.02. 2.02 MANUFACTURED UNITS
A. Electric Motors:

1. Provide motors designed and applied in compliance with NEMA, IEEE, and the NEC for specific duty imposed by driven equipment.

2. Where frequent starting applications ar e specified, design for frequent starting duty equivalent to duty service required by driven equipment.

3. Rate for continuous duty at 40 DegC ambient. Design in accordance with the NEMA Standards for Class F insulation w ith Class B temperature rise above 40 DegC ambient on continuous operation or intermittent duty at nameplate horsepower.

City of Anaheim General Mechanical and Equipment Provisions 11005-6 06/27/13

4. Design for full voltage across the line starting regardless of the starting method.

5. Design bearing life based upon actual operating load conditions imposed by driven equipment.

6. Size for altitude of Project.

7. Size motors so that, under maximum continuous load imposed by driven equipment, motor nameplate horsepower for continuous operation is minimum of 15 percent more than driven load or provide motor with 1.15 service factor in which case maximum continuous load imposed shall not exceed nameplate horsepower rating of motor.

8. Furnish with clamp-type grounding terminals inside motor conduit box.

9. Furnish with oversized external conduit boxes.

10. Furnish with stainless steel nameplates with information to include all data as required by paragraph 430-7 of the National Electric Code, NFPA 70.

11. Use of manufacturer's standard mo tor will be permitted on integrally constructed motor driven equipment such as appliances and hand tools specified by model number in which a redesign of complete unit would be required in order to provide a motor with other features as may be specified herein.

12. Electrical motors greater than 100 HP.
a. 230/460 V, 60 HZ, 3 pH supply voltage.
b. Weather protected 1 (WP1) or Totally Enclosed Fan Cooled (TEFC) with

1.15 service factor.
c. Specially insulated for use in damp locations below 20 DegC. d. Oil or grease lubricated antifric tion bearings conforming to AFBMA Standards. Design bearing life for 90 percent survival rating at 50,000 HRS or at 100,000 HRS of operation for motors greater than 100 HP. e. Thermal protection:

Two (2) non-linear, 100 OHM, platinum, resistance temperature detectors shall be embedded in each of the st ator windings. One (1) non-linear 100 OHM, platinum resistance temperature detector shall be embedded in each of the motor bearings. The temperature sensors shall be compatible with the solid-state motor protection relay in the motor starters. The supplier of the motors shall coordinate with the supplier of the motor control centers. f. For vertical motors, provide 15 YR average life thrust bearings conforming to AFBMA Standards.

13. Motors 100 HP and above having a locked rotor inrush KVA greater than 6.3 times motor horsepower are not acceptable.

14. Motor efficiencies:
a. Provide motors having the minimum efficiency:

95.4 full load.

City of Anaheim General Mechanical and Equipment Provisions 11005-7 06/27/13

15. Motor accessories:
a. Space heaters, 120 volt, 1 phase, and adequately sized to raise temperature inside the motor to a minimum of 6 degrees above ambient. Provide Thermistors on motor windings.
b. Vibration Transmitter. Provide one two-wire vibration transmitter with 4- 20 mA analog signal output over 24 VDC external excitation voltages.

The vibration transmitter shall be suitably mounted on motor and properly selected to monitor and protect the pump assembly from excessive vibration level. Vibration tran smitter shall be PMC-BETA Model 162VTS or equal. Field calibrate the vibration transmitter system with the supervision of the vibration monitor vendor’s representative.

16. Measure efficiencies by IEEE 112 - Method B (Method E may be used for vertical motors 50 HP and larger. Ver tical motors may eliminate thrust-bearing losses for efficiency measurements).

2.03 COMPONENTS
A. Gear Drives and Drive Components:

1. Size drive equipment capable of suppor ting full load including losses in speed reducers and power transmission.

2. Provide nominal input horsepower rating of each gear or speed reducer at least equal to nameplate horsepower of drive motor.

3. Design drive units for 24 HR continuous service, constructed so oil leakage around shafts is precluded.

4. Utilize gears, gear lubrication systems, gear drives, speed reducers, speed increasers and flexible couplings meeti ng applicable standards of American Gear Manufacturers Association.

5. Gear reducers:
a. Provide gear reducer totally enclosed and oil lubricated. b. Utilize antifriction bearings throughout.
c. Provide worm gear reducers having a service factor of at least 1.20. d. Furnish other helical, spiral bevel, and combination bevel-helical gear reducers with a service factor of at least 1.50.

2.04 ACCESSORIES
A. Guards:

1. Provide each piece of equipment having exposed moving parts with full length, easily removable guards, and meeting OSHA requirements.

City of Anaheim General Mechanical and Equipment Provisions 11005-8 06/27/13
a. Construct from 16 GA stainless steel or aluminum.
b. Construct to preclude entrance of rain, snow, or moisture. c. Roll to conform to shaft or coupling surface.
d. Connect to equipment frame with stainless steel bolts and wing nuts.

B. Equipment Anchorage:

1. Cast-in-place anchorage:
a. Provide ASTM F593, Type 316 stainless steel anchorage for all equipment. b. Configuration and number of anchor bolts shall be per manufacturer's recommendations.
c. Provide two nuts for each bolt.

2. Drilled anchorage:
a. Threaded rods same as cast-in-place.

C. Data Plate:

1. Attach a stainless steel data plate to each piece of rotary or reciprocating equipment.

2. Permanently stamp information on data plate including manufacturer's name, equipment operating parameters, serial number and speed.

D. Gages:

1. Provide gages in accordance with Section 13442 and where indicated on drawings.

2. Utilize tapping sleeves for mounting per Section 15060.

E. Lifting Eye Bolts or Lugs:

1. Provide on all equipment 50 LBS or greater.

2. Provide on other equipment or products as specified in the narrow specifications.

2.05 FABRICATION
A. Design, fabricate and assemble equipment in accordance with modern engineering and shop practices.

B. Manufacture individual parts to standard sizes and gages so that repair parts, furnished at any time, can be installed in field.

C. Furnish like parts of duplicate units to be interchangeable.

D. Ensure that equipment has not been in se rvice at any time prior to delivery, except as required by tests.

E. Furnish equipment that requires periodic internal inspection or adjustment with access panels that will not require disassemb ly of guards, dismantling of piping or

City of Anaheim General Mechanical and Equipment Provisions 11005-9 06/27/13
equipment or similar major efforts. Quick opening but sound, securable access ports or windows shall be provided for inspection of chains, belts, or similar items.

F. Provide common, lipped base plate mounting for equipment and equipment motor where said mounting is a manufacturer's st andard option. Provide drain connection for 3/4 IN PVC tubing.

G. Machine the mounting feet of rotating equipment.

2.06 SHOP OR FACTORY PAINT FINISHES
A. Electrical Equipment:

1. The standard factory-applied paint coating system(s) of the approved manufacturers of the following equipment are acceptable:
a. Panel boards.
b. Electrical panels.
c. Switchboards.
d. Switchgear.
e. Safety switches.
f. Motor starter equipment.
g. Motor control centers.
h. Busways.
i. Raceways and cable trays.
j. Transformers.
k. Power circuit breakers.

2. As an alternate to the acceptable standard factory-applied paint coating systems, a manufacturer may provide a Paint coa ting system in accordance with Section 09900.

B. Other Equipment: In accordance with Section 09900.

2.07 SOURCE QUALITY CONTROL
A. Motor Tests:

1. Test motors in accordance with NEMA and IEEE procedures. Include the following:
a. Routine test:
1) Running no-load amperes.
2) Locked rotor amperes.

City of Anaheim General Mechanical and Equipment Provisions 11005-10 06/27/13
3) Winding resistance, DC.
4) High-potential test at twice rated voltage plus 1000 V, with a minimum of 2200 V for 1 minute, winding to ground.
5) Vibration check.
b. Complete test:
1) Rated load temperature rise.
2) Slip in percent.
3) Locked rotor amperes (3 pH, full voltage).
4) Locked rotor torque.
5) Breakdown torque.
6) High potential test; see paragraph 4) above.
7) Efficiencies tabulated at 100, 75, and 50 percent of full load. 8) Power factor tabulated at 100, 75, and 50 percent of full load.

2. Provide routine and complete test fo r motors 100 HP and larger. Commercial test will be acceptable if test results can be compared to results from identical motors and projected to the results for a complete test.

3. The Owner reserves the right to, at any time, select and have tested any motor included within the Project. If motor passes testing requirements, Owner will be responsible for any shipping and testing costs incurred. Costs shall be determined by current freight rates a nd manufacturer's published rates at the time of the test. If motor fails test, Cont ractor shall be responsible for all costs incurred. If two successive motors fail the test, the Owner has the right to reject any or all motors from that manufacturer. The Owner also reserves the right to witness any routine or complete tests at Owner's expense.

PART 3 - EXECUTION

3.01 INSTALLATION
A. Install equipment as shown on Drawings and in accordance with manufacturer's directions.

B. Utilize templates for anchorage placement for slab-mounted equipment.

C. For equipment having drainage requirements such as seal water, provide 3/4 IN PVC or clear plastic tubing from equipment base to nearest floor or equipment drain.

Route clear of major traffic areas and as approved by Engineer.

D. DO NOT construct foundations until major equipment supports are approved.

E. Extend all non-accessible grease fittings using stainless steel tubing to a location that allows easy access of fittings.

City of Anaheim General Mechanical and Equipment Provisions 11005-11 06/27/13
F. Construct sub-bases; either concrete, st eel or cast iron, level in both directions.

Particular care shall be taken at hold-down bolt locations so these areas are flat and level.

G. Machine Base:

1. Mount machine bases of rotating equipment on sub-bases in manner that they are level in both directions according to machined surfaces on base. Use machinist level for this procedure.

2. Level machine bases on sub-bases and align couplings between driver and driven unit using steel blocks and shims.
a. Size blocks and shims to provide solid support at each anchor bolt location. Area size of blocks and shims shall be approximately 1-1/2 times area support surface at each anchor bolt point.
b. Provide blocks and shims at each anc hor bolt. Blocks and shims that are square shape with "U" cut out to allo w blocks and shims to be centered on anchor bolts.
c. After all leveling and alignment has been completed and before grouting, tighten anchor bolts to proper torque value.
d. Do not use nuts below the machine base on anchor bolts for base leveling.

H. Couplings:

1. Align in the annular and parallel positions.
a. For equipment rotating at 1200 rpm or less, align both annular and parallel within 0.001 IN tolerance for couplings 4 IN size and smaller. Couplings larger than 4 IN size: Increase tole rance 0.0005 IN per inches of coupling diameter, i.e., allow 6 IN coupling 0.002 IN tolerance, and allow a 10 IN coupling 0.004 IN tolerance.
b. For equipment rotating at speeds greater than 1200 rpm allow both annular and parallel positions within a tole rance rate of 0.00025 IN per inch coupling diameter.

2. If equipment is delivered as a mount ed unit from factory, verify factory alignment on site after installation and realigned if necessary.

3. Check surfaces for run-out before attempting to trim or align units.

I. Grouting:

1. After machine base has been shimmed, leveled, couplings aligned and anchor bolts tightened to correct torque valu e, a dam or formwork shall be placed around base to contain grouting. Extend dam or formwork at least 1/2 IN above the top of leveling shims and blocks.

2. Saturate top of roughened concrete sub- base with water before grouting. Add grout until entire space under machine base is filled to the top of the base

City of Anaheim General Mechanical and Equipment Provisions 11005-12 06/27/13
underside. Puddle grout by working a s tiff wire through the grout and vent holes to work grout in place and release any entrained air in the grout or base cavity.

3. When the grout has sufficiently hardene d, remove dam or formwork and finish the exposed grout surface to fine, sm ooth surface. Cover exposed grout surfaces with wet burlap and keep coveri ng sufficiently wet to prevent too rapid evaporation of water from the grout. When the grout has fully hardened (after a minimum of 7 days) tighten all anchor bolts and recheck driver-driven unit for proper alignment.

3.02 INSTALLATION CHECKS
A. For all equipment specifically required in detailed specifications, secure services of experienced, competent, and authorized representatives) of equipment manufacturer to visit site of work and inspect, check, ad just and approve equipment installation. In each case, representatives) shall be pr esent during placement and startup of equipment and as often as necessary to resolve any operational issues which may arise.

B. Secure from equipment manufacturer's representatives) a written report certifying that equipment:

1. Has been properly installed and lubricated.

2. Is in accurate alignment.

3. Is free from any undue stress imposed by connecting piping or anchor bolts.

4. Has been operated under full load conditi ons and that it operated satisfactorily.

Secure and deliver a field written report to Owner immediately prior to leaving jobsite.

C. No separate payment shall be made for installation checks. All or any time expended during installation check does not qualify as O&M training or instruction time when specified.

3.03 FIELD PAINTING AND PROTECTIVE COATINGS
A. For required field painting and protective coatings, comply with Section 09900.

3.04 WIRING CONNECTIONS AND TERMINATION
A. Clean wires before installing lugs and connectors.

B. Coat connection with oxidation eliminating compound for aluminum wire.

C. Terminate motor circuit conductors with copper lugs bolted to motor leads.

D. Tape un-insulated conductors and connectors with electrical VW tape, 150 percent of insulation value of conductor.

City of Anaheim General Mechanical and Equipment Provisions 11005-13 06/27/13
E. Connections to carry full ampacity of conductors without temperature rise.

F. Terminate spare conductors with electrical tape.

3.05 FIELD QUALITY CONTROL
A. Furnish equipment manufacturer services as specified in the individual equipment specifications.

B. Inspect wire and connections for physical damage and proper connection.

C. For motor 50 HP and above, conduct insulation resistance (megger) test on each motor before energized. Conduct test w ith 500 or 1000 V DC megger. Test each phase separately and follow procedures listed below:

1. Disconnect voltage sources, lightning arrestors, capacitors, and other potential low insulation sources from motor before connecting megger to motor.

2. When testing a phase, connect phases not under test to ground.

3. Apply test voltage, phase to ground, on each phase being tested. Record resistance reading at 30 seconds and at one minute after test voltage is applied.

Divide one minute reading by 30 second r eading to obtain dielectric absorption ratio (DAR). DAR must be 1.25 or greater for phase to pass test.

4. If phases have a DAR of 1.25 or greater, attach a tag to the motor and mark tag "Insulation Resistance Test OK" and sign.

5. Connect equipment removed in paragraph I above.

D. Check rotation of motor before connection to driven equipment, before couplings are bolted or belts installed. Before motor is started to check rotation, determine that motor is lubricated.

E. Sub-base that supports the equipment base a nd that is made in the form of a cast iron or steel structure that has supporting beams, legs and cross member that are cast welded or bolted, shall be tested for a natu ral frequency of vibration after equipment is mounted. Keep the ratio of the natural frequency of the structure to the frequency of the disturbing force out of the range from 0.5 to 1.5.

3.06 EQUIPMENT BASES AND BEDPLATES
Mount equipment assemblies on a single, weld ed steel bedplate unless otherwise shown or specified. Provide bases and bedplates with machined support pads, tapered dowels for alignment or mating of adjacent items, adequate openings to facilitate grouting, and openings for electrical conduits. Continuously weld seams and contact edges between steel plates and shapes, and grind welds smooth. Do not support machinery or piping on bedplates other than that which is factory installed. Provide jacking screws in equipment bases and bedplates to aid in leveling prior to grouting. Unless specified or shown othe rwise, provide plates of minimum thickness of

City of Anaheim General Mechanical and Equipment Provisions 11005-14 06/27/13
one inch. Pump bedplates shall include a drip lip and provisions for directing gland leakage to a single point.

3.07 EARTHQUAKE DESIGN AND RESTRAINT
All tanks and equipment shall be designed, constr ucted and attached to resist stresses produced by seismic forces specified in this Section. Equipment that does not vibrate during normal operation shall be rigidly attached. Equipment that vibrates during normal operation shall be attached by means of isolators with mechanical stops that limit movement in all directions unless it can be demonstrated by calculations that such stops are not required. Equipment or portions of equipment that move during normal operation shall be restrained with mechanical devices that prevent displacement unless it can be demonstrated by calculations that such restraints are not required.

A. Minimum Earthquake Forces. Except as provided herein the minimum earthquake forces shall be those prescribed for Esse ntial Facilities by the current Edition of the Uniform Building Code as published by th e International Conference of Building Officials, 5360 South Workman Mill Road, Whittier, California 90601.

B. Contractor shall make submittals of S hop Drawings, details and data specified in Paragraph 1.04, entitled “Submittals”, signed, by a Registered California Professional Engineer with demonstrated proficiency in Structural or Civil Engineering.

END OF SECTION 11005

City of Anaheim Pumping Equipment: General Requirements 11060-1 06/27/13
SECTION 11060

PUMPING EQUIPMENT: GENERAL REQUIREMENTS

PART 1 - GENERAL

1.01 SUMMARY
A. Section Includes:

1. Pumping equipment.

B. Related Sections include but are not necessarily limited to:

1. Section 09900 - Painting and Protective Coatings.

2. Section 11005 - General Mechanical and Equipment Provisions.

3. Section 11145 - Vertical Turbine Pumps.

1.02 QUALITY ASSURANCE
A. Referenced Standards:

1. Hydraulic Institute (HI):
a. Standards for centrifugal, ro tary and reciprocating pumps.

B. Fully coordinate all mechanical seal systems specified to ensure pump and seal compatibility.

1.03 DEFINITIONS
A. The abbreviations are defined as follows:

1. IPS: Iron Pipe Size.

2. NPSHR: Net Positive Suction Head Required.

3. TDH: Total Differential Head.

4. TEFC: Totally Enclosed Fan Cooled.

5. WP1: Weather Protected Type 1.

B. Pump Service Category - Pump or pumps ha ving identical names (not tag numbers) used for specific pumping service.

1.04 SUBMITTALS
A. Shop Drawings:

1. See Section 11005.

2. Product technical data including:
a. Performance data and curves with flow (gpm), head (FT), horsepower, efficiency, NPSH requirements, submergence requirement. b. Pump accessory data.

City of Anaheim Pumping Equipment: General Requirements 11060-2 06/27/13
c. Bearing supports, shafting deta ils and lubrication provisions. d. Solids passage information.

3. Certifications;
a. Certified pump performance curv es as described in section 2.04. b. Statement relative to installa tion and start-up per section 3.02-A.4.

4. Test reports:
a. Factory hydrostatic test.

B. Operation and maintenance Manuals:

As required by Engineer.

PART 2 - PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS
A. Subject to compliance with the Contract Documents, the following manufacturers are acceptable:

1. Mechanical seals:
a. Chesterton.
b. Garlock.

B. Submit requests for substitution in accord ance with Special Provisions Section 1-06.02.

2.02 ACCESSORIES
A. See Section 11005.

B. Each Unit:

1. Lifting eye bolts or lugs.

2. Plugged gage cock connection at suction and discharge nozzles.

3. Tapped and plugged openings for casing and bearing housing vents and drains.

4. Fittings for properly ad ding flushing lubricant.

5. Pressure relief fittings for grease lubrication.

C. Packing Seal:

1. Provide packing seal unless another seal specified in individual pump specification sections.

2. Minimum of five rings graphite impregnated synthetic packing.

3. Provide minimum 1/4 IN DIA supply tap and 1/2 IN DIA minimum drain tap.

4. Provide split teflon or bronze water seal ring.

5. Adjustable split follower cast iron or bronze gland.

City of Anaheim Pumping Equipment: General Requirements 11060-3 06/27/13

2.03 FABRICATION
A. Pump Support:

1. Design base to support wei ght of drive, shafting and pump.

2. Comply with HI vibration limitations.

3. Mount vertical pumps on singl e piece pedestal baseplate.

4. Fabricate to withstand al l operating loads transmitted from the pump and drive.

2.04 SOURCE QUALITY CONTROL
A. If specifically required in the individual pum p specification sections, provide factory tests.

1. All-units:
a. Hydrostatic test at 150 percent of s hutoff head for a minimum of 5 minutes.

2. Adjustable speed units:
a. Head (FT) versus flow (gpm) pump curves:
1) Maximum, minimum and two equally spaced intermittent speeds. 2) Efficiencies along each curve.
3) Brake horsepower along each curve.

3. Constant speed units:
a. Head (FT) versus flow (gpm) pump curves:
1) Efficiencies along curve.
2) Brake horsepower along each curve.
3) Hydraulic thrust along each curve.

4. Results certified by a regist ered professional engineer.

B. Statically and dynamically bala nce each pump per HI standards.

PART 3 - EXECUTION

3.01 INSTALLATION
A. See Section 11005.

B. Floor or Pad-Mounted Units (Non-Submersible):

1. Align vertically and horizontally leve l, wedge and plumb units to match piping interfaces.

2. Assure no unnecessary stresses ar e transmitted to equipment flanges.

3. Tighten flange bolts at uniform rate and manufacturer's recommended torque for uniform gasket compression.

4. Support and match flange faces to unifor m contact over entire face area prior to bolting pipe flange and equipment.

City of Anaheim Pumping Equipment: General Requirements 11060-4 06/27/13

5. Permit piping connecting to equipment to freely move in directions parallel to longitudinal centerline when and while bolts in connection flange are tightened.

6. Grout equipment into place pr ior to final bolting of piping but not before initial fitting and alignment.

7. Assemble connecting piping with gaskets in place and minimum of four bolts per joint installed and tightened. Test alignment by loosening flange bolts to see if there is any change in relationship of piping flange with equipment connecting flange.

Realign as necessary, install flange bolts and make equipment connection.

8. Field paint units as defined in Section 09900.

9. Provide pressure gage on discharge of all pumps.

3.02 FIELD QUALITY CONTROL
A. Provide services of equi pment manufacturer's field service representatives to:

1. Inspect equipment covered by these Specifications.

2. Supervise pre-start adjustme nts and installation checks.

3. Conduct initial startup of equipm ent and perform operational checks.

4. Provide a written statement th at manufacturer's equipment has been installed properly, started up and is ready for operation by Owner's personnel.

5. Instruct Owner's personnel for the specifi ed minimum number of hours at jobsite on operation and maintenance of each of the following for pumping equipment:
a. Vertical Turbine Pump and Motor.
1) Two sessions on pump at 4 hours minimum per session. 2) Two sessions on motor at 4 hours minimum per session.

END OF SECTION 11060
Pumping Equipment: Vertical Hollow Shaft Deep Well
Pump Motors
City of Anaheim 11071 - 1
06/27/13
SECTION 11071
PUMPING EQUIPMENT: VERTICAL HOLLOW SHAFT DEEP WELL PUMP MOTORS
PART 1 - GENERAL

1.1 SUMMARY
This section provides guidelines for design and manufacture of low and medium voltage vertical squirrel cage induction motors on NEMA size frames and larger.

Work governed by these specifications includes manufacture, testing, delivery, and installation of equipment constructed in accordance with the requirements presented herein.

A. Section Includes:

1. Vertical Hollow Shaft Motors for Deep Wells.

B. Related Sections include but are not necessarily limited to:

1. Section 11005 – General Mechanical and Equipment Provisions.

1.2 QUALITY ASSURANCE
A. Referenced Standards:

1. American Iron and Steel Institute (AISI).

2. American National Standard Institute (ANSI):
a. B16.1, Cast-Iron Pipe Flanges and Flanged Fittings, Class 25, 125, 250, and 800.

3. American Society for Testing and Materials (ASTM):
a. A48, Standard Specification for Gray Iron Castings.
b. A53, Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated Welded and Seamless.
c. A108, Standard Specification for Steel Bars, Carbon, Cold Finished, Standard Quality.
d. A276, Standard Specification for Stainless Steel Bars and Shapes. e. B505, Standard Specification for Copper-Base Alloy Continuous Castings.

4. American Water Works Association (AWWA):
a. E101, Deep Well Vertical Turbine Pumps - Line Shaft Type.

5. Hydraulic Institute Standards (HI).

6. Institute of Electrical and Electronic Engineers (IEEE)

7. National Electrical Manufacturers’ Association (NEMA)

8. Anti-Friction Bearing Manufacturers’ Association (AFBMA)

9. Society of Automotive Engineers (SAE).

All materials and equipment shall be labeled or listed as being approved by the Underwriters Laboratories (UL) , whenever applicable.

Pumping Equipment: Vertical Hollow Shaft Deep Well
Pump Motors
City of Anaheim 11071 - 2
06/27/13

1.3 SUBMITTALS
A. Shop Drawings:

1. Dimensional data and calculations:
a. Sketch showing the “BD” and “CD” dimensions, head shaft material type and diameter of each well pump motor.
b. Proposed new motor data including manufacturer, rated horsepower, motor current, efficiency, speed, dimensional data, weight, and power factor.

2. Product technical data including:
a. Acknowledgement that products submitted meet requirements of standards referenced.
b. Manufacturer's installation instructions.
c. Schematic drawing of all equipment, with dimensions of each piece. d. Equipment weight, materials of construction, factory primer and paint data, lining and coating data, motor utility requirements (e.g. oil, water, air, and power requirements), and other project specific information.
e. Performance and operating characteristics, capacities, test data, installation drawings, anchoring details, wiring diagrams, installation, storage and handling instructions, and dimensional data. f. Equipment bearing life certification.
g. Nameplate data and certification of premium efficiency units. h. Motor service factor, enclosure type, NEMA frame size, NEMA design code, insulation type and temperature rise, locked rotor current, full, ¾, and ½ loads.
i. Stall time (hot and cold) for motors.
j. Test data including sound level by NEMA MG 1-12.53, number of starts by NEMA MG 1-12.54, and routine tests by NEMA MG 1-

12.55. k. Motor high thrust capacity.

B. Operation and Maintenance Manuals:

1. O&M manuals shall include the following:
a. Equipment function, normal operating characteristics, limiting operations.
b. Assembly, disassembly, installation, alignment, adjustment, and checking instructions.
c. Copies of equipment data plates and all equipment serial numbers. d. Operating instructions for start up, routine operation, regulation and control, shut down, and emergency conditions.
e. Lubrication and maintenance conditions.
f. Guide to troubleshooting
g. Parts list and predicted life of parts subject to wear.

Pumping Equipment: Vertical Hollow Shaft Deep Well
Pump Motors
City of Anaheim 11071 - 3
06/27/13
h. Outline, cross-section, and assembly drawings, engineering data, and connection diagrams.
i. Factory motor test reports, including USEM tests (complete initial test) per IEEE 112 method B, dynomometer test.
j. Equipment manufacturer’s certifications.
k. Certification that equipment has been installed properly, has been initially started up, has been calibrated, balanced, and/or adjusted as required, and is ready for operation.
l. Number of turns required on pump impeller adjusting nut and required operation and maintenance to maintain pump efficiency.

PART 2 - PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS
A. Subject to compliance with the Contract Documents, the following manufacturers are acceptable:

1. US Electric Motors.

2. IEM.

3. Marathon.

4. Siemens.

5. Westinghouse.

6. Louis Allis.

7. Baldor.

8. Byron Jackson Submersible.

2.2 PERFORMANCE AND DE SIGN REQUIREMENTS
Provide NEMA electric motors, designed for specific duty imposed by driven equipment, outdoor installation, frequent starting duty and to operate continuously at rated load at an ambient temperature of 40 degrees Centigrade (40 Deg C) at a maximum altitude of 1,000 meters.
a. Motors shall be suitable for continuous operation on a three-phase, sixty-hertz system rated 460 volts.
b. Motors shall be capable of withstanding all normal (including hydraulic) forces which may be imposed upon them during the course of normal operation, including starting and stopping.
c. Motors shall be suitable for across-the-line starting or electronic soft starting and shall be able to start and accelerate the connected load to full load speed with 90% of rated voltage at the motor terminals.
d. Motors shall be capable of continuous operation at full load and rated frequency with a voltage variation of +10%.
e. Motors shall be capable of continuous operation at full load and rated voltage with a frequency variation of +5%.

Pumping Equipment: Vertical Hollow Shaft Deep Well
Pump Motors
City of Anaheim 11071 - 4
06/27/13
f. Motor starting current shall not exceed a value equal to 650% of the motor full load current.
g. Motor installation in hostile environments subject to dust, moisture and/or corrosive atmospheric conditions shall have all parts given protective treatment.

A. Performance Parameters:
a. Speed: 4-pole speed or 6-pole speed
b. Horsepower: per Contract Documents
c. Enclosure: WP1 or TEFC
d. Minimum guaranteed full load efficiency: per Contract Documents e. Hydraulic Down thrust @ Shutoff condition: Based on pump data f. Hydraulic Down thrust @ Normal Operating condition: Based on pump data
g. Provide Non-Reverse Ratchet Assembly

B. Motor enclosures. Shall be of fabricated steel or cast iron construction in accordance with the manufacturer’s standard design. Canopy caps shall be of aluminum, cast iron or sheet metal and shall be easily removable for maintenance purposes. Motors to be installed in locations where moisture may collect shall be furnished with drain openings and plugs. In the case of Explosion-proof motors, drains and breathers shall be furnished and shall be of the type approved by UL.

C. Stator construction. Stator laminations shall be of fully processed steel. Each lamination surface shall be given the necessary treatment so as to have core plate type C-5 insulation. Stator windings for system voltages above 600 volts shall be form wound of rectangular copper magnet wire. Aluminum magnet wire is not acceptable. Individual coils shall be insulated with mica bearing tape prior to insertion. Coil extensions shall be blocked and braced sufficiently to minimize movement during normal starting and running conditions at full rated voltage.

D. Insulation. Unless otherwise indicated, insulation system shall be Class F or better. Insulation system shall meet Class F temperature rise when motor load is at 1.15 service factor. Insulation systems shall receive a minimum of two vacuum pressure impregnation treatments using a 100% solids epoxy resin.

Provide a completely sealed insulation system. This system shall be capable of passing the NEMA MG1-20.48 water immersion test. Provide encapsulated windings using an epoxy seal after the windings have dried to less then 1- percent moisture. For variable frequency drive motors, insulation system shall be Inverter Grade® insulation system, as manufactured by US Motors, and shall meet the requirements of NEMA MG-1 Part 31.

E. Rotor Construction. Rotors shall be of cast or fabricated aluminum in accordance with manufacturer’s standard design, unless otherwise indicated.

Pumping Equipment: Vertical Hollow Shaft Deep Well
Pump Motors
City of Anaheim 11071 - 5
06/27/13
F. Bearings. Bearings supplied shall be of type and size sufficient to satisfy thrust loading requirements for each motor in accordance with manufacturer’s standard design. Bearings shall be rated per Section 11005.

G. Thrust Bearings. Motors shall be designed and constructed with thrust bearings to allow inspection and/or replacement without requiring complete disassembly of motor. Thrust bearings shall be designed and constructed of adequate capacity to handle all operating conditions of the well pump and motor, including the worst case down thrust condition and momentary up thrust condition.

H. Sound attenuation. Motors shall be of sound attenuation construction such that the maximum sound decibel level at the well site property line, with the well pump motor operating at full load, is 60 dbA or less.

I. Low Voltage Contact Relay. WP1 motors shall be furnished with Allen – Bradley Bulletin 1410 Motor Winding Heater, or equal. The low voltage contact relay shall be installed on one leg (phase) of the motor leads.

2.3 ACCESSORIES
A. See Section 11005.

2.4 COMPONENTS
A. General:

1. Furnish units consisting of a vertical hollow shaft motor (to be direct connected to an existing vertical shaft turbine well pump). Design unit with non-reversing ratchets.

2. Weight of revolving parts of pump including unbalanced hydraulic thrust of impeller is carried by thrust bearing in driver.

3. Make provision at driver shaft for adjusting impeller with reference to pump bowls.

4. Provide thrust bearing capable of handling both the mechanical and hydraulic thrust loads of the existing pump assembly.

B. Data Plates:

1. Provide stainless steel data plate securely attached to motor.

2. Include manufacturer's name, horsepower, serial number, speed, service factor, and other pertinent data.

C. Head Shaft, Motor Clutch / Coupling:

1. Provide new head shaft and motor clutch/coupling to mate new motor to well pump assembly and discharge head. Match material.

2. Material is either 416 stainless steel or 1045 carbon steel.

3. Provide Non-Reverse Ratchet Assembly.

Pumping Equipment: Vertical Hollow Shaft Deep Well
Pump Motors
City of Anaheim 11071 - 6
06/27/13
D. Motors:

1. Reduce voltage starting, vertical hollow shaft, squirrel cage, induction type.

2. 460 V, 60 HZ, 3 PH.

3. Size motor to drive pump continuously over the complete head - capacity range without the load exceeding the nameplate rating or entering into the service factor.

4. Premium efficiency motor.

5. Design motor for 120 oF ambient.

6. Provide motor space heaters (120 V rating), drain, breather elements.

7. Provide motor thermistors (winding protection).

8. Provide stainless steel data plate securely attached to motor.

9. Comply with Section 11005.

10. Factory test.

2.5 SOURCE QUALITY CONTROL
E. See Section 11005.

F. Provide the following factory tests:

1. All motors shall be given a standard commercial test as defined by NEMA MG 1-12.51 and IEEE 112 a and b.

2. Conduct megger test and record reading of all motor windings just prior to connecting the motor to its feeder to determine if accumulation of moisture has occurred in the motor during storage. The reading shall be documented, submitted to the Engineer for review, and included in the final O&M manuals.

3. Conduct noise tests in accordance with the latest revision of IEEE-85, Test Procedure for Air Borne Noise Measurements and Rotating Electrical Machinery. The motor shall be operating during test on rubber at no load with rated voltage and frequency.

4. Conduct vibration tests per NEMA MG 1-12.07 for small and medium motors and MG 1-20.54 for large motors, except 3600-rpm motors greater than 250 HP and motors with sleeve bearings shall be tested at full nameplate horsepower load and temperature.

5. All testing, other than locked rotor conditions shall be at full voltage +/-5 percent.

PART 3 – EXECUTION

3.1 INSTALLATION
A. Install products in accordance with manufacturer’s instructions.

3.2 FIELD QUALITY CONTROL
A. See Section 11005.

Pumping Equipment: Vertical Hollow Shaft Deep Well
Pump Motors
City of Anaheim 11071 - 7
06/27/13
B. Conduct field noise level measurements with the new installed motor running at full load, rated voltage, and frequency and with the well pumping. Noise level measurements shall be taken at the property lines and shall be less than or equal to 60 dBA. Should the new motor produce more than 60 dBA sound pressure at the property line, the Contractor shall install additional sound attenuation materials around the motor to reduce the sound pressures to the 60 dBA requirement. No additional compensation will be made to the Contractor to comply with this requirement.

C. Conduct field efficiency tests on the new installed motor at ½, ¾, and full load, and conduct an overall plant efficiency pump test.

D. Clean and disinfect all components entering the well, per the WSSS.

END OF SECTION
Vertical Turbine Pumps
City of Anaheim 11145-1 06/27/13
SECTION 11145

VERTICAL TURBINE PUMPS

PART 1 - GENERAL

1.01 SUMMARY
A. Section Includes:

1. Vertical turbine pumps.
a. Vertical turbine deep well pump.

B. Related Sections include but are not necessarily limited to:

1. Section 11005 - General Mechanical and Equipment Provisions.

2. Section 11060 - Pumping Equipment: General Requirements.

3. Section 13440 - Instrumentation for Process Control: General Requirements.

4. Section 16150 – Induction Motors

1.02 QUALITY ASSURANCE
A. Referenced Standards:

1. American Iron and Steel Institute (AISI):

2. American National Standard Institute (ANSI):
a. B16.1, Cast-Iron Pipe Flanges and Flanged Fittings, Class 25, 125, 250, and 800.

3. American Society for Testing and Materials (ASTM):
a. A48, Gray Iron Castings (Class 35 Minimum).
b. A53, Standard Specification for Pipe , Steel, Black and Hot-Dipped, Zinc- Coated Welded and Seamless.
c. A1O8, Standard Specification for Steel Bars, Carbon, Cold Finished, Standard Quality.
d. A120, Pipe, Steel, Black and Hot-Dipped Zinc-Coated (Galvanized) Welded and Seamless for Ordinary Uses.
e. A276, Specification for Stainless and Heat-Resisting Steel Bars and Shapes. f. B505, Standard Specification for Copper-Base Alloy Continuous Castings. g. B584, Standard Specification for Copper Alloy Sand Castings for General Applications.

4. American Water Works Association (AWWA):
a. E101, Vertical Turbine Pumps - Line Shaft and Submersible Types.

5. Hydraulic Institute Standards (HI).

6. Society of Automotive Engineers (SAE).

Vertical Turbine Pumps
City of Anaheim 11145-2 06/27/13

1.03 SUBMITTALS
A. Shop Drawings:

1. Product technical data including:
a. Acknowledgment that products submitted meet requirements of standards referenced.
b. Manufacturer's installation instructions.
c. See Section 11060.
d. Schematic elevation showing dimensions of pump base, column, shaft, bowl assembly, cone strainer, discharge head and motor
B. Operation and Maintenance Manuals:

1. See Special Provisions Section 1-09.09
PART 2 - PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS
A. The pump manufacturer shall be responsible for the entire pump and motor assembly.

Subject to compliance with the Contract Documents, the following pump manufacturers are acceptable:

1. Byron Jackson.

2. Ingersoll Rand.

3. Johnston
B. Submit requests for substitution in accordance with Specification Section 13.02 and Article 2.02.A.1.

2.02 PERFORMANCE AND DESIGN REQUIREMENTS
A. Performance Parameters:
i. Pump Bowl Assembly: shall consist of discharge case, intermediate bowls, suction case, impellers, impeller shafting and bearings. Bearings shall be located above and below the impellers. The bowls shall be designed to produce the specified gallons per minute at the specified feet total dynamic head and specified efficiency. City of Anaheim shall determine bowl assembly equivalency based on experience, efficiency, capacity, and construction.
ii. Pump Impellers: shall be bronze, meeting ASTM Standard B-145; of the enclosed type; and statically and dynamically balanced. Impellers shall be accurately machined to fit the contour of the bowl, hand filed in the waterways. Impellers shall be attached to the shaft so that they cannot become loose under any operating condition or under reverse rotation.

Provisions in the shaft for axial adjustment of the impellers shall be made so that proper clearance between bowls and impellers may be maintained.

Vertical Turbine Pumps
City of Anaheim 11145-3 06/27/13
The Contractor is cautioned to ensure that the bowl lateral is sufficient for proper operation. The impeller skirt and series throat case shall be thick enough to allow for machining and installation of wear ring at time of repair.
iii. Bowls: suction case, intermediate bowls, and discharge case shall be cast iron, conforming to ASTM Standard A48, Class 30, coated with porcelain enamel and shall have sufficient stiffness to prevent adverse changes in bearing alignment and to maintain the running clearance of the seal rings.

Bowls shall be flanged with male and female rabbet fits including top and bottom flanges as required. Bottom bowl shall be furnished with a 10-foot long steel suction pipe and stainless steel cone strainer. The top bowl shall fit T&C water lube column pipe.
iv. Pump Shaft: shall be one piece and shall be turned and polished stainless steel, conforming to ASTM A-276, Type 410 or 416. It shall be supported above and below each impeller. The suction case bearing is to be bronze, grease packed and protected against entrance of sand or other abrasives.

Intermediate bowl bearings are to be lubricated by the water being pumped and shall also be of bronze. Pump shaft minimum diameter shall be sized to handle worst case down thrust condition and maximum loads of the motor and bowl assembly
v. Column Diameter: Size such that column velocity is equal to or less than 5 feet per second, but not less than 2.5 feet per second.

B. Provide pumps with increasing head characteristics from secondary design conditions to shutoff condition. Provide pumps with net positive suction head requirements (NPSHR) less than the net positive suction head available (NPSHA) at all operating conditions.

2.03 ACCESSORIES
A. See Sections 11005 and 13442.

2.04 COMPONENTS
A. General:

1. Furnish unit consisting of a vertical shaft turbine pump, direct connected to a vertical hollow shaft motor. Design unit with non-reversing ratchets.

2. Weight of revolving parts of pump including unbalanced hydraulic thrust of impeller is carried by thrust bearing in driver.

3. Make provision at driver shaft for adjusting impeller with reference to bowls.

B. Column:

1. Construct discharge column pipe of steel standard butt joint column pipe and threaded sleeve type couplings. The column sections shall include a bronze water lubricated bearing retainer at each column joint.

Vertical Turbine Pumps
City of Anaheim 11145-4 06/27/13

2. Provide top and bottom sections of column pipes to 5-foot lengths.

3. Provide intermediate column sections not exceeding 10 feet in length.

4. Provide 10-feet of suction pipe of same diameter and material as pump column with cone shaped Type 316 Stainless Steel Strainer. Strainer to have minimum inlet open area of not less than 4 times the suction pipe size.

5. Sandblast column and coat inside and out with a minimum 15 mils dry film thickness fusion bonded epoxy at the factory that is FDA approved for use with potable water.

BB. Water Level Cable and Transducer:

1. Length (feet) and material of cable to be furnished for water level transducer.

2. Furnish water level pressure transducer/transmitter: Rottmeyer Model MPOTRN.100, with J-box termination enclosure MPZAD.002, with vented cable.

C. Open Line Shaft:

1. Line shafts and couplings shall be ASTM A276 Type 416 Stainless Steel and shall be field replaceable.

2. Maximum length: 10 Feet.

3. Furnish renewable shaft sleeves constructed from 416 stainless steel at each bearing location.

4. Undercutting of shafting at sleeve locations is not permitted.

5. Line shaft bearings shall be removable self-flushing rubber type supported by retainers butted between machined faces of discharge column located on 10-ft centers.

6. Provide complete line shaft pre-lubrication system to water lubricate line shaft bearings prior to pump startup.

D. Pump Bowl:

1. Provide bowl constructed of close grai ned cast iron, free from imperfections and accurately machined and fitted.

2. Coat pump bowl water passages with an abrasion-resistant baked enamel, phenolic or epoxy.

3. Provide coating FDA approved for potable water service.

4. Design to ensure easy removal of bearings and impeller.

5. Furnish heavy duty 316 SS cone strainer.

6. Plug discharge case bypass ports.

E. Bearings:

1. Provide units with sleeve bearings of SAE 660 bronze in each bowl.

2. In bowl, provide main bronze bearing immediately above impeller and a lower bronze bearing immediately below impeller.

Vertical Turbine Pumps
City of Anaheim 11145-5 06/27/13

3. Provide for lubrication of bowl bearings continuously with water from system pressure.

F. Pump Shaft and Impeller:

1. Provide pump unit shaft constructed of rolled and ground 416 stainless steel.

2. Furnish enclosed type impellers constructed of bronze and securely attached to impeller shaft.

3. Ensure impeller is accurately fitted and statically and dynamically balanced.

4. Provide bronze replacement wear rings in each bowl to prevent wear on bowls.

G. Discharge Head Assemblies:

1. Design discharge head assembly for 150 psi working pressure and 250 psi test pressure.

2. Provide contamination-free design head base plate.

3. Provide discharge head for above ground mounting constructed of close-grained cast iron or fabricated steel with integral discharge flange.

4. Construct discharge nozzle with a vertical vane to minimize turbulence.

5. Furnish ANSI B16.1 125/150 LB discharge flange.

6. Mount discharge head on fabricated steel base plate, which is of sufficient size to span opening in support structure. The fabricated steel base plate shall have tapped holes for bolting down pump discharge head, complete with all bolts, nuts, washers, and anchor bolts. The top of the fabricated steel base plate shall be machined to mate with the pump discharge head base plate. The dimensions and thickness of the fabricated steel base plate shall be determined by the pump manufacturer.

7. Supply discharge head with lifting lugs capable of supporting weight of entire unit.

8. Furnish high pressure stuffing box constr ucted of cast iron and containing not less than five rings of graphite impregnated teflon packing (Crane C1065) or Kevlar Aramid fiber. Compress packing around shaft with adjustable gland.

Furnish grease fitting to provide additional lubrication to bronze upper shaft bearing. Stuffing box must be located and accessible above pump base plates.

The entire unit, including the stuffing box, shall be designed to withstand the pump shut-off head condition. Provide connections for grease inlet and pressure relief. Provide 416 stainless steel shaft at top section of line shaft where it passes through stuffing box. Provide bronze upper shaft bearing directly below stuffing box, in the head, to eliminate any shaft whip which could damage the seal. Hard pipe with 3/8 inch 316 SS piping from stuffing box bleed off to floor drain near pump.

9. Provide drain connection and pre-l ubricating product water connection and piping.

10. Provide tapped and plugged openings fo r casing and bearing housing vents and drains.

Vertical Turbine Pumps
City of Anaheim 11145-6 06/27/13
H. Data Plates:

1. Provide stainless steel data plate securely attached to pump.

2. Include manufacturer's name, pump size and type, serial number, speed, impeller diameter, capacity and head rating, and other pertinent data.

I. Motors:

1. Soft starting vertical hollow shaft, speed as specified, squirrel cage, induction type motor, with enclosure as specified.

2. Size motor to drive pump continuously over the complete head - capacity curve of the pump without entering into the service factor at any point or exceeding the nameplate rating.

3. Design motor for 40 DegC ambient, with 1.15 service factor.

4. Premium efficiency motor, guaranteed minimum efficiency = 95.4%.

5. Comply with Section 11005, Paragraph 2.02 and Section 16150.

6. Provide thrust bearing capable of handling both the mechanical and hydraulic thrust loads of the pump.

2.05 MAINTENANCE MATERIALS
A. Extra Materials:

1. Furnish the Owner the following extra parts for each pump service category:
a. Lower bearing assembly: One set.
b. Upper bowl bearing: One set.
c. Line shaft bearing assemblies: One set.
d. Packing, gland follower, studs and nuts: One set.
e. Lantern ring: One.
f. Wearing rings: One set.

2.06 FACTORY TEST
A. Provide factory test in accordance with Section 11060 and HI Standards with project motor and pump. Certified test results shall be provided to the Engineer. To allow the Owner/Engineer to witness this test, the Owner and Engineer shall be advised 48 hours in advance of the test. If the test is conducted at a location more than 30 miles distance from the City of Anaheim, the Contractor shall pay for the time and expense expended by the Owner/Engineer to witness the test. This cost shall be included in the contractor’s bid price.

PART 3 - EXECUTION

3.01 INSTALLATION
A. Install products in accordance with manufacturer's instructions.

Vertical Turbine Pumps
City of Anaheim 11145-7 06/27/13

3.02 FIELD QUALITY CONTROL
A. See Section 11060.

END OF SECTION 11145
City of Anaheim Vertical Wet-Pit Centrifugal Pumps
11181 - 1 6/27/2013
SECTION 11181

VERTICAL WET-PIT CENTRIFUGAL PUMPS
PART 1 - GENERAL

1.01 REFERENCES
A. The following is a list of standards which may be referenced in this section:

1. American Society for Testing and Materials (ASTM):
a. A48, Gray Iron Castings.
b. A276, Stainless and Heat-Resisting Steel Bars and Shapes. c. A436, Austenitic Gray Iron Castings.
d. A532, Abrasion-Resistant Cast Irons.
e. A743, Castings, Iron-Chromium, Iron-Chromium-Nickel, Nickel- Base, Corrosion Resistant, for General Application.
f. B62, Composition Bronze or Ounce Metal Castings.
g. B148, Aluminum-Bronze Sand Castings.

2. National Electrical Manufacturer’s Association (NEMA): MG 1, Motors and Generators

1.02 DEFINITIONS
A. Terminology pertaining to pumping unit performance and construction shall conform to the ratings and nomenclature of the Hydraulic Institute Standards.

1.03 SUBMITTALS
A. Shop Drawings:

1. Make, model, weight, and horsepower of each equipment assembly.

2. Complete catalog information, descriptive literature, specifications, and identification of materials of construction.

3. Performance data curves showing head, capacity, horsepower demand, and pump efficiency over the entire operating range of the pump, from shutoff to maximum capacity. Indicate separate ly the head, capacity, horsepower demand, overall efficiency, and minimum submergence required at the guarantee point.

4. Detailed structural, mechanical, a nd electrical drawings showing the equipment dimensions, size, and locati ons of connections and weights of associated equipment.

5. Power and control wiring diagrams, including terminals and numbers.

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11181 - 2 6/27/2013

6. Control panel construction drawings including detailed bill-of-material information.

7. Complete motor nameplate data, as defined by NEMA, motor manufacturer, and including any motor modifications.

8. Factory finish system.

B. Quality Control Submittals:

1. Factory Functional and Performance Test Reports.

2. Manufacturer’s Certification of Complianc e that the factory finish system is identical to the requirements specified herein.

3. Special shipping, storage and prot ection, and handling instructions.

4. Manufacturer’s printed installation instructions.

5. Manufacturer’s Certificate of Proper Installation.

6. Suggested spare parts list to maintain the equipment in service for a period of one year. Include a list of speci al tools required for checking, testing, parts replacement, and maintenance with current price information.

7. List special tools, materials, and s upplies furnished with equipment for use prior to and during startup and for future maintenance.

8. Operation and maintenance manual.

1.04 EXTRA MATERIALS
A. Furnish for this set of pumps:

1. Complete set gaskets and O-ring seals.

2. Complete set keys, dowels, pins, etc.

3. Impeller.

4. One complete set of any special tools required to dismantle pump.

PART 2 - PRODUCTS

2.01 GENERAL
A. The pump manufacturer shall be responsible for the complete pump and motor assembly and for compliance with the pump and drive requirements.

2.02 PUMP CONSTRUCTION DETAILS
A. Pump Type: Heavy-duty vertical wet- pit, suspended column, single suction centrifugal type, Vanton Model SGC-PY200 or equal. All wetted parts of the pump shall be nonmetallic and resistant to the pumped fluids. The pumped fluids will be water and sodium hypochlorite (up to 15% solution strength). Pump shall be provided with a suction strainer with 1/4-inch holes.

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B. Materials: All wetted parts of the pump shall be polypropylene unless otherwise hereinafter specified. AISI, ASTM, etc., numbers, types, and grades specified are typical of material composition and quality. Equivalent materials will be considered if demonstrated to be resistant to pumped fluid.

C. Depth of Setting: Length from botto m of mounting plate to bottom of pump strainer shall be 2’-10”. An extension pipe is not allowed. Verify dimensions with CONTRACTOR prior to fabrication.

D. Impeller: Enclosed or semi-open type, constructed from polypropylene. Secure to shaft by key and capscrew and washer, impeller nut, or thread-on construction.

E. Shaft: Stainless steel, hardened, ASTM A276, Type 316 shaft completely encased in thick-sectioned polypropylene plastic.

F. Shaft Sleeve: Sleeve shall be securely locked against shaft rotation. Sleeve shall extend beyond gland.

G. Discharge Pipe: Schedule 80 polypropylen e discharge pipe extending through the cover plate and terminating in the 120 psig ANSI Standard flanged discharge connection.

H. Thrust Bearing: Regreasable steel ball or roller type with addition and relief fittings rated for 25,000 hours as defined by AFBMA Standards.

I. Lineshaft Bearing: Ultra pure ceramic on filled Teflon.

J. Baseplate: Polypropylene, adequately sized to span and mount over opening as shown on the Drawings; CONTRACTOR sh all coordinate. Factory mount pump and discharge pipe on baseplate.

K. Motor Support Frame: Cast iron or fabr icated steel, designed to permit access to pump bearing(s) and flexible coupling. Motor mounting surface shall be designed for standard NEMA P flange motor.

L. Shaft Seal: A V-ring vapor seal to prevent escape of corrosive vapors up the pump shaft shall be affixed to the plas tic portion of the shaft sleeve where it penetrates the mounting plate. The V-ri ng shall run against a stationary ceramic seat on the mounting plate.

M. Shaft Column: The pump’s centrifugal pump head shall be mounted to a thick wall PVC column.

N. Casing: Pump casing shall be centrif ugal bottom suction, radically split, single volute design constructed entirely of PVC.

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2.03 DRIVE MOTOR
A. The pump and motor shall be flexibly coupled with a Woods Sureflex coupling, with OSHA coupling guard. Couplings re quiring lubrication are not acceptable.

Designs which use rigid coupling or carry th e thrust in the motor bearings are not acceptable.

B. Motors shall be standard C-face, NE MA Design B, squirrel-cage induction type, rated 120 volts, single-phase, 60-Hz, 3/ 4-hp, 1,800 rpm, vertical, TEFC, Chem- Duty design, with a 1.15 service factor. Guar anteed rated load efficiency shall be

79.3 percent minimum, and guaranteed rated load power factor shall be 65 percent minimum. Load on any motor shall not exceed the nameplate horsepower rating at any point on the pump performan ce curve, not including service factor.

Motors shall be General Electric Severe Duty or Reliance XT.

2.04 ACCESSORIES
A. Equipment Identification Plate: 16-ga uge stainless steel with 1/4-inch die- stamped equipment tag number securely mounted in a readily visible location.

B. Lifting Lugs: Equipment weighing over 100 pounds.

C. Anchor Bolts: Type 316 stainless steel, sized by equipment manufacturer D. Cable: Provide manufacturer’s standa rd cable, length as required for connection between pump and control panel.

2.05 FACTORY FINISHING
A. Prepare and finish coat in accordan ce with Section 09900, Painting and Protective Coatings.

2.06 SOURCE QUALITY CONTROL
A. Factory Inspections: Inspect control pa nels for required construction, electrical connection, and intended function.

B. Factory Tests and Adjustments: Test all equipment and control panels actually furnished.

C. Factory Test Report: Include test data sh eets, curve test results, performance test logs.

D. Functional Test: Perform manufacturer’s standard test on equipment.

E. Performance Test:

1. Conduct on each pump.

2. Perform under simulated operating conditions.

City of Anaheim Vertical Wet-Pit Centrifugal Pumps
11181 - 5 6/27/2013

3. Test for a continuous 3-hour period without malfunction.

4. Furnish test log.

5. Adjust, realign, or modify units and retest in accordance with Hydraulic Institute Standards.

PART 3 - EXECUTION

3.01 INSTALLATION
A. Install in accordance with manufacturer’s printed instructions.

B. Level base by means of steel wedges (st eel plates and steel shims). Wedge taper not greater than 1/4 inch per foot. Us e double wedges to provide a level bearing surface for the pump and driver base. Accomplish wedging so that there is no change of level or springing of the baseplate when the anchor bolts are tightened.

C. Adjust pump assemblies such that the driving units are properly aligned, plumb, and level with the driven units and all interconnecting shafts and couplings. Do not compensate for misalignment by use of flexible couplings.

D. After the pump and driver have been set in position, aligned, and shimmed to the proper elevation, grout the space between the bottom of the baseplate and the concrete foundation with a poured, nonshr inking grout. Remove wedges after grout is set and pack void with grout.

E. Connect suction and discharge piping w ithout imposing strain to pump flanges.

F. Anchor Bolts: Accurately place using equipment templates and as specified in Section 05500, Miscellaneous Metals.

3.02 FIELD FINISHING
A. Equipment as specified in Section 09900, Painting and Protective Coatings.

3.03 FIELD QUALITY CONTROL
A. Functional Tests: Conduct on each pump.

1. Alignment: Test complete assemblies for correct rotation, proper alignment and connection, and quiet operation.

2. Vibration Test:
a. Test with units installed and in normal operation, and discharging through temporarily connected hoses to the exterior chemical fill location sump at rates between the low discharge head and high discharge head conditions specified.
b. If units exhibit vibration in excess of the limits adjust or modify as necessary. Units which cannot be adjusted or modified to conform as specified shall be replaced.

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3.04 MANUFACTURER’S SERVICES
A. Manufacturer’s Representative: Pres ent at site or classroom designated by OWNER, for minimum person-days listed below, travel time excluded:

1. One person-day for installation assist ance, system startup, testing, jobsite training, and inspection.

END OF SECTION 11181
City of Anaheim Induction Motors
16150 - 1 6/27/2013
SECTION 16150

INDUCTION MOTORS

PART 1 - GENERAL

1.01 DESCRIPTION
Requirements specified in Conditions of the Contract, Division 1, Section 16010 and Section 16100 form a part of this Section. This Section outlin es the electrical requirements for squirrel-cage induction motors.

1.02 SUBMITTALS
Submit for the Owner's approval s hop drawings, factory test repor ts, manufacturers' certified reports and technical data for motors supplied with driven equipment to the extent required in this Section, Section 16010 and the Specification Sections for mechanical equipment.

A. Shop Drawings. In addition to informati on to be included in the shop drawings as specified in Section 16010, shop drawings shall include the following:

1. Motor locked rotor and full load currents.

2. Power factors and efficiencies at full load, three quarters load and half load.

3. Motor housing material, winding materi al, NEMA Design letter, NEMA Code Letter, ambient temperatures and maximum elevations in which motor is designed to operate continuously, servic e factor, NEMA insulation Class, temperature rise, type of enclosure, voltage, bearing life and dynamic balance; all of which shall comply to the requirements of the specifications.

4. Nameplate data.

5. Dimensions and weights of motors.

6. Motor construction details.

7. Speed torque/current at 100 percent volts.

8. Wiring diagrams, internal and typical external connections.

9. Letter or standard motor manufacturer’s literature confirming that motor (or motors) are designed for use with adjustable frequency drives/SCR drives.

10. Time-current damage curves, plotted on full size log-log paper for motors 100 horsepower and larger.

B. Current Data. Submit eight copies to the Owner of field recorded current data. The data shall indicate the full lo ad current for each motor, and current rating for the overload relay in each motor starter and controller.

City of Anaheim Induction Motors
16150 - 2 6/27/2013
PART 2 - PRODUCTS

2.01 GENERAL
Motors shall be supplied by the manufacturer of the driven equipment as specified in this section, and specifically outlined in the driven equipment specifications. The Motors shall be completely fabricated, assembled, checked and tested at the factory in accordance with NEMA MG-1. The induction motors shall be Baldor , Louis Allis, Reliance, Siem ens, U.S. Electrical Motors, Westinghouse, Marathon, IEM or equal.

A. Motor Ratings.

1. Torque and slip characteri stics shall be as recommended by the manufacturer of the driven equipment and as specified. Motor manufacturer shall confirm motor capability to the specifications.

2. Motors shall have a c ontinuous rating and shall operate continuously and satisfactorily in ambient temperatures fr om minus 10 degrees celsius to plus 50 degrees celsius at a maximum elev ation of 3,300 feet without exceeding nameplate horsepower rating.

3. The motors shall have high power factor and the minimum power factor shall be 80 percent at full load.

4. Motors shall be designed for premium efficiency. Motors with the following minimum efficiencies, at full load, shall be provided:
a. 84 percent minimum efficiency sha ll be provided for motors through 5 horsepower.
b. 87.5 percent minimum efficiency sh all be provided for motors 7-1/2 through 15 horsepower.
c. 91 percent minimum efficiency shal l be provided for motors 20 through 40 horsepower.
d. 95 percent minimum efficiency shall be provided for motors 50 through 125 horsepower.
e. 96 percent minimum efficiency sha ll be provided for motors 150 to 400 horsepower.

5. The motors shall be sized so that th e maximum BHP of the load does not exceed 90 percent of the full load nameplate hor sepower of the motor unless otherwise indicated in the driven equipment specifications.

6. The motor must be able to accelerate the dr iven machine from zero to top speed at 90 percent of rated voltage without overheating.

7. The maximum locked rotor KVA/HP code letter for motors smaller than 15 HP shall not exceed the requirements for NEMA Design B motors. The maximum locked rotor KVA/HP code letter shall be Code G for motors 15 HP through 250 HP unless otherwise indicated. The maximum locked rotor KVA/HP code letter shall be Code F for motors 300 horsepower and larger unless otherwise indicated.

City of Anaheim Induction Motors
16150 - 3 6/27/2013

8. All motors shall be insulated and braced for full voltage across the line starting regardless of the starting method used.

9. Motors 1/2 HP and larger shall be NEMA MG1-1.16 Design B and shall have NEMA MG1-1.66 Class F insulation, minimum, unless otherwise indicated.

10. The temperature rise by resistance above the temperature of the cooling medium, for each of the various parts of the mo tor shall not exceed the values of the NEMA MG1-1.66 Class B insulation system as indicated in NEMA MG 1-12.43, unless otherwise indicated.

11. Motors for variable frequency drive ope ration shall be equipped with Inverter Grade® insulation system, as manufactured by US Motors, and shall meet the requirements of NEMA MG-1 Part 31.

11. All motors shall have a 1.15 service f actor at the specified maximum ambient temperature

13. Motors 1/2 HP and larger shall be 460 volts, 3 phase, 60 Hertz unless otherwise indicated.

14. Motors smaller than 1/2 HP shall be 115/230 volts, 1 phase, 60 Hertz unless otherwise indicated.

B. Motor Construction.

1. Enclosures for induction motors shall be approved for the installations and as indicated. The enclosure types shall be one of the following as outlined in the driven equipment specifications unless otherwise indicated. a. Weather Protected 1.
b. Totally-enclosed fan cooled.

2. Housing, end brackets and all outsid e components shall be cast iron.

3. A condensate drain hole shall be provid ed on all non explosi on- proof enclosed motors. The drain hole shall be provi ded in each end bracket on horizontal motors. A single drai n hole shall be provided in th e lower bracket of vertical motors.

4. The motors shall be equipped with terminal boxes for all conduit and wire connections as required.
a. The terminal boxes shall be properly sized, diagonally split, cast iron, and rotatable in 90 degree steps. Provi de a gasket between the box and motor frame and between the box and the cover. Terminal boxes shall be attached to the motor frame with grade 5 zinc plated and chromated steel bolts or cap screws. All terminal boxes shall have threaded holes for conduit entrance.

5. The castings shall be coated with a red- oxide zinc-chromate primer, and finished with a corrosion resistant epoxy coating. All fabricated steel enclosures shall be coated on all inside and outside surfaces except shafts and register fits.

City of Anaheim Induction Motors
16150 - 4 6/27/2013

6. Provide stainless steel nameplates of am ple size with clear numerals and letters. a. Nameplates shall indicate the manuf acturer, serial number, model number, type, horsepower, phase, hertz, volts, design, full load amperes, locked rotor code letter, service factor, speed, insulation class, temperature rating, information required by NEMA MG 1-10.39, NEMA MG 1-10.40 and other essential data.
b. Nameplate data shall be in the English language and units. c. Nameplates shall be secured to th e motor frame with corrosion resisting pins in accessible locations.

7. Ground lugs shall be provided in all main motor terminal boxes for grounding.

8. All motors shall have copper windings.

9. Antifriction bearings shall be grease lubricated except for vertical, high thrust motors which may require oil lubrication.
a. Grease lubricated bearings shall in clude accessible fittings for in-service, periodic relubrication.
b. Oil lubricated bearings shall be a re servoir type with a sump for settling foreign matter, accessible and exterior fill and drain plugs and a visual oil level indicator with maximum and minimum indicator levels. c. Horizontal, direct connected motor b earings shall be designed for 1 year minimum B-10 bearing life at NEMA minimum V-belt criteria for the rating.
d. Horizontal, V-belt connected motor bearings shall be designed for 3 year minimum B-10 bearing life for the a pplication V-belt drive or 1 year minimum B-10 bearing life at NEMA minimum V-belt criteria whichever is more restrictive.
e. Vertical motor bearings shall be de signed for 2 year minimum B-10 bearing life at design operating thrust. At maximum operating thrust, B-10 life shall not be less than one year. Transient (shut-off) thrust shall not exceed 30% of the static deformation limit. Motor shall be designed for 30% momentary upthrust capacity excep t 3600 RPM units which must have 30% continuous upthrust capacity. Any system which exceeds 30% upthrust must be designed for continuous upthrust at one year B-10 bearing life.
f. Pre-lubricated, double shield bearings are acceptable only on single phase and 56 frame motors.

10. The dynamic balance of motors built in frame size 143 and larger shall be 0.001 inches total amplitude or peak to peak displacement.

City of Anaheim Induction Motors
16150 - 5 6/27/2013

11. Accessories shall include the following:
a. Space heater shall be provided for we ll pump motor. The space heater shall be 120 volt, 1 phase, and adequately si zed to raise the temperature inside the motor to a minimum of 6 degrees Farenheit above ambient and provide thermistols on the windings.
b. Provide temperature sensors in stator windings of well pump motor. Six (6) RTD type temperature sensors shall be provided. RTD sensors shall be suitable for connection to GE’s Multilin 269 plus motor protector. c. Provide temperature sensors in well pump motor’s bearings. Two (2) RTD type temperature sensors shall be provided. RTD sensors shall be suitable for connection to GE’s Multilin 269 plus motor protector.

12. Motors shall have a guaranteed maximum noise level in accordance with NEMA MG1-12.49 for integral horsepower mo tors and NEMA MG1-20.50 for large motors, except where more restrictive requirements are outlined in other Sections of the Specifications.

13. Well Pump Motor shall be designed for solid state (soft) starter operation.

14. Booster Pump Motor shall be designed for variable frequency drive/inverterduty operation.

PART 3 - EXECUTION

3.01 GENERAL
Provide all the equipment installations and wiring installations, in cluding connections as indicated, specified and required. Assure proper fits for all equipment and materials in the spaces as shown on the Drawings.

A. Motors.

1. Provide power, control, alarm, and gr ounding installations for all motors as indicated and required.

2. Check the connections and provide correct rotation for all motors.

3. Record the full load current to each mo tor, and the overload relay rating in each motor starter for the certified data submittal.

4. Provide the wiring for heat ers in the motor frames a nd the required controls to deenergize the heater when the motor operates.

5. Provide the required wiring for all contro l equipment that shall be furnished and installed by other Sections of the Specifications.

6. Install the motor control stat ions as shown on the Drawings.

7. Field damaged factory finish on equipment shall be touched-up with paint that is equal in quality and color to the original factory finish.

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16150 - 6 6/27/2013

3.02 FACTORY TESTS
A. All Motors shall be given a standard co mmercial test as defined by NEMA MG 1-12.51 and IEEE 112 a and b.

B. Conduct megger test and record reading of all motor windings just prior to connecting the motor to its feeder to determine if accumulation of moisture has occurred in the motor during storage. The reading shall be documented, submitted to the engineer for review, and included in the final O&M manuals.

C. Noise Tests shall be determined by measur ement in accordance with the latest revision of IEEE-85, Test Procedure for Air Borne Noise Measurements and Rotating Electrical Machinery. The motor shall be operating dur ing test on rubber at no load with rated voltage and frequency.

D. Vibration Tests shall be per NEMA MG 1-12.07 for small and medium motors and MG 1-20.54 for large motors, except 3600 RPM mo tors greater than 250 horsepower and motors with sleeve bearings shall be test ed at full nameplate horsepower load and temperature.

E. All Testing, other than lock ed rotor conditions shall be at full voltage +5 percent.

3.03 FIELD CHECKS
A. Motor Installations shall be complete and correct.

B. Operation Tests shall be performed to observe that motors start, run and stop satisfactorily under design load.

END OF SECTION 16150

City of Anaheim 1 4/19/16

CITY OF ANAHEIM

APPENDIX E

INSTRUMENTATION AND ELECTRICAL SPECIFICATION

Table of Contents
City of Anaheim 4/19/16

INSTRUMENTATION AND ELECTRICAL SPECIFICATION

TABLE OF CONTENTS

APPENDIX E

DIVISION 13 - INSTRUMENTATION

13440 Instrumentation for Process Control: General Requirements 13441 Control Loop Description
13442 Primary Elements and Transmitters
13448 Control Panels
13449 SCADA Software and Hardware
13500 Programmable Logic Controller (PLC) Control System 13502 Operator Interface Terminal

DIVISION 16 - ELECTRICAL

16010 Electrical: General Requirements
16100 Basic Electrical Materials and Methods
16400 Service and Distribution
16900 Electrical Controls
16960 Electrical Equipment Testing

Instrumentation For Process Control: General Requirements City of Anaheim 13440-1 06/27/13
SECTION 13440

INSTRUMENTATION FOR PROCESS CONTROL: GENERAL REQUIREMENTS

PART 1 - GENERAL

1.01 SUMMARY

A. Section Includes:

1. General requirements for complete in strumentation system for process control.

1.02 QUALITY ASSURANCE

A. Referenced Standards:

1. American Society of Mechanical Engineer (ASME):
a. B31.1, Power Piping.
b. SEC II-A SA-182, Specification for Fo rged or Rolled Alloy Steel Pipe Flanges, Forged Fittings, and Valves and Parts for High-Temperature. c. SEC II-A SA-479, Specification for Stainless and Heat-Resisting Steel Bars and Shapes for Use in Boilers and Other Pressure Vessels.

2. American Society for Te sting and Materials (ASTM):
a. A269, Standard Specification for Seamless and Welded Austenitic Stainless Steel Tubing for General Service.
b. A276, Specification for Stainless and Heat-Resisting Steel Bars and Shapes.
c. A479, Standard Specification for Stainless and Heat-Resisting Steel Bars and Shapes for use in Boilers and other Pressure Vessels. d. B16, Standard Specification for Fr ee-Cutting Brass Rod, Bar and Shapes for Use in Screw Machines.
e. B68, Standard Specification for Seamless Copper Tube, Bright Annealed.
f. B75, Standard Specificati on for Seamless Copper Tube. g. B124, Standard Specification fo r Copper and Copper-Alloy Forging Rod, Bar, and Shapes.
h. B283, Standard Specification for Copper and Copper-Alloy Die Forgings (Hot-Pressed).
i. B453, Standard Specifica tion for Copper-Zinc-Lead Alloy (Leaded-Brass) Rod.

3. Institute of Electrical an d Electronic Engineers (IEEE):

Instrumentation For Process Control: General Requirements City of Anaheim 13440-2 06/27/13
a. 518, Guide for the Installation of Electrical Equipment to Minimize Electrical Noise Inputs to Controllers from External Sources. b. C62.41, IEEE Guide for Surge Vo ltages in Low-Voltage AC Power Circuits.

4. Instrument Society of America (ISA):
a. S5.1, Instrumentation Symbols and Identification.
b. S5.2, Binary Logic Diagrams for Process Operations.
c. S5.3, Graphic Symbols for Di stributed Control/Shared Display Instrumentation, Logic and Computer Systems.
d. S5.4, Standard instrument Loop Diagrams.
e. S20, Specification Forms for Process Measurement and Control Instruments, Primary Elements and Control Valves.
f. RP7.1-56, Pneumatic Contro l Circuit Pressure Test.

5. National Institute of St andards and Technology (NIST).

B. Qualifications:

1. Instrumentation subcontractor:
a. Financial capability to carry out work.
b. Maintain a qualified technical staff.
c. Have design capability.
d. Have competent service, startup, and authorized training personnel.

C. Contractor to obtain copy of City of Anaheim "Standard Specifications":

1. Follow to extent applicable to work.

1.03 DEFINITIONS

A. Calibrate: To standardize a device so that it provides a specified response to known inputs.

1.04 SYSTEM DESCRIPTION

A. Control System Requirements:

1. This Specification Section 13440 provi des the general requirements for the instrument and control system.

2. The instrument and control system consists of all primary elements, transmitters, switches, controllers, computers, recorders, indicators, panels, signal converters, signal boosters, amplifiers, special power supplies, special or shielded cable, special grounding or isolation, auxiliaries, software, wiring, and Instrumentation For Process Control: General Requirements City of Anaheim 13440-3 06/27/13
other devices required to provide complete control of the plant as specified in the Contract Documents.

B. Unless otherwise required for instrument compatibility, electric control signals shall be 4 to 20 milliampere.

C. All signals shall be directly linearly proportional to measur ed variable unless specifically noted otherwise.

D. Single Instrument ation Subcontractor:

1. Furnish and coordinate instrumentation system through a single instrumentation subcontractor. The instrumentation subcontractor will be responsible for final design and func tional operations of all systems, performance of control syst em engineering, supervis ion of installation, final connections, calibrations, preparati on of drawings and operation and maintenance manuals, startup, traini ng, demonstration of substantial completion and all other aspects of the control system.

1.05 SUBMITTALS

A. Shop Drawings:

1. See Special Provisions Section 2-13.

2. Product technical data including:
a. Acknowledgement that products submitted meet requirements of standards referenced.
b. Manufacturer's installation instructions.
1) Loop diagrams per ISA S5.4.
a) Each loop diagram and desc ription on a separate 8-1/2 x 11 IN sheet.
b) Each sheet shall contain the following minimum
information.
(1) All loop devices clearly identified.
(2) Identification of the loop and each loop
component, including connections to such things
as recorders and computers. Numbering and
tagging must agree with the P&ID.
(3) All interconnections with identifying numbers
for:
(a) Electrical cables.
(b) Conductor pairs.
(c) Pneumatic or hydraulic tubing.

Instrumentation For Process Control: General Requirements City of Anaheim 13440-4 06/27/13
(4) Identification of connections including:
(a) Junction boxes.
(b) Terminals.
(c) Bulkheads.
(d) Ports.
(e) Computer input/output connections.
(f) Grounding systems.
(5) Signal levels and ranges.
(6) Device location.
(7) Energy sources designating voltage, pressure,
and other applicable requirements.
(8) Enough process lines and equipment to clearly
show the process side of the loop and provide
clarity of control action. This includes:
(a) What is being measured.
(b) What is being controlled.
(c) Other information required to complete
the process loop.
(9) Reference to supplementary records and drawings
to show inter-relation to other control loops.
2) Instrument component technical brochures.
3) Instrument data sheets:
a) ISA S20 or approved equal.
b) Separate data sheet for each type of instrument.
4) Process connected instrument installation details containing the following minimum information:
a) Bill of materials.
b) Minimum clearances.
c) Required elevations and dimensions.
5) Comprehensive set of point-to -point wiring diagrams showing all interconnections between packaged systems or equipment control panels, motor control centers, instrumentation and all other electrical equipment as requi red to depict a complete and functional plant-wide electrical control system. Instrumentation wiring already shown on loop diagrams need not be included on point-to-point wiring diagrams.
a) Diagrams shall provide the following minimum
information:

Instrumentation For Process Control: General Requirements City of Anaheim 13440-5 06/27/13
(1) Terminal block identification (includes terminals
on remote equipment furnished by Others).
(2) Wire size.
(3) Wire type.
(4) Wire color.
(5) Wire shielding and insulation type.
(6) Conductor quantities and associated conduit size.
(7) Ground points.
(8) Interconnection requirem ents to existing systems
or equipment furnished by Others.
b) Diagrams shall be provided on Drawings of sufficient size so as to minimize the number of drawings.
(1) Maximum drawing size: 24 x 36 IN.
(2) Minimum drawing size: 11 x 17 IN.
6) Electrical schematic control diag rams. Diagrams shall include:
a) Terminal identification.
b) Unique identification of a ll control devices and contacts. (1) Utilize Owner's device identification numbers
where applicable.
c) Wire identification.
d) Equipment identification.
e) indication of remote and local devices and wiring.
f) Overcurrent protection indication.
g) Voltage.
h) All control logic.
7) Panel fabrication drawings.
8) Scaled floor plan la youts of control room.
9) PLC/DCS equipment drawings.
10) Graphic layouts.
11) Graphic component construction.
12) Nameplate layout drawings.

3. Drawings, systems, and other elemen ts are represented schematically in accordance with ISA S5.1 and S5.3. The nomenclature, tag numbers, equipment numbers, panel numbers, and related series identification contained in the Contract Documents shall be employed exclusively throughout submittals.

4. Provide circuit diagrams and certifica tion with the shop drawing indicating how voltage transient protection requirements are met.

Instrumentation For Process Control: General Requirements City of Anaheim 13440-6 06/27/13

5. Warranties: Provide copies of warran ties and list of factory authorized service agents.

6. Testing reports:
a. Source quality control reports.

B. Operation and Maintenance Manuals:

1. See Special Provisions Section 1-09.09.

1.06 DELIVERY, STORAGE, AND HANDLING

A. Do not remove shipping blocks, plugs, caps, and desiccant dryers installed to protect the instrumentation during shipment until th e instruments are installed and permanent connections are made.

PART 2 - PRODUCTS

2.01 PERFORMANCE AND DESIGN REQUIREMENTS

A. System Operating Criteria:

1. Stability: After controls ha ve taken corrective action, as result of a change in the controlled variable or a change in setpoint, oscillation of final control element shall not exceed two cycles per minute or a magnitude of movement of

0.5 percent full travel.

2. Response: Any change in setpoint or change in controlled variable shall produce a corresponding corrective change in position of final control element and become stabilized within 30 seconds.

3. Agreement: Setpoint indication of contro lled variable and measured indication of controlled variable shall agree w ithin 3 percent of full scale over a 6:1 operating range.

4. Repeatability: For any repeated magnitude of control signal, from either an increasing or decreasing direction, the final control element shall take a repeated position within 0.5 percent of full travel regardless of force required to position final element.

5. Sensitivity: Controls shall respond to se tpoint deviations and measured variable deviations within 1.0 percent of full scale.

6. Performance: All instruments and control devices shall perform in accordance with manufacturer's specifications.

B. Equipment Surge Protection:

1. Provide power supplies for electronic equipment to successfully withstand surges in AC power circuits per the wave form , voltage amplitude, current amplitude, and frequency provided in IEEE C62.41.

Instrumentation For Process Control: General Requirements City of Anaheim 13440-7 06/27/13
a. Successfully withstanding transien ts requires that none of the following conditions occur as a result of the transient:
1) Erroneous output.
2) Component failure.
3) Calibration change exceeding normal tolerances.

2.02 ACCESSORIES

A. Provide instruments with manufactur er's identification nameplate showing:

1. Manufacturer's model number.

2. Manufacturer's serial number.

3. Range. (English units)

4. Power supply requirement.

PART 3 - EXECUTION

3.01 INSTALLATION

A. Install products in accordance w ith manufacturer's instructions.

B. Install instrument mounting pipe stands level and plumb.

C. Use bottom entry for all conduit entr y to instruments and junction boxes.

D. Install electrical co mponents per Division 16.

E. Instrument Mounting:

1. Mount all instruments where they will be accessible from fixed ladders, platforms, or grade.

2. Mount all local indicating instruments with face forward toward the normal operating area, within reading distance, and in the line of sight.

3. Mount instruments level, plumb, and support rigidly.

4. Mount to provide:
a. Protection from heat, shock, and vibrations.
b. Accessibility for maintenance.
c. Freedom from interference w ith piping, conduit and equipment.

5. Do not mount current-to-pressure transducers on the control valves unless the transducers are received from the Manufacturer already valve mounted and tubed, or specific instructions to valve mount the transducers are given on the Drawings.

Instrumentation For Process Control: General Requirements City of Anaheim 13440-8 06/27/13
F. Connect surge arresters to ground.

G. Panel-Mounted Instruments:

1. Mount and wire so removal or re placement may be accomplished without interruption of service to adjacent devices.

2. Locate all devices mounted inside encl osures so terminals and adjustment devices are readily accessible without us e of special tools and with terminal markings clearly visible.

3.02 FIELD QUALITY CONTROL

A. Maintain accurate daily log of all star tup activities, calibration functions, and final setpoint adjustments.

B. Instrumentation Calibration:

1. Verify that all instruments and contro l devices are calibrated to provide the performance required by the Contract Documents.

2. Calibrate all field-mounted instrume nts, other than local pressure and temperature gages, after the device is mounted in place to assure proper installed operation.

3. Calibrate in accordance with th e manufacturer's specifications.

4. Bench calibrate pressure and temperature gages. Field mount gage within 1 day of calibration.

5. Calibrate each transmitter and gage across its specified range at 0, 25, 50, 75, and l00 percent. Check for both incr easing and decreasing input signals to detect hysteresis.

6. Replace any instrument which cannot be properly adjusted.

7. Stroke control valves with clean dr y air to verify control action, positioner settings, and solenoid functions.

8. Mark range, date, setpoint and calibra tor's initials on each instrument by means of blue or black ink on a waterproof tag affixed to the instrument.

9. Certify calibration equipment by an inde pendent agency with traceability to NIST immediately prior to utilizati on of the equipment on this Project.

Re-certify calibration equipment if the accuracy of the equipment is questioned by the Engineer.

10. Dead weight calibrate precision test gages and use as secondary calibration standards. Recalibrate precision test gages on a weekly basis or as requested by Engineer. Provide a dead weight tester certified with traceability to NIST.

Instrumentation For Process Control: General Requirements City of Anaheim 13440-9 06/27/13
C. Loop checkout requirements are as follows:

1. Check control signal generation, transmission, reception and response for all control loops under simulated operating conditions by imposing a signal on the loop at the instrument connections. Use actual signals where available.

Closely observe controllers, recorders, alarm and trip units, remote setpoints, ratio systems, and other control component s. Make corrections as required.

Following any corrections, retest the loop as before.

2. Stroke all control valves, cylinders, drives and connecting linkages from the local control station and from the control room operator interface.

3. Check all interlocks to th e maximum extent possible.

4. In addition to any other as-recorded documents, record all setpoint and calibration changes on all affected Cont ract Documents and turn over to the Owner.

D. Provide verification of system assembly, power, ground, and I/O tests.

E. Verify existence and measure adequacy of all grounds required for instrumentation and controls.

F. During the demonstration period, obser ve each signal circuit for the existence of electrical noise.

1. Utilize noise suppression techniques given in Section 6.5, "Suppressive Techniques," of IEEE 518 for all circuits for which electrical noise introduces an error greater than the instrumentation accuracy.

END OF SECTION 13440

City of Anaheim Control Loop Descriptions
13441-1 06/27/13
SECTION 13441

CONTROL LOOP DESCRIPTIONS

PART 1 - GENERAL

1.01 SUMMARY

A. Section Includes:

1. Instrumentation control loops.

1.02 QUALITY ASSURANCE

A. See Section 13440.

1.03 SYSTEM DESCRIPTION

A. Functional descriptions contained are for informational purposes intended to supplement and complement instrumentati on control schematics and other details when included in drawings and specifica tions. Provide instrumentation hardware and software as necessary to perform control functions specified herein and shown on drawings. Ensure coordi nation of instrumentation manufacturer with other work to ensure that necessary wiring, conduits, contacts, relays, converters, and incidentals are provided in order to transmit, receive, and control necessary signals to other control elements, to control panels, and to receiving stations.

B. The control loop descriptions are not in tended to be an in clusive listing of all elements and appurtenances required to ex ecute loop functions and shall not be considered equal to a bill of materials.

C. The standard PLC code and operator in terface program will be provided to the Contractor by the City for modification and installation by the Contractor.

1.04 SUBMITTALS

A. See Section 13440.

B. Submit control loop descriptions for each loop in system. Ensure that tag numbers cross reference with l oop diagrams and tag numbers shown on instrument specification forms. Describe each element and include appropriate tag number in parenthesis. When additional elements are necessary, use and assign tag number not in conflict with others and in accordance with ISA procedures.

C. Operation and Maintenance Manuals:

City of Anaheim Control Loop Descriptions
13441-2 06/27/13

1. See Special Provisions Section 1-09.09.

PART 2 - PRODUCTS - (NOT APPLICABLE TO THIS SECTION)

PART 3 - EXECUTION

3.01 CONTROL LOOPS

A. Well Pump:

1. All switches and lights except lockou t switch (LOS) and motor protection switches will be in software graphically on operator interface and will have software actions as described.

2. LOS switch will lock out pump start circuit directly in starter with indication on the operator interface.

3. Start sequence software:
a. Start signal received from remote or operator interface by PLC (momentary).
b. PLC opens pre-lubrication line so lenoid 1 minute before starting pump.
c. Pump will not start if:
1) Diversion valve is not open.
2) Motor phase unbalance.
3) Motor winding high temperature.
4) The 7-day-off timer has timed out (pump has not been operated for more than 7 days). Operator local reset at the touch screen is required.
d. Open diversion valve if it is not open, start pump. e . I f p u m p f a i l s t o s t a r t o r f l o w does not attain preset rate within adjustable time after start initia tion from remote (0-5 minutes) initiate pump fail alarm.
f. Diversion valve will remain open for timed period after pump starts, then diversion valve closes.
g. If diversion valve fails to clos e when called, sh ut down well and generate alarm.

4. During operation the fo llowing conditions will initiate a software alarm:

City of Anaheim Control Loop Descriptions
13441-3 06/27/13
a. Motor fail (from Multilin 269).
b. Low flow (software initiated).
c. Diversion valve is not closed after a delay when pump is called to run (valve fail) (hardwire input).
d. Pump is not running while still called to run (pump fail) (software initiated).
e. Chlorine level high or low (software initiated).
f. Fire common alarm (hardwire input).
g. Pump lockout shutdown.

5. During well pump operation, monitor and accumulate running time and flow totalization in software.

6. When pump is calle d to stop by remote or operator interface command (momentary) the following actions take place:
a. Open diversion valve.
b. Stop pump after preset time.
c. Close pre-lubrication line solenoid.

7. Alarms are indicated on operator interface.

B. Chlorination System:

1. Control the operation of chlorination feed pumps as specified herein and as shown on the P&IDs.

The feed pumps shall be wired for semiautomatic control, furnished with single speed motors and the flow rate shall be manually adjusted at the pump. The start/stop commands shall be issued by the PLC through local HOA switches interlocked with the well pump motor starter for permissive to run (hardwired). In normal operation the HOA switch shall be in AUTO and the well pump shall be running for the PLC to start e ither feed pump.

The PLC shall monitor the feed pump running status, run time, motor fail, and seal leakage alarms. In the event of a pump failure, the stand-by pump shall be automatically started by the PLC and a pump failure alarm issued.

When the HOA switch is in HAND mode the pump shall be started locally without the PLC intervention but still with the well pump running permissive required.

2. Monitor the level and leakage of storage tanks.

C. Input/Output:

1. As shown on drawings a nd in I/O schedule in Section 13500.

City of Anaheim Control Loop Descriptions
13441-4 06/27/13

END OF SECTION 13441
City of Anaheim Primary Elements and Transmitters
13442-1 06/25/19
SECTION 13442

PRIMARY ELEMENTS AND TRANSMITTERS

PART 1 - GENERAL

1.01 SUMMARY
A. Section Includes:

1. Flow components.

2. Pressure components.

3. Level components.

1.02 QUALITY ASSURANCE
A. Referenced Standards:

1. American Iron and Steel Institute (AISI).

2. American National Standards Institute (ANSI):
a. B16.5, Pipe Flanges and Flanged Fittings.

3. American Society of Mechanical Engineers (ASME):
a. Fluid Meters, Sixth Edition.

4. American Society for Testing and Materials (ASTM):
a. A126, Standard Specification for Gray Iron Castings for Valves, Flanges, and Pipe Fittings.
b. A182, Standard Specification for Forged or Rolled Alloy Steel Pipe Flanges, Forged Fittings and Valves and Parts for High Temperature Service.
c. A240, Standard Speci fication for Heat Resisting Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels.
d. B61, Standard Specification for Steam or Valve Bronze Castings.

5. National Electrical Manufacturers Association (NEMA):
a. ICS 6, Enclosures for Industrial Controls and Systems.

B. Miscellaneous:

1. Comply with electrical classifications and NEMA enclosure types specified in this section or shown on Drawings.

City of Anaheim Primary Elements and Transmitters
13442-2 06/25/19

1.03 SYSTEM DESCRIPTION
A. The instruments specified in this Section are the pr imary element components for the control loops shown on the "I" series Drawings and the functional descriptions specified in Section 13441. These instruments are integrated with other control system components specified under the 13440 specification series to produce the functional control defined in the Contract Documents.

1.04 SUBMITTALS
A. Shop Drawings:

1. See Section 01340.

2. Product technical data including:
a. Acknowledgement that products submitted meet requirements of standards referenced.
b. Manufacturer's installation instructions.
c. Materials of construction.
d. Minimum and maximum flow ranges.
e. Pressure loss curves.
f. Physical limits of components including temperature and pressure limits.
g. Size and weight.
h. Electrical power requirements and wiring diagrams.

3. Certifications:
a. Electrical area classification certification.

B. Operation and Maintenance Manuals:

1. See Special Provisions Section 1-09.09.

PART 2 - PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS
A. Subject to compliance with the Co ntract Documents, the Manufacturers listed in the articles describing the elements are acceptable.

B. Submit requests for substitutions in accordance with Special Provisions Section 1-

06.02. City of Anaheim Primary Elements and Transmitters 13442-3 06/25/19

2.02 MAGNETIC FLOW METERS
A. Acceptable manufacturers:

1. Sparling

2. Marsh McBirney

3. Toshiba
B. General:

1. Where indicated on the construction drawings, a magnetic flow meter shall be furnished and installed per the manufacturer’s recommendations. The magnetic flow meter shall be microprocessor -based, and bi -polar DC - pulsed coil excitation design. The meter shall be one that senses fluid flow and develops a signal directly proportional to the fluid velocity. Meter accuracy shall be ± 0.15 % of indicated rate. Calibration must be traceable to NIST, or national ly accredited flow laboratory equipment. Meter repeatability shall be ± 0.05 %. The meter shall give flow indication (in gallons per minute) and totalization (in hundreds of cubic feet) and shall have empty pipe detection. The flow meter shall have an FD A approved Polyurethane lining approved for chlorinated potable water use. The meter tube shall be constructed of 304 SST with carbon Steel flanges, class 150 with a 250 psi pressure rating. The meter shall come with a built -in grounding electrode. Flange s shall be compatible with connecting Class E pipe flanges.

2. The flow sensor shall be without obstructions. The electronics and transmitter shall be integrally mounted within a NEMA -4X enclosure. The meter remote electronics shall include an isolated 4 -20 mA output. The flow sensor electrodes shall be 316SS. The electrodes shall be non- removable design. The enclosure shall incorporate a local LED display for flow monitoring.

3. The transmitter shall be microprocessor based design and integrally mounted to t he sensor. The transmitter shall have as a standard: 1 analog output, 2 pulse outputs, 2 alarm outputs, 1 contact input (can activate 2 nd span, drive output to zero, clear totalizer, or hold output). The transmitter shall be powered by AC, 85 to 265V. The input impedance of the transmitter shall be a minimum 10 / 15 Ohms. Flow meter parameters shall be assessed locally from the front transmitter face through a password protected keypad, or RS232 connection. The transmitter shall be capable of performing on-line system diagnostics, including sensor circuit checks, along with self - verification test mode.

City of Anaheim Primary Elements and Transmitters
13442-4 06/25/19

2.03 PRESSURE TRANSMITTERS
A. Acceptable manufacturers:

1. Rosemount or SMAR with HART protocol.

B. Materials:

1. Isolating diaphragm: 316 stainless steel
C. Design and fabrication:

1. Output: 4-20 mA DC proportional to pressure.

2. Solid-state electronics two wire type.

3. Power supply: 24 V DC.

4. Adjustable zero and span.

5. Temperature limits: -20 to 160 DegF.

6. Overpressure limits: Withstand 150 perc ent of stated maximum service pressure without damage.

7. Humidity limits: 0 to 100 percent relative humidity.

8. Damping: Time constant adjustable between 0.2 and 1.67 seconds.

9. Accuracy (includes effects of linearity, repeatability and hysteresis): + 0.2 percent of calibrated span.

10. Linearity: + 0.l percent of calibrated span.

11. Hysteresis: + 0.l percent of calibrated span.

12. Stability: + 0.2 percent of upper range limit for 6 months.

13. Temperature effect at maximum calibrated span:
a. Zero error: + 0.5 percent of span per 100 DegF.
b. Total effect including span and zero errors: + 1.0 percent of span per 100 DegF.

14. Temperature effect at minimum calibrated span:
a. Zero error: + 3.0 percent of span per 100 DegF.
b. Total effect including s pan and zero errors: + 3.5 percent of span per 100 DegF.

15. Minimum 1/4 inch pressure connection.

16. Zero elevation: 600 percent of calibrated span.

17. Zero suppression: 500 percent of calibrated span.

16. Indicator: Built-in, 0-100% 2 inches round minimum.

2.04 LEVEL TRANSMITTERS
A. Acceptable manufacturers:

City of Anaheim Primary Elements and Transmitters
13442-5 06/25/19

1. Milltronics, model HydroRanger.

B. Transponder and Signal Cable:

The transponder shall include an ultrasonic signal generator/receiver and a thermal sensor encapsulated in a NEMA 4X, material resistant to chlorine corrosion. It shall be supplied with sufficient length of shielded signal cable for connection to the transmitter which may be located up to 200 feet from the transponder. The transponder shall be supplied with a connector suitable for cable conduit connection. As an alternative transponder may be making an integral part of transmitter. Mounting to be on 2-inch NPT connection.

C. Transmitter:

The transmitter shall be housed in a weather -proof NEMA 4X enclosure suitable for mounting on transponder or shall be wall mounting. It shall produce an isolated 4-20 mAdc signal. Signals shall be fully compensated for variations in ambient temperature in the range of +30oF to 120oF. Operation of the digital solid state circuitry shall be c ontrolled by a microprocessor or equivalent. The transmitter shall have range and span adjustment with resolution of 0.1 inches for direct reading zero adjustments, and for setting span. The adjustment controls shall accommodate spans of zero to 4 inches minimum and zero to maximum specified on the drawings. Automatic gain control shall be included in the transmitter amplifier to eliminate gain adjustments at installation. The transmitter shall be provided with an indicator reading 0- 100 linear with level. To assure proper adjustment of the transponder, an on/off echo strength switch shall convert the process indicator into an echo strength indicator. A hardware or software system for dampening shall be included to reduce output oscillations caused by water surface turbulence below the transponder. The accuracy shall be ±1 percent of full scale. Transmitter shall be supplied with two sets of voltage free Form C level switches adjustable at the full range of operation.

D. Calibrator:

Provide either sep arate integral internal or a single portable external electronic range simulator. The portable range simulator shall be a terminal connected solid state range calibration standard, which will allow an operator to recalibrate and adjust each system by generating an artificial target fully adjustable throughout the required measurement range. This device shall allow recalibration without process manipulation.

E. Power:

The system shall operate from 120 Vac, 60 Hz power, and variations of +10 percent in volt age of frequency shall not affect the accuracy in excess of 0.1 percent.

City of Anaheim Primary Elements and Transmitters
13442-6 06/25/19

2.05 WELL WATER LEVEL TRANSMITTER

A. Acceptable Manufacturers:

1. Rittmeyer, model MPOTRN. 100, with J -box termination enclosure MPZAD. 002, with vented cable.

B. General:

Fully submersible well water level shall be designed for long -term monitoring application. It shall be compatible for direct connection to a PLC analog input card.

C. Material:

1. Probe: 316 SST, Teflon tip.

2. Cable: Polyurethane cover over 316 SST braid, PTFE vent tube.

3. All components in contact with the well water shall be safe for use in potable water.

D. Range:

1. Pressure: 0-100 PSI

2. Temperature: 35oF – 85oF
E. Size:

1. Maximum diameter: 1-1/2 inch

2. Cable length: (To be determined)
F. Electrical:

1. Signal Output: 4-20 m Adc

2. Automatic temperature compensation of water level reading between 30 o to 86oF.

G. Accuracy:

1. Pressure sensor: ±0.15%

2.06 PRESSURE GAUGES
A. Acceptable manufacturers:

1. Ashcroft.

2. Ametek.

B. Materials:

1. Bourdon tube, socket, connecting tube: 316 stainless steel.

2. Case: Phenolic.

3. Diaphragm seal housing: 316 stainless steel.

City of Anaheim Primary Elements and Transmitters
13442-7 06/25/19

4. Pressure snubber:
a. Filter disc: 316 stainless steel.
b. Housing: 316 stainless steel.

5. See also Section 15010 2.02.G.

C. Accessories:

1. Provide valve at point of connection to equipment and at panel if panel mounted.

2. Utilize pressure snubbers with porous metal discs to provide pulsation dampening on all gauge applications which involve positive displacement equipment.

3. In-line isolating sleeve:
a. Acceptable manufacturers:
1) Red Valve.
2) Or equal.
b. Provide full 360 degree circumferential reading of line fluid with flexible in-line rubber sleeve.
c. Mounting: In-line mounting between standard ANSI pipe flanges.

4. System fill applications:
a. Liquid filled case.
b. Diaphragm seal.
c. Sealed sleeve.

5. System fill material:
a. Utilize halocarbon fill for process applications involving strong oxidizing agents. Agents include but are not limited to: C12, KMN04, FeCl, NAOH, and NaOC1.
b. Utilize manufacturer's standard fill for other applications. Ensure fill is suitable for application temperatures.

6. Provide 1/2 inch stainless steel antisiphon pigtail inlet connection for hot water and steam applications.

D. Design and fabrication:

1. All components suitable for service at 250oF.

2. Calibrate gages at jobsite for pressure and temperature in accordance with manufacturer's instructions.

3. Unless otherwise required by codes, provide stem mounted or flush mounted as required units with dial diameter as follows:

City of Anaheim Primary Elements and Transmitters
13442-8 06/25/19
Pipe Size Dial Size Gage Connection
1-1/2 Inch Or Less 2-1/2 Inch 1/4 Inch
Larger than 1-1/2 Inch 4-1/2 Inch 1/2 Inch

4. Equip with white faces, black numerals and black pointers.

5. Gage tapping position to be clear of equipment functions and movements, and protected from maintenance and operation of equipment. Gage to be readable from an accessible standing position.

6. Gage accuracy: 1 percent of full range.

2.07 LEVEL SWITCH FOR LEAK DETECTION
A leak detection system shall be provided and installed to continuously monitor and alarm a leak in the sodium hypochlorite storage tank. The system shall include a capacitance type level sensor with reference probe and electronics to provide a set of Form C dry contact, which shall be connected to the station control panel by others. Vendor may quote an alternative type of level sensor, providing detailed justification for such change. The components shall be housed in a NEMA 4X enclosure. The e nclosure shall be direct mounted on the tank. The system components shall meet the following requirements:

A. Power: 115 VAC, 60 HZ.

B. Enclosure: NEMA Type 4X UL listed for corrosive outdoor applications.

C. Relay Contact Rating: Form C (SPDT), 3A/125 VAC.

D. Acceptable manufacturers: Provided by the tank vendor.

2.08 WELL PUMP MOTOR VIBRATION TRANSMITTER
A. See Section 11005, 2.02, Item - Motor Accessories.

2.09 ACCESSORIES
A. Furnish all mounting brackets, hardware and appurtenances required for mounting transmitters.

PART 3 - EXECUTION

3.01 INSTALLATION
A. Install in accordance with manufacturer's instructions.

B. The well water level and temperature transmitter shall be installed in the 4” sounding/camera port tube. Provision shall be made to facilita te removal of transmitter when lowering the camera.

City of Anaheim Primary Elements and Transmitters
13442-9 06/25/19

END OF SECTION 13442

City of Anaheim Control Panels
13448-1 06/27/13
SECTION 13448

CONTROL PANEL

PART 1 - GENERAL

1.01 SUMMARY

A. Section Includes:

1. Control panel.

1.02 QUALITY ASSURANCE

A. Referenced Standards:

1. American Society for Tes ting and Materials (ASTM):
a. A269, Standard Specification fo r Seamless and Welded Austenitic Stainless Steel Tubing for General Service.

2. Joint Industrial Council (JIC):
a. EMP-1-1967, Mass Production Equipment.

3. National Electrical Manuf acturers Association (NEMA):
a. ICS 4, Terminal Blocks for Industrial Use.
b. ICS 6, Enclosures for Industr ial Controls and Systems. c. 250, Enclosures for Electrical Equipment (1000 V Maximum).

4. National Fire Protecti on Association (NFPA):
a. National Electric Code (NEC).

B. Miscellaneous:

1. Prior to placement of conduit feeds, assure approved control panel layouts available.

2. Assure completely matc hing color tones for any individual color specified.

3. Provide panel with the required NE MA rating per NEMA Publication No. 250 to meet classifications shown on drawings or specifications.

City of Anaheim Control Panels
13448-2 06/27/13

1.03 SUBMITTALS
A. Shop Drawings:

1. See Special Provisions Section 2-13.

2. Scaled panel face and subpanel fa ce instrument and nameplate layout drawings.

3. Panel and subpanel materials of construction.

4. Panel and subpanel dimensions and weights.

5. Panel access openings.

6. Conduit and wiring access locations.

7. Internal wiring and terminal block drawings.

8. Nameplate text.

B. Samples:

1. Color selection range of a minimum of 20 colors for panel finish paint. To be coordinated with and match the electrical panel.

C. Operation and Maintenance manuals:

1. See Section 1-09.09.

PART 2 - PRODUCTS

2.01 MATERIALS
A. Front Panel, Subpane l or Front Door: Steel.

B. Frame and Bottom Angles: Steel.

C. Too, Sides, Back, Sides, and Back Door: Steel.

D. Hinges: Stainless Steel.

E. Nameplates: Phenolic.

F. Filler Panels: Steel.

2.02 ACCESSORIES
A. Panel Nameplates and Identification:

1. Identify each item on the control panel with rectangular nameplates.

2. Provide nameplates with bl ack letters on white background.

3. Minimum letter height is 1/2 IN for in strument description and 1/4 IN height for instrument tag number.

City of Anaheim Control Panels
13448-3 06/27/13

4. For all panels which have a panel identification number, provide 2 IN high white nameplate with black, 1 IN high lettering with panel identification number.

2.03 UNINTERRUPTIBLE POWER SUPPLY
A. Manufacturers. The UPS shall be a ra ck-mount type unit, Liebert or approved equal.

B. General. An uninterruptible power syst em (UPS) shall be furnished to provide a reliable source 120 Volt, 60 HZ isolated, regulated and uninterruptible power with no break in AC output power during a complete or partial interruption of incoming line power. The UPS shall include an intelligent interface and a voltage-free alarm contact in order to keep operator advised of system status.

1. Isolation. The UPS shall provide a true, separately-derived power source with output neutral bonded to ground. There shall be no direct connection between input and output and less than 2 pF of effective input to output capacitance.

2. Regulation. The UPS output shall be regulated to within the ANSI/NEMA C84.1 point of utilization range of 104 to 127 (for 120 V AC) over the full dynamic range from no load to full load and low line AC voltage to high line AC voltage and low battery voltage to high battery voltage.

3. Uninterruptibility. The UPS sha ll provide continuous, no-break power during a power outage or momentary interruption. Standby power systems, which have any measurable transfer time and interruption of the output waveform, are unacceptable.

4. Sine-wave Power. The UPS shall provide computer-grade, sine wave power with five percent or less total harmonic distortion capacity.

5. Switch-mode Power Supply Rated. Capacity shall be rated in volt-amperes (VA) while loaded with typical computer-grade switch-mode power supplies having a power factor of 0.6 to 0.7.

6. The UPS shall be comprised of a micr oprocessor-controlled static inverter, precision battery charger, sealed maintenance-free batteries, electronic indicators and shall be contained in a single compact package.

The UPS shall be capable of monitoring from front panel, the functions and alarm conditions. The UPS shall also include front panel test capability.

7. The UPS shall have an efficiency of at least 90% when operated from AC line.

8. The output capacity of the UPS shall be a minimum of one KVA. Typical run time shall be minimum of 10 minutes when it is half loaded.

City of Anaheim Control Panels
13448-4 06/27/13

2.04 FABRICATION

A. General:

1. Fabricate panels with instrument arrangements as shown on the Drawings.

2. Prime control panels with rust inhibi tive shop applied primer and paint with one coat of epoxy enamel.

3. Finish interior of pa nel with epoxy gloss white.

4. Provide control panel which m eets the following requirements:
a. Panel depth per JIC EMP-1-1967, E7.1.4.
b. Door opening per JIC EMP-1-1967, E7.1.5.
c. Data pocket per JIC EMP-1-1967, E7.1.6.
d. Rigidity per JIC EMP-1-1967, E7.1.7.
e. Door alignment and reinforcement per JIC EMP-1-1967, E7.1.8. f. Panel holes and openings pe r JIC EMP-1-1967, E7.3.2, E7.3.3, and E7.3.4.
g. Doors per JIC EMP-1-1967, E7.5.
h. Clear panel mounting sp ace per JIC EMP-1-1967, E8.2.9. i. Panel mounted control device location per JIC EMP-1-1967, E8.3.4. j. Clearances in enclosures per JIC EMP-1-1967, E8.4.

B. Free-Standing Panels:

1. Minimum construction thicknesses:
a. Front panel, subpanel, or front door with cutouts: 0.125 IN. b. Top, sides, back, filler plates a nd side or doors with no cutouts:

Minimum thickness per, NEMA ICS 6, Tables 3-8,9.

2. Welded construction.

3. Completely enclosed, self-suppor ting, and gasketed dust-tight.

4. Edges turned back minimum of 2 IN.

5. Seams and corners welded and gr ound smooth to touch and smooth in visual appearance.

6. Arrange control panel faces continuous and flush with face of adjacent electrical panels.

7. Provide filler panels where necessary to close gaps between panels or back of panel and wall. Provide full length flush pan doors.

8. Provide full length piano hinges rated for 1.5 times door plus instrument weight.

9. Furnish doors with keyed alike lo cking handles and three point catch.

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10. Provide appropriate conduit, wiring, and instrument openings in accordance with best panel design.

11. After cutouts have been made, fini sh opening edges to smooth and true surface condition.

12. Provide each panel with lifting eyebolts. Furnish hot-dipped galvanized steel base channels.

13. Slotted bolt holes in base, 1 1/2 long for field adjustment.

C. Panel Front Construction:

1. Minimum construction thicknesses: per NEMA ICS 6, Tables 3-8,9.

2. Welded construction.

3. Edges turned and ground smooth to touch and visual appearance.

4. At joints where panel face meets si de walls, provide dustproof sponge rubber gasket entire height and face.

5. Use full length piano hi nges rated for 1.5 times door weight for panel access door.

6. Equip doors with locking devices and handle and three point catches.

7. Finish all instrument cutouts smooth and true.

D. Panel Wiring:

1. Factory wire panels to identifi ed terminal blocks equipped with compression-type terminals.

2. Install all wiring without splic ing in factory in raceways:
a. Size raceways per the requi rements of NEC Article 373. b. Raceways shall have removable covers.

3. Wire bending space shall be in accordance with Tables 307B, C in NEMA ICS 6.

4. Keep AC power lines se parate from low-level DC lines, I/O power supply cables, and all I/O rack interconnect cables.

5. Keep AC signal wires separa te from DC signal wires.

6. When I/O wiring must cross AC power wiring, it shall only do so at right angles.

7. Arrange circuits on terminal blocks plus any spare conductors on adjacent terminals.

8. Provide necessary power supplies for control equipment.

9. Equip each panel with a main thermal magnetic circuit breaker. Limit load to maximum of 80 percent of circuit breaker rating.

10. Provide all necessary stabilizin g voltage transformers, balancing potentiometers and rectifiers as n ecessary for specific instrument requirements.

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11. Assure each panel mounted device is bonded or otherwise grounded to panel or panel grounding system by means of locknuts or pressure mounting methods.
a. Equip panel with grounding terminals.

12. Arrange wiring with suffici ent clearance for all leads.

13. Wiring to subpanels or rotary switc hes shall be individually bundled and installed with a "flexible loop" of sufficient length to permit the component to be removed from panel for maintenance without disconnecting wiring.

14. Identify all wires with pl astic sleeve type wire markers at each end. Markers shall:
a. Identify circuit numbers.
b. Identify function and polarity.

15. Termination requirements:
a. Terminal block markings, mechan ical characteristics and electrical characteristics shall be in accordance with NEMA ICS 4. b. Terminals shall facilitate wire sizes as follows:
1) 120 V AC applications: Wi re size 12 AWG and smaller. 2) Other: Wire size 14 AWG and smaller.
c. Provide terminal blocks with continuous marking strip. d. Tag each I/O terminal to indicate tag number of the connected device. e. Provide terminals for individual termination of each signal shield. f. Provide 20 percent excess te rminals for future expansion.

E. Panel Lighting and Power:

1. Receptacles: One GFI duplex on inside panel face.

2. Lighting: single tube fluorescen t full length stip with switch.

F. Environmental Controls:

1. Furnish circulation fans near hot spot s where required to prevent temperature from exceeding instrument rating.

2. Over-temperature switches shall be utilized to provide special cooling if required to maintain operating temper atures within the manufacturer's specified range.

3. Air conditioning applications shall include means of preventing moisture condensation.

4. For panels or control cabinets located outside, or in area classification requiring a NEMA 4 or 4X rating:
a. Provide printed circuit boards w ith "Humiseal" conformal coating, covering entire components on bot h side of board except not covering adjustable components.

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b. Furnish gold plated edge connect ors on circuit board and socket contacts.

2.05 PANEL SCHEDULE

A. Control Panel.

1. NEMA 12 to match and line up with electrical panel.

2. Lockable outside doors keyed to same key as electrical panel.

3. Provide seismic tie down as called for in Specification Section 11005.

B. Major components. To include the fo llowing (also refer to the panel drawing):

1. 24 VDC loop power supply.

2. PLC.

3. Relays (if required.)

4. Terminal strips for connections.

5. Radio.

6. UPS

PART 3 - EXECUTION

3.01 INSTALLATION

A. Install free-standing panels on concre te pads as detailed on the Drawings.

END OF SECTION 13448

SCADA SOFTWARE AND HARDWARE 13449
SECTION 13449

SCADA SOFTWARE AND HARDWARE

PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

B. References:

1. NFPA 70 (NEC)

2. UL508

3. EN61131-2

4. IEC 61000-6-2

5. FCC (Class A)

6. UL 1604

7. CSA C22-2 #14

8. ANSI/NEMA ICS 6

9. API RP550

10. ISA S5.4

11. ISA S20

12. ISA S50.1

13. ISA S51.1

1.2 SUMMARY
A. This Section includes SCADA software and hardware for control of process equipment, process oriented machinery, and process systems.

B. The SCADA system supplier, as defined below shall be responsible for the following:

1. Supply of the plant network and main SCADA servers and/or Operator Stations.

2. Supply of all control panels that are not specifically associated with a machine or process system specified elsewhere.

3. Coordination with all panel suppliers to insure proper data transfer between the SCADA operator stations and control panels.

C. Related Sections include the following:

1. Section 13500 “Programmable Logic Controllers”

2. Section 13502 “Operator Interface Terminals”

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1.3 DEFINITIONS

A. AI: Analog Input
B. AO: Analog Output
C. Control Panel Designer: A firm or individual that is responsible for designing the layout of control panels. This person will choose the devices to be incl uded in the panel, and will decide on the actual layout.

D. CPU: Central Processing Unit
E. DI: Digital Input
F. DO: Digital Output
G. HMI: Human-Machine Interface
H. I/O Input and/or Output
I. Node: A network connection point. Examples include a PLC, PC, Operator Interface Terminal, Switch, Server, etc.

J. Open Protocol: A network protocol whose configuration code is available with or without a fee or license.

K. Operator Interface Terminal: A terminal usually embedded in a control panel that allows the operator to view a nd modify control system parameters. Operator Interface Terminals are not capable of running commercially available software.

L. Operator Station: A terminal that runs a commercially available operating system such as Windows. An Operator Station will usua lly execute the SCADA software. Operator Stations are usually desktop mounted personal computers. However, they may be computers that are designed to be embedded in the doors of control panels and M. PID: Control action, proportional plus integral plus derivative.

N. PLC: Programmable Logic Controller
O. Public Domain: A network protocol whose configuration code is available without the need to pay a fee or buy a license.

P. SCADA: Supervisory Control and Data Acquisition. A SCADA System is a computer (typically a personnel computer), or a group of computers and servers running a software dedicated for SCADA purposes. This SCADA software can exchange over industrial networks, with PLC’s, VFD’s, and other industrial devices. Typically, the SCADA software will a llow for trending, graphic display, alarm tracking, and reporting of data.

Q. SCADA System Provider : A company that takes a commercially available SCADA software package, and then develops a project specific application. This company will typically supply hardware for the SCADA software and application to operate on.

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R. SDT: Site Demonstration Test

1.4 SUBMITTALS
A. Product Data:

1. The SCADA system provider shall be responsible for the accuracy and completeness of all aspects of the SCADA submittal. This includes SCADA software detailed herein, and applicable hardware. If the SCADA system provider is providing Operator Interface Terminals, then the relevant Operator Interface Terminal Submittals must be completed in addition to the four types listed below:
a. Design submittal:
b. System Documentation Submittals
c. Testing Submittals
d. Training Submittals:

B. Each Operator Station type, and each type of SCADA software submittal , shall have a separate check sheet. This check sheet shall be an acknowledgement of all specified criteria. The check sheet will consist of three columns. The leftmost column will indicate the referenced section of the specification. The middle column will indicate rather the indicated specification criteria are met, not met, or has a variance. The rightmost column will be used to describe reasons for variances or not meeting the specified criteria. Each row on the check sheet will be for a dedicated spec section or sub section. Each specification delineation will have its own dedicated row. For instance , you cannot accept section 1.5B and its corresponding subparagraphs in a single row. You must accept 1.5B in a row, and 1.5B1 in another row.

C. SCADA system provider shall be responsible for providing accurate and complete submittals in a timely fashion so as to not cause delay to the project schedule.

D. Once submitted, SCADA suppliers shall not proceed with their associated work until the receipt of submittals marked as “Approved”, or “Approved as noted".

E. Operation and Maintenance Data: Provide documentatio n detailing routine maintenance requirements (if any) for all SCADA Server hardware and Operator Display Station hardware that is provided.

F. All submitted information shall be in English.

G. SCADA System Submittals:

1. Design Submittals:
a. Hardware Product Information Submittal:
1) Hardware product information shall include, but not be limited to: catalog cut sheets, data sheets, performance surveys, test reports, equipment lists, material list, diagrams, pictures, and descriptive material. The product information shal l cover all items including mechanical devices, mounting components, wiring, terminal strips, connectors, accessories, and spare parts. The submittal information shall show the standard and optional product features, as well as all performance data and specifications. 2) Prior to commencement of manufacture (or shipment for stock items), the SCADA System Provider shall submit for review product information for all

SCADA SOFTWARE AND HARDWARE 13449
equipment and material specified in this Section, or required to support equipment or systems specified in this RFP.
b. Power Distribution Submittal:
a) SCADA System Provider shall prepare a summary of all SCADA hardware power requirements and provide load calculations that will be used for planning power distribution across existing UPS systems. SCADA Sy stem Provider shall provide a submittal for approval 60 days prior to Comprehensive System Test.
c. Software Product Information Submittal (SPID):
1) The software documentation shall provide a comprehensive description of all software, necessary for the operatio n and maintenance of the system. A software document shall be furnished for each software or program in the System. Warranty information shall be supplied for each software or program in the System. Software License information shall be submitted for each software or program in the system, indicating the number of licenses provided for each type of program or software.
2) The SCADA System Provider shall submit software documentation for review within 21 calendar days of Contract award. Software procurement shall not begin until submittal review is successful.
d. Connection Diagrams:
1) Connection diagrams shall show the placement, labeling and wiring of components within panels, cabinets, and consoles. Wire lists and wireless diagrams shall not be accepted. Components shall be shown arranged in the physical layout (not necessarily to scale), as it would appear to a person servicing the equipment. Wiring designations, and routing designations, will follow the projects drawings standards.
2) The SCADA System Provider sh all submit connection diagrams for all new panels, cabinets, and consoles. The SCADA System Provider shall also prepare and submit connection diagrams for existing panels, cabinets and consoles, which are modified or refurbished. Connection diagrams shall be Successfully Reviewed prior to the start of panel assembly. Loop diagrams may not be substituted for connection diagrams.
e. Interconnection Diagrams:
1) Interconnection diagrams shall show the external wiring between terminals of associated equipment, control panels, motor control centers, terminal boxes, field switches, and any other device, panel, or enclosure.

Interconnection diagrams shall clearly depict all cable tags. Cable tagging shall conform to project standards.
2) The SCADA System Provider shall prepare and submit interconnection diagrams for all major system components. Interconnection diagrams shall be Successfully Reviewed prior to the start of fabrication. f. Panel Fabrication and Layout Drawings (PLFD):
1) As a minimum, PLFD shall include front, back, and section views; the locations of all mounted components; drawing scale; nameplate engraving schedule; and structural materials and supports. A bill of material shall also be provided on the drawing, or as a separate document. All drawings shall be scaled. Overall dimensions and minimum clearances shall be shown.

Sufficient detail shall be included to demonstrate material choices, outward appearance, construction methods, and seismic force resistance. 2) Complete shop drawings shall be submitted for all panels, cabinets, and consoles which are fabricated, or modified, for this project. Reviewers shall

SCADA SOFTWARE AND HARDWARE 13449
have the right to make modifications to the interior and exterior layouts of panels as part of the shop drawing review. No additional compensation will be provided to the SCADA System Provider for changes. The SCADA System Provider shall budget for one redesign of the panel layout to incorporate the reviewers’ changes. Fabrication or modification shall not be started until PFLD submittals have been Successfully Reviewed.

2. Functional design documentation submittal:
a. Functional Network Design Document: The SCADA System Provider shall provide a functional network design document shall contain the following:
1) A complete network system diagram showing the interconne ctions between hardware subsystems. This shall include fiber optic cabling, network switches, routers, fiber patch panels and other network components. 2) Complete description of switch setup and programming to accomplish Ethernet configuration shown on the drawings.
3) Complete list of all major system components. This includes existing panels and panels not supplied by the SCADA system supplier.
4) Assignment of each component a unique device identifier. 5) Labeling of all components on all block diagrams.
6) Provide locations for all major system components
b. Functional SCADA Architecture Design Document: The SCADA System provider shall provide a Functional SCADA Architecture design document shall contain the following:
a) A complete system diagram showing the major compo nents and interconnections of the Proposed SCADA system. This shall include all servers, all Workstations, Remote Terminal Units, and PLC’s, at a minimum.
b) Any required transceivers, media converters or other interconnecting equipment shall be included on the diagram.
c) Complete description of IP addressing scheme for the proposed system d) Complete list of all major system components
e) Assign each component a unique device identifier
f) Label components on all block diagrams
g) Provide locations for all major system components.
h) An interface design for all areas where the facilities existing hardware interfaces with the new network
c. Functional Software Design Document (FSDD):
1) The FSDD shall show the top- level design of the SCADA System Provider’s proposed software in a concise manner. The complete description of support, interface, diagnostic, and general I/O software shall also be included. An inventory of major software packages, including third party, provided shall be included. A separate summary shall be provided for each major system component. The FSDD shall illustrate the flow of data from one process to another (i.e. the flow of data from field data acquisition to polling by the SCADA system to alarming to historical logging). The FSDD shall include a description of the historical data collection subsystem, including table usage and data storage rates. The document shall include, but not be limited to:
a) Polling Process, including anticipated scan rates
b) Data consolidation techniques for use in RTU
c) Peer to Peer data flow
d) Hard Drive Storage space required for each software component

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e) Memory requirements (RAM) for each software component. 2) Within 21 days from notice to proceed, the SCADA System Provider shall submit for review the FSDD submittals.
d. Installation Drawings:
1) Installation drawings shall show installation arrangements for all provided equipment, mounting and anchoring details, conduit entries into cabinets, and SCADA electrical power supply distribution conduit and wiring. Data sheets and/or catalog cuts for mounting devices, anchors, wire, and other incidental installation materials shall be included.
2) Within 21days prior to the start of System Testing, the SCADA System Provider shall submit installation drawings. System Testing shall not begin until the system installation drawing submittal has been Successfully Reviewed.

3. System Documentation Submittal:
a. Operation and Maintenance (O&M) Manuals:
1) SCADA System Provider shall supply O&M manuals for all equipment and software provided. The manuals shall be developed for electronic technician audience. The manuals shall detail preventive and restorative procedures required to keep the equipment in good operating condition. A manual, or manuals, shall be furnished for all deliverable hardware, including OEM equipment. Manuals for OEM equipment shall contain original printed materials, not copies, and may be in the manufacturer’s original format. The O&M manuals shall contain the following:
b. Instruction Manual:
1) The manual shall contain a detailed analysis of each major co mponent so that maintenance personnel can effectively service, troubleshoot, and repair the equipment. Each manual shall include a Table of Contents, and shall be divided into the following sections:
a) Introduction: The purpose of the manual, special tools and equipment, and safety precautions.
b) General Information and Specifications: A general description of each equipment item, and its specifications.
c) Listings: Include contact information for each product provider, recommended maintenance provider, and l ocal source for replacement parts.
d) Theory of Operation: Explain the relationship of all equipment to each other, and its purpose in the overall SCADA network. e) Software: Listing and explanatory text for any software or firmware. f) Operation Procedures: The locations and functional descriptions of all controller indicators, or displays.
g) Troubleshooting: A tabular list of all symptoms, probable causes of malfunction or improper operation, and probable remedies to each specific malfunction, down to the smalle st board replaceable components.
c. Preventive Maintenance Instructions:
1) These instructions shall include all applicable visual examinations, hardware testing, and diagnostic hardware/software routines. Instructions on how to load and use any test and diagnostic programs and any special or standard test equipment shall be an integral part of these procedures. d. Corrective Maintenance Specific Instructions:

SCADA SOFTWARE AND HARDWARE 13449
1) These guides shall include adequate details for quickly and efficiently locating the cause of an equipme nt malfunction and shall state the probable source(s) of trouble, the symptoms, probable cause, and instructions for remedying the malfunction. These guides shall explain how to use on- line test and diagnostic programs for all devices and any special test equipment, if applicable. The corrective maintenance specific instructions shall include:
a) Explanations for the repair, adjustment, or replacement of all equipment items.
b) Schematic diagrams of electrical, mechanical, and parts location, illustrations, phot ographs, and sectional details as necessary to facilitate repair or replacement.
c) Mechanical items requiring field repair, shall have the following:

1. Information on tolerances, clearances, wear limits, and maximum bolt-down torques

2. Information on the loading and use of special off -line diagnostic programs, tools, and test equipment

3. Cautions or warnings, which must be observed to protect personnel and equipment.

4. A list of test equipment and special tools required.

5. A list of recommended spare parts necessary to maintain and repair SCADA components. The list shall identify the specific part or model number, description, manufacturer’s name and address, commercial equivalents, and recommended quantity to be stored. The spare parts list shall indicate which compone nts (by model and serial number) have been provided with the delivered system as part of the spares inventory.
e. Drawings:
1) O&M Manual drawings (with the exception of those provided by third-party manufacturers) shall not be larger than 11 inches by 17 inches . Drawings shall be legible when reproduced using conventional office copying machines. Originals shall be provided for all third -party O&M Manual materials. Preprinted O&M Manual drawings, which do not meet the above criteria, or which must be modified t o show the actual as -built design, shall be redrawn as new specially -prepared shop drawings. Equipment manufacturer's drawings need not be duplicated or removed from the manuals.
f. Binders and Electronic Copies:
1) Each O&M Manual shall be bound in 8 1/2" x 11 inch 3-ring side binders with commercial quality hardback, cleanable plastic covers. Final versions of the O&M Manual shall also be provided on CD -ROM. The manuals shall be subdivided with permanent page dividers with tab titling clearly printed under re inforced laminated plastic tabs. Each volume shall have a Table of Contents, with each product or system description identified. g. System Operator’s Manuals:
1) The System Operator's Manuals shall describe the configuration and all functions for the systems an d equipment provided. Functional descriptions shall include algorithms necessary to fully understand the functions. The manuals shall be organized for quick access to each detailed description of the operator's procedure. The manuals shall be limited only to description of procedures for functions that are performed by the operator. The System Operator's Manuals shall serve as a complete instruction to the system and

SCADA SOFTWARE AND HARDWARE 13449
equipment and shall describe in detail the operator interfaces and operator procedures. In addition to the Operator interaction sequences, the following shall be provided, as a minimum:
a) Summary description of all major functions
b) Presentation of data on displays.
c) Description of how the system and equipment react to situations such as heavy alar ming, loss of communication links, heavy operator interaction, and loss of power and restoration of power. d) Description of the hardware configuration and device switching capabilities.
e) Description of every message and alarm that the system is capable of outputting, an explanation of what the message indicates, and what action the system operator should take.
h. System Administrator Guide:
1) The System Administrator Guide shall be a user's manual for all the corresponding systems programs. It shall include information on system generation from file backups, starting and bootstrapping the system, editing and expansion techniques (including display/report compiler, database, and applications edit), batch mode operation of software utilities, and troubleshooting to be used in conjunction with the system dumps, error and abort messages. User instructions for each of the peripherals and for all Software Engineer procedures shall be in the guide.
i. Software support materials:
1) Program Media:
a) The SCADA System Provider shall f urnish complete sets of program media documentation. These documents shall include source of all programs written by the SCADA System Provider specifically for the proposed system. This includes, RTU and PLC programs, HMI scripting, OIT applications, and objects of all programs necessary for the operation and maintenance of the systems programs. If any changes are made to programs during system test and acceptance, the SCADA System Provider shall provide, within 5 days, corrected copies of source, object, and system media.
2) Program Listings:
a) Each program listing shall include revision information. Each time a change is made in the listing, its revision level shall be documented by the party making the change. Program listings will include all in - program comm ents and documentation, and must be clearly understandable by programmers familiar with the language used.

Undocumented code is not acceptable.
3) Programmer Manuals:
a) The purpose of these manuals will be to enable systems and applications programmers, to maintain, modify, and expand the capacity and functionality of the system. These manuals shall comprise the standard manuals furnished by the computer system manufacturer covering the Operating System, Utilities, and Diagnostics, and High Level Language(s) sup plied, together with SCADA System Provider furnished manuals that are specific to the system. The manuals shall include descriptions of the procedures to be used for:

1. Computer system startup, restart, manual failover, and operation.

SCADA SOFTWARE AND HARDWARE 13449

2. Modifying and expandin g the system databases and testing revised versions.

3. Defining, linking to the database, and testing revised and new displays, logs, reports, data acquisition, process control, and data processing procedures including the addit ion of communication links, RTUs, PLC’s, and input/output points.

4. System operational troubleshooting including descriptions of the system error messages and the interpretation of crash dumps.

5. Instructions for configuring and rebuilding servers and workstations as if starting a new syst em, as well as rebuilding from backups (this will apply to peripherals applicable to the system as a whole, including network items).

6. Provide effective procedures/techniques for creating, expanding, and editing SCADA and PLC applications. Include useful backup procedures required for system recovery.
4) System Configuration Inventory List:
a) An inventory list shall be furnished for all contract material, software, documentation, spare parts, and test equipment. Hardware identification of each unique module by s erial number and each software unique module shall be included on the list. The inventory list shall include, but not be limited to, the following information:

1. Manufacturer's name, part number, and serial number

2. Quantity of units supplied with the deliverable
System/subsystem

3. Software modules supplied

4. Operating system software provided for all
CPUs/microprocessors

5. Operating systems enhancements provided

6. System documentation supplied

7. Applicable cabinet, rack number or slot, and cables. b) The inventory list, wh ich shall be prepared and updated by the SCADA System Provider, shall be subdivided by hardware, software, test equipment, spares, documentation, and training courses. Each of these major divisions shall be further subdivided to the individual deliverable item level. Each item must be defined in sufficient detail to permit identification in shipping documents and inventory checks.

The organization of the inventory list shall include provision for annotating each item with forecast and actual dates for:

1. Review (Documentation)

2. Shipping and Delivery (All items Except Documentation)

3. System Testing (Hardware and Software)

4. Site Demonstration Tests (Hardware and Software)

5. Final Acceptance (Spares, Documentation, etc.)

6. Delivery (Training Courses).
c) A preliminary version of the System Configuration Inventory List that demonstrates the form and content to be provided shall be submitted for review within 10 days of Notice to Proceed. A completed System Configuration Inventory List shall be submitted no later than 10 days prior to the scheduled start of System Testing. The SDT shall not be initiated until the System Configuration Inventory List submittal has been Successfully Reviewed. A System Configuration Inventory List

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updated to reflect any additions or changes duri ng system installation shall be included as part of the Record Documents.
5) Record Documents:
a) The SCADA System Provider, within 10 days after successful completion of Site Demonstration Test (SD T), shall submit a preliminary version of the Record Documents. Final Record Documents shall be submitted prior to the conclusion of the Site Availability Demonstration (SAD). The SAD shall not be considered complete until the final Record Documents submittal has been Successfully Reviewed.
j. Submission Procedure:
1) Within 5 days prior to the start of System Testing, the SCADA System Provider shall submit preliminary copies of the O&M Manuals, System Operator's Manuals, and System Administrator Manuals. These preliminary copies shall contain sufficient detail to review the basic outline and scope of the manuals. At least 5 days prior to the start of the first operator training session, the SCADA System Provider shall submit draft copies of the O&M Manuals, System Operator's Manuals, and System Administrator Manuals.

These draft copies shall generally be complete (at least 90%) and shall be clearly marked to indicate where all missing or incomplete information will be included. Final versions of the O&M Manuals, System Operator's Manuals, and System Administrator Manuals sh all be submitted prior to the beginning of the Site Availability Demonstration (SAD). The SAD shall not be initiated until the final submittal has been Successfully Reviewed. Five (5) printed copies of the Final O&M Manuals, System Operator's Manuals, and System Administrator Manuals, and associated drawings, shall be provided. In addition, an electronic format copy of the manuals shall be provided on CD -ROM compatible with CD -ROM drives supplied with system. Electronic documents shall be provided in both the native application used for creating the documents (MS Word, AutoCAD, etc.) and the Adobe PDF format

4. Testing Documentation Submittals
a. System Test Plan: The SCADA System Provider shall prepare and submit for review a System Test Plan within 21 days after Notice to Proceed. b. Test Procedures: The SCADA System Provider shall prepare and submit for review a Test Procedures within 21 days after Notice to Proceed. c. Test Reports: The SCADA System Provider shall prepare and submit for review a Test Report within 21 days after Notice to Proceed.

5. Training Documentation Submittals:
a. Training Plan: The SCADA System Provider shall prepare and submit for review a Training Plan within 21 days after Notice to Proceed. b. Course Outlines: The SCADA System Provider shall pr epare and submit for review a Course Outlines within 21 days after Notice to Proceed. c. Training Manuals: The SCADA System Provider shall prepare and submit for review a Training Manuals within 21 days after Notice to Proceed.

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1.5 QUALITY ASSURANCE
A. Manufacturer Qualifications: A qualified manufacturer shall have, within 100 miles of Project site, a facility, system integrator, or panel shop capable of providing training, parts, and coordination of emergency maintenance and repairs.

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

C. Comply with NFPA 70.

D. SCADA system shall use an Ethernet network as the preferred peer-to-peer network. To protect the municipality’s ability to competitively bid future projects, the Ethernet network shall utilize open protocols that are in the public domain. Equipment to convert a non- public domain Ethernet protocol to a public domain protocol shall not be accepted.

E. SCADA System Availability Requirements:
a. A fundamental objective of the SCADA System Supplier’s proposed system design shall be to ensure that no single equipment failure or temporary error condition can disable the system operation or generate any spurious control commands to the system equipment. b. Single Point of Failure:
c. The SCADA equipment configuration shall prevent any single hardware or software failure from causing loss of any system function or from causing overall system malfunction. Single hardware failures may cause loss of specific communication channels temporarily until failed equipment is replaced. d. SCADA Operational Checks: The SCADA System Supplier’s proposed system shall continually check the operation of all devices in the system and report any problem to the user. Upon detecting a malfunction, the failed operation shall be attempted a number of times (programmable) in order to determine whether the malfunction is temporary or permanent. Permanent malfunction s shall be alarmed and logged. Temporary malfunctions shall not be alarmed but shall be logged for maintenance purposes. Failed devices shall be automatically replaced by spare or backup devices if such devices are available.
e. System Availability: During the System Availability Demonstration, the SCADA system shall achieve an average availability rate for all functions of at least 99.95 percent. This is equivalent to a total downtime of approximately 4 hours per year for the System.

1.6 DELIVERY, STORAGE, AND HANDLING
A. Deliver Operator Stations and SCADA software in packaging designed to prevent damage from static electricity, and physical damage.

B. Store Operator Stations and SCADA software according to manufacturers’ requirements. As a minimum, store indoors in clean, dry space with uniform temperature to prevent condensation.

Protect Operator Stations and SCADA software from exposure to dirt, fumes, water, corrosive substances, and physical damage. Also, protect the Operator Stations and SCADA software from all forms of electrical and magnetic energy that could reasonably cause damage.

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1.7 PROJECT CONDITIONS
A. Environmental Limitations: Rate equipment for continuous operation, capable of driving full load without derating, under the following conditions, unless otherwise indicated:

1. Ambient Temperature: 0 to 40 deg C.

2. Humidity: Less than 90 percent (noncondensing).

3. Altitude: Not exceeding 6500 feet (2000 m).

1.8 SPARE PARTS
A. Furnish spare parts and consumables as described below. Material shall be packaged for long term storage and identified with labels describing contents. Coordinate with each all control panel vendor to optimize the amount of spares provided.

1. Provide Five (5) spare fuses for each type of computer power supply, monitor, UPS and other devices provided with embedded replaceable fuses.

2. Provide a spare monitor for every 10 monitors supplied of a given size and type.

Operator Interface Terminals are not included in this count.

3. Provide a spare mouse for every 10 mice used.

1.9 WARRANTY:

A. System Warranty Overview:

1. The system warranty shall consist of a full scope, in -place warranty, consistent with the provisions of the Terms and Conditions of the RFP and the Agreement. The warranty duration shall be 12 months beyond Final Acceptance. All software and hardwar e components that are part of the completed system shall be covered by the warranty. The SCADA System Provider shall coordinate any warranties provided by third party suppliers. In addition, the SCADA System Provider shall provide warranty services for the existing instrumentation shown on the drawings. This warranty service shall begin with an initial cleaning and calibration of the existing instrumentation in accordance with the equipment manufacturer’s recommendations.

1.10 MAINTENANCE:

A. Preventive Maintenance:

1. The SCADA System Provider’s price shall include the services of factory-trained service technicians continuing for 12-months beyond Final Acceptance. All equipment shall be systematically serviced according to equipment manufacturers’ service recommendations or six months, whichever is less. All preventive maintenance activities shall be documented with service reports which shall identify the equipment being serviced, state the condition of the equipment, describe all work performed, list materials use d, and include the name of the technician performing the work and his signature. A copy of all service reports shall be delivered to the facility on the day that the work is performed.

All preventive maintenance procedures shall minimize disruption of t he live system operation. No preventive maintenance procedure shall be allowed to jeopardize the

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facilities ability to monitor and control system operation. At the Facilities option, their maintenance personnel may participate in any preventive maintenance procedures.

B. Corrective Maintenance:

1. The SCADA System Provider shall provide the services of factory -trained service technicians for the purpose of performing corrective maintenance on all system hardware and software. The period of coverage for each piece of equipment shall begin upon initial equipment purchase or manufacture and shall continue for 12- month after final acceptance or until expiration of the manufacturer's warranty, whichever period is longer.

The SCADA System Provider shall provide a 24- hour, 7- day/week-service hotline for telephone notification of system malfunctions. Within 2 hours from notification by the facility the SCADA System Provider shall have a qualified service representative establish telephone contact with the facility to discuss corrective measures. If it is not possible to correct the defective operation over the telephone, the SCADA System Provider shall have a qualified service representative at the facility within 4 hours from initial notification. Prior to beginning any proced ure, the SCADA System Provider shall review the recommended action plan with the facility in order to inform of any impact on the operation of the facilit y. Once the defect has been corrected, the facility shall be notified indicating the source of the defect and specific action taken. Any spares from the onsite supply of spares used by the SCADA System Provider in correcting the system malfunction shall be replaced within 2 days. If 2 -hour response time is not provided, or other corrective maintenance requirements are not met by the SCADA System Provider, the facility shall have the right to obtain corrective maintenance from other sources and charge the SCADA System Provider reasonable time and material costs of the alternative services.

C. Software Update Services:

1. Starting with installation of the SCADA system and continuing until 12- months after Final Acceptance, the SCADA System Provider, upon authorization from Engineer , shall provide, install, test, and commission updates to the SCADA system soft ware and computer provided software within 30 days from when such updates are announced and released by the manufacturer. All updates shall be provided which are necessary to maintain the SCADA system in compliance with the Contract Documents , as well as any incremental releases. Should an update be announced and released by the manufacturer prior to the end of the 12 month period beyond final acceptance, the SCADA System Provider shall be required to install that update if authorized by Engineer.

D. Costs:

1. The cost for one year of the preventive and corrective software maintenance services and software update service described above shall be included in the Contract price.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Available Manufacturers: Subject to compliance with requirements , manufacturers offering products that may be incorporated into the Work include:

B. Qualified Manufacturers:

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1. Only manufacturers that have been selling SCADA software for a minimum of 10 years will be considered acceptable.

C. Basis-of-Design Product: Schneider Electric Wonderware Archestra SCADA software.

2.2 COMPUTERS AND PERIPHERIAL EQUIPMENT:

A. REQUIREMENTS:

1. The requirements defined in this subsection apply to the computer -based components of the SCADA System Provider’s proposed system. All workstations shall be f rom a single manufacturer and be from the same "family" or product line. All computer equipment shall be from the equipment manufacturer's standard offering and shall not be specifically built nor require major modifications in order to meet the requirements set forth in this Specification.

2. Computer related components shall be covered by the computer manufacturer’s 3 year Next Business day on-site service warranty that includes parts and labor.

B. MINIMUM HARDWARE REQUIREMENTS:

1. Workstations will be HP t620 or an equivalent with equal or higher quality. Unless specified below, the minimum workstation hardware requirement will be as follows:
1) 3.00 Ghz Intel® Pentium 4 processors w/2 MB Cache
2) 2GB ECC RAM
3) HP 20” flat panel monitor
4) 80 GB Hard Drive, ATA-100 interface, 7200 RPM
5) 48X CD-ROM and 48X CD-RW/DVD combo
6) Two (2) 3COM 3C905 10/100 Ethernet, PCI Adapter, Twisted Pair network cards. Motherboard mounted Ethernet ports are not acceptable. 7) Graphics card suitable to handle the graphics of the SCADA application 8) External keyboard
9) Microsoft Mouse
10) Sound Card
11) Speakers
b. Servers will be a HP Proliant or an equivalent with equal or higher quality. Sever shall be in a rack mountable chassis. Unless specified below, t he Servers shall have the following minimum characteristics:
1) 3.00 Ghz Intel® Pentium 4 processors w/2 MB Cache
2) 4GB ECC RAM
3) HP 20” flat panel monitor
4) RAID 5 Controller
5) Drive Bay for five (5) 1 inch Hot Pluggable SCSI Hard Drives 6) Five (5) 146 GB Ultra 320 SCSI Hard Drives, 10000 RPM 7) 24X CDRW/DVD
8) Two (2) 3COM 3C905 10/100 Ethernet, PCI Adapter, Twisted Pair network cards. These are in addition to any motherboard- mounted Ethernet ports to facilitate replacement.
9) Redundant Power Supply
10) A graphics card that can handle the projects graphics capabilities. 11) External keyboard
12) Microsoft Mouse

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C. OPERATOR AND NETWORK MANAGER WORKSTATIONS:

1. The following paragraphs discuss the specific Operator and Network Management Workstations requirements for this project. This specification applies to Operator and Network Manager Workstations and Field Workstations which are thick clients. a. General Requirements: Operator or Network Manager Workstation is a position from which an operator or network manager can monitor and control the entire process and view all real -time data and all historical data via displays on a Computer Display Screen including all network activities. The workstations shall be equipped with Ethernet network interface cards to allow communications to the Local Area Network (LAN).
b. Minimum Hardware Requirements: The Operator and Network Manager Workstations shall consist of the previously specified minimum hardware configuration, with the following additional requirements:
1) Dual monitors, sized as indicated above, required for three of the workstations. Include a graphics card that makes the dual monitors work together for these stations.
c. SCADA Software Requirements:
1) The Operator and Network Manager Workstations shall have the SCADA Software loaded as specified in Section 2.3
D. PROGRAMMER WORKSTATIONS:

1. The following paragraphs di scuss the specific requirements for the Programmer Workstations.
a. General Requirements: The Programmer Workstations is a position from which a System Administrator can configure, test, and monitor the SCADA network devices. The workstation functionality will include:
1) HMI development
2) SCADA Top-End Control Strategy development
3) Report Development
4) Full HMI Thick Client functionality
5) Full HMI Thin Client Functionality
6) RTU Programming development capability
7) Overall SCADA system configuration
8) Firewall and Network Monitoring and Management.
b. Minimum Hardware Requirements: The Operator and Network Manager Workstations shall consist of the previously specified minimum hardware configuration, with the following additional requirements:
1) Dual monitors, sized as indicated above, required for three of the workstations. Include a graphics card that makes the dual monitors work together for these stations.
c. SCADA Software Requirements:
1) The Operator and Network Manager Workstations shall have the SCADA Software loaded as specified in Section 2.3
E. DATABASE SERVERS:

1. The following paragraphs discuss the specific requirements for Database Servers. These servers will interface with the SCADA System Servers for the collection and storage of historical data.
a. General Requirements: The Historian and Replicated subsystems shall capture equipment status changes, all significant changes in value for all analog points in the control system, and all alarms which occur in the system. The Historian and

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Replicated shall also generate reports based on data enterable fields, scanned, and calculated information. These database servers shall be configured to maintain historical data on-line for immediate access. The database server processors shall be physically separate from the SCADA System Servers and Operator Workstation processors and shall communicate with those other processors via the LAN. b. Hardware Requirements: As Detailed above.

F. WEB SERVER:

1. The following paragraphs discuss the specific requirements for SCADA Web Server:
a. General Requirement s: The Web Server shall enable thin clients the ability to access the SCADA System Provider’s proposed display screens, reports, trends, etc. through the use of a web browser in a read-only fashion. b. Hardware Requirements: Web Server shall reside on a dedicated Server. This Server shall be identical to the minimum server requirements listed above.

G. SCADA SYSTEM SERVERS:

1. The following paragraphs discuss the specific requirements for the SCADA System Servers:
a. General Requirements: Primarily these servers shall interface to the locally connected RTUs/PLCs, and/or remotely connected RTUs/PLCs via Ethernet/radio connection. These SCADA System Servers shall store, distribute and gather data.

The SCADA System Servers shall be configured in a redundant server sys tem configuration.
b. Hardware Requirements: As detailed above.
c. SCADA Software Requirements:
1) The Operator and Network Manager Workstations shall have the SCADA Software loaded as specified in Section 2.3
H. PRINTERS:

City Council - Successor Agency - Housing AuthorityAugust 18, 2026

City Council - Successor Agency - Housing Authority
August 18, 2026