Approval of Plans and Specifications and Authorization to Advertise for Bids for the Crosswalk at Calle Real - Fairview Center Pedestrian Hybrid Beacon (Project No. 9099)

Agenda Item B.5

CPMS CONSENT CALENDAR
Meeting Date: April 5, 2022
____________________________________________________________

TO: Mayor and Councilmembers

FROM: Charles W. Ebeling, Public Works Director

CONTACT: Debbie Talarico, Project Manager

SUBJECT: Approval of Plans and Specifications and Authorization to Adve rtise for Bids for the Crosswalk at Calle Real / Fairview Center Pedestrian Hybrid Beacon (Project No. 9099)

RECOMMENDATION:

A. Approve Plans and Specifications for the Crosswalk at Calle Real / Fairview Center Pedestrian Hybrid Beacon Project; and

B. Authorize staff to advertise a notice inviting bids for the Crosswalk at Calle Real / Fairview Center Pedestrian Hybrid Beacon Project.

BACKGROUND:

The Crosswalk at Calle Real / Fairview Center Pedestrian Hybrid Beacon Project addresses existing pedestrian crossing patterns to/from the Fai rview Avenue overcrossing on the south side of Calle Real to destinations to/from the north side of Calle Real. An existing pedestrian/bicycle path leads from Fairview A venue directly down to Calle Real and outlets across the street from a popular commercial destination. There is no pedestrian or bicycle crossing of Calle Real at this location. The project is included in the FY 2021/2022 City of Goleta Budget and is identified as CIP Project No. 9099.

On February 1, 2019, staff applied for a Cycle 4 Measure A South Coast Safe Routes to School Program Grant for pedestrian improvements. In June 2019, the Santa Barbara County Association of Governments (SBCAG) awarded Measure A Gra nt funding to the City in the amount of $297,500 with the funds requested in Fiscal Year 2020/21.

DISCUSSION:

The Crosswalk at Calle Real / Fairview Center Pedestrian Hybrid Beacon Project will provide a bicycle and pedestrian crossing on Calle Real approxi mately 550 feet west of the Fairview Avenue intersection near the Fairview Center. A Pe destrian Hybrid Beacon (PHB) will be constructed to enhance safety and improve visibil ity for bicyclists and

Meeting Date: April 5, 2022

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pedestrians. The installation of a formalized crosswalk address es existing crossing patterns from the Fairview Avenue overcrossing on the south to destinations to the north including schools, services, and the Fairview Shopping Center. The Project will provide a controlled and visible crossing to facilitate bicycle and pedestrian crossings on Calle Real.

The Crosswalk at Calle Real / Fairview Center Pedestrian Hybrid Beacon Project will include construction of Pedestrian Hybrid Beacon (PHB) signals on poles with mast-arms, developing a power supply, and installing pedestrian push butto ns, new crosswalk striping, and signage, including PHB warning and control signage. In addition to the PHB, the Project will install “activated” Blank-Out Signs to control vehicular traffic turning out of driveways. The Project will construct Americans with Disabiliti es Accessibilities (ADA) ramps at the crossing location.

The Project supports the following strategies, goals and objectives of the Strategic Plan:
x Strengthen infrastructure
x Maintain a safe community
x Ensure equity, inclusion, and a ccess in City programs, services and activities

On December 3, 2019, City Council approved a “short list” of pr e-qualified design consultants valid for up to three years. The short list was com piled based on Requests for Qualifications (RFQ) and went through an evaluation process . Staff selected Stantec Consulting Services, Inc. as a qualified consultant for design of this project and negotiated a scope of work.

In September 2020, the City entered into Professional Design Services Agreement 2020- 075 with Stantec Consultant Services, Inc. to provide design for the project. Public Works in collaboration with Stantec, has completed design of the proj ect plans and specifications. The Goleta Municipal code (GMC), Section 3.05.2 10(A) and Section

3.05.170(C), requires City Council authorization prior to publi cation of a notice inviting bids for construction project in excess of $200,000. The projec t team is prepared to go out to bid for the subject project upon City Council’s approval and authorization. A notice to invite construction bids will be published in the public newspaper, posted on the City’s website, and uploaded onto the City’s PlanetBids portal. Public Works anticipates returning to City Council with a proposed construction contract for award in late Spring 2021.

The plans and specifications for the project consist of the plan sheets, bid documents, the City general provisions, and project special provisions. The sp ecifications also incorporate by reference the City adopted engineering standards , Greenbook Standard Specifications and Standard Plans for Public Works Construction (current edition including applicable amendments), Caltrans Standard Plans and S pecifications (current edition), Occupational Safety and Health Administration (OSHA) regulations, the California Manual of Uniform Traffic Control Devices (CMUTCD), and the Caltrans Construction Manual. The full set of plans and contract specifi cations is attached and is also available for review upon request by contacting the Public Works Department. Public Works recommends that the City Council approve these plans and specifications and authorize staff to advertise for construction bids for the project.

Meeting Date: April 5, 2022

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FISCAL IMPACTS:

Project Cost Estimates

Project Components Estimated
Costs

Funding Source Funding
Amounts
Staff $31,325 Measure A Grant (206) $297,500
Design (Stantec) $60,000 Measure A (205) $153,800
Environmental Review
(Consultant)
$2,000
Estimated Appropriation
Request at time of
Construction Contract
Award
3 $252,525
ROW Acquisition N/A
ROW Engineering N/A
Construction2 $500,000
Construction
Contingency
2 $50,000
CM (Consultant)1,2 $60,000

Total: $703,325 Total: $703,325
1Construction Management includes construction manager, inspection, and material testing services.
2Cost for the construction phase are based on Engineer’s Estimate inflated to take into account the current situation of rising costs and recent high bid results. 3Actual required appropriation will be determined once bidding is closed and results are in.

Project Funding

There is approximately $379,000 of construction funds (57071) currently available for the Project in Measure A and Measure A Grant. Based on current estimate factoring in recent high bids received for similar type projects, funding adjustmen ts are likely necessary for the construction phase including construction management, inspe ction, material testing, and staff time. Following the receipt of the bids, Public Works will request an additional appropriation, if necessary, at the time that the contract is r ecommended for award.

Funding for additional construction costs will most likely be available in Measure A funds left over from recently completed projects.

The following table summarizes the FY 21/22 current project budget amounts and funding source accounts:

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The amounts in the table above are specific to the project budget in FY 21/22 only. The total project cost estimates are summarized in the first table above under the Project Cost Estimates section.

ALTERNATIVES:

The City Council may elect to not approve the plans and specifications and not authorize staff to advertise for construction bids for this project. Doin g so would delay the construction of the project and may jeopardize grant funding.

Reviewed By: Legal Review By: Approved By:

___________________ ___________________ _________________ Kristine Schmidt Megan Garibaldi Michelle Greene
Assistant City Manager City Attorney City Manager

ATTACHMENTS:

1. Final Plans and Specifications Calle Real/Fairview PHB Project Name: CIP No. 9099 Crosswalk at Calle Real Fairview Center - PHB Account Fund Type FY 21-22
Current
Budget
YTD Actual/
Encumbrance
Available
Balance
206-90-9099-
57071
Measure A –
Other
$248,795 $- $248,795
206-90-9099-
57070
Measure A –
Other
$25,596 $25,596 $-
205-90-9099-
57071
Measure A $128,927 $8,927 $120,000
205-90-9099-
57070
Measure A $24,906 $14,443 $10,463
Total $428,224 $48,966 $379,258
ATTACHMENT 1

Final Plans and Specifications for Calle Real / Fairview PHB

CITY OF GOLETA

CROSSWALK AT

CALLE REAL / FAIRVIEW CENTER -

PEDESTRIAN HYBRID BEACON (PHB)
TO BE SUPPLEMENTED BY STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION "GREENBOOK" DATED 2018 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION "GREENBOOK" DATED 2018 CALTRANS 2018 STANDARD PLANS
AND SANTA BARBARA COUNTY STANDARD DETAILS DATED SEPTEMBER 2011 PROJECT NO. 9099
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CITY OF GOLETA

CONTRACT BIDDING DOCUMENTS

SPECIFICATIONS AND STANDARD DRAWINGS

FOR THE

CROSSWALK AT CALLE REAL / FAIRVIEW CENTER -

PEDESTRIAN HYBRID BEACON (PHB)
Project No. 9099

By _____________________/
Charles W. Ebeling,
Public Works Director

Project Number: 9099
Bid Number: Bid Opening: May 19, 2022 @ 3:00 P.M.

For use with Greenbook Standard Specifications and Standard Plans 2018 Edition (including applicable amendments)

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TABLE OF CONTENTS

This contract shall be in conformance with the Standard Specification for Public Works Construction, 2018 Edition (SSPWS or Greenbook 2018) (including amendments current as of the date of the Notice Inviting Sealed Bids, which are incorporated by reference) and supplements with CALTRANS STANDARD SPECIFICATIONS, 2015 EDITION

SECTION

A. NOTICE INVITI NG SEALED BIDS ...................................................................................... A-1

B. BIDDING INS TRUCTIONS .................................................................................................. B-1

1. ATTACHMENT A TO BIDDING INSTR UCTIONS – EQUAL SUBSTITUTION REQUEST FORM……………………………………………………………………………B-11

C. PROPOSAL .................................................. ...................................................................... C-1

BIDDING SHEET ................................................................................................................. C-5

D. CONTRACT ................................................... ...................................................................... D-1

1. CONTRACT…………………………………………………………………………………….D-1

2. PERFORMANCE BOND FORM……………………………………………………………D-14

3. PAYMENT BOND FORM……………………………………………………………………D-20

E. CITY GENERA L PROVISIONS ........................................................................................... E-1 Division I – GENERAL PROVISIONS…………………………………………………………….……E-2 Section 1 – General…………………………………………………………………………...…E-2
Section 2 – Scope of Work………………………………………………………………...……E-2 Section 3 – Control of Work………………..…………………………………………………...E-3 Section 4 – Control of Materials……………………………………………………………......E-4 Section 5 – Legal Relations and Responsibilities……………………………………….……E-4 Section 6 – Prosecution and Progress of the Work…………………………………….…….E-6 Section 7 – Measurement and Payment…………………………………………….……..….E-8

Progress Payment Request Form ...................................................................... E-10 Progress Payment Request – Detail Form ......................................................... E-11 Quantity Change Verification Form .................................................................... E-12

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Final Release Payment Form ............................................................................. E-13 Post-Construction Waste Reduction & Recycling Summary Report Form ......... E-14 Acknowledgement of Final Closeout and Release of Claims Form .................... E-15 Section 8 – [Not used]………………..…………………………………………………….….E-19 Section 9 – Claim Resolution Process……………………………………………………….E-19 Section 10 – Potential Claims and Dispute Resolution………………………………….…E-19

F. CITY SPECIAL PROVISIONS ............................................................................................. F-1

APPENDICES

A. Standards

1. City of Goleta Standards / C ounty of Santa Barbara Standard Plans

2. Green Book Standard Plans

3. Caltrans Standard Plans

4. Sample Door Hanger

5. Temporary No Parking Sign
B. Water Pollution Control Plan (WPCP)
C. Prevailing Wage Rates
D. School Zone Work Hour Restriction Map

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SECTION A NOTICE INVITING SEALED BIDS

NOTICE INVITING SEALED BIDS

FOR THE

CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PEDESTRIAN HYBRID BEACON (PHB) PROJECT NO. 9099

130 Cremona Drive, Suite B, City of Goleta, CA

PUBLIC NOTICE IS HEREBY GIVEN that the City of Goleta (“CITY”), invites sealed bids for the above stated project and will receive such bids via electronic transmission on the City of Goleta PlanetBids portal site until 3:00 P.M., May 19, 2022 , and will be publicly opened and posted promptly thereafter. Copies of t he Contract Documents and Speci fications are available from the CITY, 130 Cremona Drive, Suite B , Goleta, California 93117 upon payment of a $50.00 non- refundable fee if picked up, or payment of a $60.00 non-refundable fee, if mailed or no payment to CITY if obtained from the CITY website at http://www.cityofgoleta.org/i-want-to/view/city-bid- opportunities.

The work includes all labor, material, supervision, plant and equipment necessary to construct and deliver a finished CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PEDESTRIAN HYBRID B E A C O N ( P H B ) P R O J E C T N O . 9 0 9 9 . Work includes construction of a new Pedestrian Hybrid Beacon (PHB) signal-controlled crosswalk with mast arms, develo ping a power supply, installing pedestrian push buttons, construc ting ADA accessible ramps, new crosswalk striping, pavement markings and installing applicab le PHB warning and control sign age. Night-work is required for project activities that will impact traffic at the intersection of Calle Real and Fairview Avenue, such as but not limited to, demoliti on, reconstruction of driveways, and striping. The contract period is Forty (40) Working Days. This contract period excludes time for equipment procurement and coordination with outside agencies, such as Southern California Edison (SCE). Coordination and scheduling of new service with SC E shall be Contractor’s respon sibility, and reasonable project schedule impacts shall be negotiated with the Agency as needed.

A Pre-Bid Meeting is not scheduled for this project.

Bidders must be registered on the City of Goleta’s PlanetBids portal in order to receive addendum notifications and to submit a bid. Go to PlanetBids for bid results and awards. It is the responsibility of the bidder to submit the bid with sufficient time to be received by PlanetBids prior to the bid opening date and time. Allow time for tech nical difficulties, uploading , and unexpected delays. Late or incomplete bids will not be accepted.

The bid must be accompanied by a bid security in the form of a money order, a certified cashier’s check, or bidder’s bond executed by an admitted surety, made pa yable to CITY. The bid security shall be an amount equal to ten percent (10%) of the total annu al bid amount included with their proposals as required by California law.

Note: All bids must be accompanied by a scanned copy of the bid security uploaded to PlanetBids.

The original security of the three (3) lowest bidders must be mailed or submitted to the office of the City Clerk at 130 Cremona Drive, Suite B, Goleta, California 93117, in a sealed envelope and be received or postmarked within three (3) City business days after the bid due date and time for the bid to be considered. The sealed enve lope should be plainly marked on the outside, “SEALED BID

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SECURITY FOR CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PEDESTRIAN HYBRID BEACON (PHB) PROJECT NO. 9099.”
The Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations (DIR) per California Labor Code Section 1771.4, inclu ding prevailing wage rates and apprenticeship employment standards. Affirmative action to ensu re against discrimination in employment practices on the basis of race, color, national origin, ancestry, sex, or religion will also be required. The CITY hereby affi rmatively ensures that all bus iness enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national ori gin, ancestry, sex, or religi on in any consideration leading to the award of contract.

A contract may only be awarded to the lowest responsive and responsible bidder that holds a valid Class “A” Contractor’s license, Class “C” Electrical specialty, or specialty licensing in accordance with the provisions of the California Business and Professions Code.

The successful Bidder will be required to furnish a Performance Bond and a Payment Bond each in an amount equal to 100% of the Contract Price. Each bond shall be in the forms set forth herein, shall be secured from a surety company that meets all State of California bonding requirements, as defined in Code of Civil Procedur e Section 995.120, and that is a California admitted surety insurer.

Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid pr oposal, or enter into a contrac t to perform public work must be registered with the DIR. No Bid will be accepted, nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the DIR to perform public work. If awarded a contract, the Bidder and its subcontractors, of any tier, shall maintain active registration with the DIR for the duration of the Proj ect. Failure to provide proof o f the contractor’s current registration pursuant to Labor Code Section 1725.5 may result in rejection of the bid as non-responsive.

Pursuant to Public Contract Code section 22300, the successful bidder may substitute certain securities for funds withheld by CITY to ensure performance und er the Contract or, in the alternative, request the CITY to make payment of retention to an escrow agent.

Any protest to an intended award of this contract shall be made in writing addressed to the City Clerk prior to the award. Any protest may be considered and act ed on by the City Council at the time noticed for award of the contract. To request a copy of the notice of agenda for award, please contact the City Clerk (805) 961-7505 or register on the CITY’s website (www.cityofgoleta.org).

For information relating to the details of this Project and bid ding requirements contact Debbie Talarico in writing at [email protected].

CITY OF GOLETA

_____________________________
Deborah S. Lopez, City Clerk

CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PEDESTRIAN HYBRID BEACON (PHB) PROJECT NO. 9099

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Published:

Santa Barbara Independent: April 14, 2022 and April 28, 2022

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SECTION B BIDDING INSTRUCTIONS

1. DEFINITIONS. Unless provided otherwise, the definitions in the contract docu ments are applicable to all bidding documents.

1.1 “Addenda” means written or graphic instruments issued by th e City before the bid deadline that modify or interpret the bidding documents by addi tions, deletions, clarifications, or corrections.

1.2 “Alternate” means an amount sta ted in the Bid for which the B i d d e r o f f e r s t o perform the Work described in the Bidding Documents as Alternat e Work, to be added or deducted from the Total Base Bid, which shall be the C ontractor’s responsibility if the City accepts the Alternate Bid Item.

1.3 “Bid Deadline” means the date and time designated in the no tice inviting sealed bids as the last date and time for receipt of bids, as may be revised by addenda.

1.4 “Bidder” means a person or firm that submits a bid.

1.5 “Bidding/Contract Document s” means the Contract, Addenda, N otice Inviting Sealed Bids, bidding instructions, Bid (including documentation accompanying the Bid and any post-bid documentation submitted prior to the Notic e of Completion) when attached as an exhibit to the Contract, the Bonds, permits from jurisdictional regulatory agencies, Special Provisions, Plans, Standard Plans, Standard Specifications, Reference Spec ifications, Change Orders, and Su pplemental Agreements.

1.6 “Contract Price” means the to tal aggregate amount of the Co ntractor’s bid price based on the estimated quantities listed in the Bidding Sheet a s set forth in the award of the Contract approved by the City Council, subject to adjustment for variances in quantities and changes pursuant to Change Orders e xecuted in accordance with the Contract Documents.

1.7 “Inspector” means the person designated by the engineer to ensure specification compliance.

1.8 “Total Base Bid” means the sum stated in the bid for which bidder offers to perform the Work described in the bidding documents, but not including alternates.

1.9 “Unit or Contract Unit Pric e” means an amount entered in th e bid by bidder or a “Contract Item” price establishe d by the City in the bid, as a price per unit of measurement for payment for materials, equipment or services in cluding taxes, supervision, overhead and profit for a portion of the work described in the Contract Documents.

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2. BIDDER’S REPRESENTATIONS. By making its bid, bidder represents that:

2.1 Bidder has read, understood, and made the bid pursuant to t he requirements in the Contract Documents.

2.2 The Bidder, at its sole cost and expense, has carefully exa mined the Contract Documents and visited the Project site to become fully acquaint ed with the local site conditions affecting the Work to be performed including tr ansportation, disposal, handling, and storage of materials.

2.3 The bid and the Contract Uni t Prices bid are based upon the labor, materials, equipment, and systems required by the Contract Documents.

2.4 Bidder and all subcontractor s, regardless of tier, have the appropriate registrations and current licenses issued by the State of California Contract or’s State License Board and Department of Industrial Relations (DIR) for the Work to be performed.

If bidder is a joint venture, the bidder will have a joint vent ure license appropriate for the performance of the Work, and each member of the joint venture will likewise have the appropriate license. Bus iness and professions code §§ 7000-7191 establish licensing requirements for contractors. If a bidder, that is a specialty contractor, submits a bid involving 3 or more specialized building trades, the Work of which is more than incidental and supplemental to the performance of the Work for which bidder holds a specialty contractor license, bidder must also hold either (1) a specialty contractor “C” license in each such trade or (2 ) a general engineering contractor “A” license. This requirement is applica ble whether or not bidder lists a subcontractor for each such trade.

2.5 Bidder shall have the experti se, including the Responsible Managing Officer (RMO) for the Contractor Company, demonstrating a minimum of th ree (3) years' experience successfully performing projects of the same type, m agnitude, and character of the work bid, and financial capacity to perform an d complete all obligations under the Contract D ocuments. The person executing the bid form is duly authorized and empowered to execute the bid form on bidder’s behalf.

2.7 Bidder is aware of and, if awarded the contract, will comply with legal requirements in its performance of the Work.

2.8 Bidder is aware of and, if identified as the apparent lowes t responsible bidder, would be required to pay City business license fee(s).

2.9 Bidder shall not damage or endanger and shall preserve and protect adjacent properties.

2.10 Bidder has familiarized itse lf with the staging and mater ial storage constraints of the Project site and surrounding buildings and will confine its staging and storage operations to approved areas.

2.11 Bidder will coordinate its construction activities with th e other contractors and utility companies performing work on the Project site, if any, including, but not limited to, any separate contractor retained by the City.

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2.12 Bidder has checked the figur es set forth in the bid schedule and understands that neither the City nor any officer or employee therefore will be responsible for any misunderstandings, errors, or omissions on the part of the Bidder in submitting its Bid. The failure of a Bidder to receive or examine any of the B idding Documents or to inspect the site shall not relieve such Bidder from any obligation with respect to the Bid, the Contract, or the Work required under the Contract Documents.

3. CONTRACT DOCUMENTS.

3.1. Bidders may obtain complete sets of the Contract Documents from PlanetBids, the City of Goleta website, or the City’s Public Works Department f or the sum stated in the notice inviting sealed bids.

3.2. Bidders will use a complet e set of Contract Documents in preparing bids.

3.3. The City makes copies of th e Contract Documents available, on the above terms, for the sole purpose of obtaining bids for the Work and does no t confer a license or grant permission for any other use of the Contract Documents.

3.4. The City does not assume any liability or responsibility based on any defective or incomplete copying, excerpting, scanning, faxing, downloading, or printing of the Bidding Documents.

4. INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS.

4.1. Before submitting its bid, bidder will carefully study and compare the various documents comprising the Contract Documents and compare them with any other work being bid concurrently or pr esently under construction whi ch relates to the Work for which the bid is submitted; will examine the project s ite, the conditions under which the Work is to be performed, and the local conditions; and will at once report to the City’s representativ e errors, inconsistencies, or ambiguities discovered. The drawings and specifications contained in these Contract Documents do not constitute a r epresentation or warranty that a ny conditions shown therein actually exist. A ll soil and test hole data, grou ndwater elevations, and soil analyses shown on the Plans or included in the Special Provisions apply only at the location of the test holes and to the depths indicated.

4.2. Bidder requests for clarifi cation or interpretation of the Contract Documents will be addressed to the City’s representative at least five (5) calendar days before the bid deadline.

4.3. Clarifications, interpret ations, corrections, and changes to the Contract Documents will only be made by addenda. Purported clarifications, interpretations, corrections, and changes to the Contract Doc uments made in any other manner will not be binding and bidders will not rely upon them.

5. PRODUCT SUBSTITUTIONS. No requests for product substitutions will be considered before award of contract unless requested through the Request f or Information (RFI) process so that all bidder s will be informed. Bidders wis hing to obtain authorization for an or equal subs titution of an equivalent mat erial, product or equipment, shall submit all requests for or equal substitution using the form

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included as Attachment A to these Bidding Instruct ions, together with data substantiating Bidder’s representat ion that the non-specified i tem is of equal quality to the item. Requests for product substitutions not handled through the RFI process will only be considered af ter award of the contract and in the manner provided for in the contract doc uments. Authorization of an equ al substitution of equivalent materials is solely within the discretion of the City and, if given, shall be made by Addendum or Change Order issued by the City. Bids shall not be based on any or equal substitution request that has not been authorized in writing by City Addendum. In the absence of a wri tten Addendum authorizing a pre-Bid or equal substitution request, the request shall be deemed denied.

6. SUBCONTRACTORS.

6.1. Each bidder will list in the bid form all first-tier subco ntractors that will perform work, labor or render such services in excess of ½ of one percent of the total bid of the total bid or $10,000, whichever i s greater. The bid form contai ns spaces for the following information when listing subcontractors: (1) work act ivity; (2) name of subcontractor; (3) city of subc ontractor’s business location; ( 4) California contractor’s license number, and (5) DIR public works contracto r registration number. An inadvertent error in listing the California contract or’s license number or public works contractor registration number shall not be grounds for filing a bid protest or grounds for considerin g the bid nonresponsive if the corrected contractor's license number is submitted to the City by the Bidder within 24 hours after the bid opening and provi ded the corrected contractor's l icense number corresponds to the submitted name and location for that subcont ractor. Failure to list any of these other items on the bid form will result in the City treating the bid as if no subcontractor was listed for the work and that bidder rep resents to the City that it is fully qualified to perform that portion of the Work and will so perform such Work.

6.2. Substitution of subcontractors after the bid deadline who are listed in the bid form will only be allowed with the Cit y’s written consent and in acc ordance with California law.

7. ADDENDA.

7.1. Before the Bid Deadline, the City may modify the Work, the Bidding Documents or any portion(s) thereof by the issuance of written addenda. Adde nda will be in writing and issued only by the City.

7.2. Addenda will be posted to the City’s website, PlanetBids, and distributed to certain plan rooms. Addenda will be mailed or delivered to all who are known by the City to have received a complete set of Contract Documents and who have provided a mailing address for receipt of addenda.

7.3. Copies of addenda will be made available for inspection at the City’s Public Works Department.

7.4. The City will issue addenda so that they are received by p rospective bidders not less than three (3) business days before the bid deadline. Addenda that withdraw

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the request for bids or postpone the bid deadline may be issued any time before the bid deadline.

7.5. Each bidder is responsible f or ensuring that it has receiv ed all issued addenda before submitting a bid. All bidd ers are required to acknowledg e and confirm receipt of each and every addendum in their Bid Proposal Form. Failure to acknowledge all Addenda may resu lt in a Bid being deemed nonres ponsive and not eligible for award of the Contract.

8. NOT USED

9. FORM AND STYLE OF BIDS.

9.1. Bids will be submitted on t he bid form included with the Contract Documents. Bids not submitted on the City’s bid form will be rejected.

9.2. Bidder’s failure to submi t a price for any alternate or unit price will result in the bid being considered as non-responsive. If alternates are called for and no change in the lump sum base bid is required, enter “no change.”

9.3. Each bidder must fill out t he “bidders statement of past contract disqualifications” form stating any and all instances of contract disqualifications due to a violation of a law or safety regulation. The bidder must explain the circums tances of each disqualification.

9.4. Bidder will make no stipulat ions on the bid form nor qualify the bid in any manner.

9.5. The bids will be based upon full completion of all the Work as shown on the plans and specifications. It is expr essly understood that the plans a re drawn with as much accuracy as is possible in advance, but should errors, omi ssions or discrepancies exist in the plans which show conditions that var y from those encountered in construction, the bi dder (if awarded the contrac t) specifically agrees to construct a completed Work ready for the use and in t he manner which is intended.

9.6. The bid form will be signed by a person or persons legally authorized to bind bidder to a contract. Bidder’s representative will sign and date the declaration of eligibility to contract included in the bid form. Failure to sign and date the declaration will cause the bid to be rejected.

10. BID SECURITY.

10.1. Each bid must be accompani ed by bid security, in the amount of 10% of the Total Base Bid on the base Contract Wor k, excluding any Alternate Bid Items, as security for bidder’s obligation to enter into a contract with the City on the terms stated in the bid form and to furnish all items required by the Contract Documents.

All bids must be accompanied by a scanned copy of the bid secur ity uploaded to PlanetBids. The original security of the three (3) apparent lowest bidders must be mailed to the office of the City Clerk at 130 Cremona Drive, Su ite B, Goleta, California 93117, in a sealed envelope and be received within t hree (3) City

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business days of the bid due date and time for the bid to be considered. The sealed envelope should be plainly marked on the outside identifying the names as shown in the notice inviting sealed bids.

10.2. If the apparent lowest responsible bidder fails to sign t he contract and furnish all items required by the bidding do cuments within the time limits specified in these bidding instructions, the City may reject such bidder and select the next apparent lowest responsible bidder until all bids have been exhausted or the City may reject all bids. In the event the bid is rejected, such bidder will be liable for and forfeit to the City the amount of the difference, not to exceed the amount of the bid security, between the amount of the disqua lified bid and the larger amoun t for which the City procures the Work. The City may also use the bid security to cover the cost of rebidding the project.

10.3. If a bid bond is submitted and an attorney-in-fact execut es the bid bond on behalf of the surety, a notarized and current copy of the power of attorney will be affixed to the bid bond. The surety issuing the bid bond must be admitted to provide surety within the State of California.

10.4. The City will reta in the bid security until the occurrence of one of the following:

10.4.1 All items required by t he bidding documents have been fu rnished and the contract has been signed by the successful bidder and the City.

10.4.2 The specified time has elapsed during which bids may be withdrawn.

10.4.3 All bids have been rejected.

11. BID DELIVERY.

11.1 The bid form, bid security, and all other documents requir ed to be submitted with the bid must be submitted via electronic transmission on the Ci ty of Goleta PlanetBids portal site.

11.2 Bidders must be registered on the City of Goleta’s PlanetB ids portal in order to submit a bid. Go to PlanetBids for bid results and awards. It is the responsibility of the bidder to submit the bid with sufficient time to be received by PlanetBids prior to the bid opening date and time. Allow time for technical diff iculties, uploading, and unexpected delays. Late or incomplete bids will not be accepted.

11.3 Bid Security shall be submitted in accordance with Section 10. “Bid Security” above and per the notice inviting sealed bids.

12. MODIFICATION OR WITHDRAWAL OF BID.

12.1. Bids may not be modified, withdrawn, or canceled within one hundred twenty (120) days after the bid deadline unless otherwise provided in any su pplementary instructions to bidders. The bidde r shall be prohibited from fu rther bidding on the project and the bid bond shall be forfeited. The City, at its d iscretion, may award the bid to the next responsive and responsible bidder. In the event the next bidder refuses to enter into the contract, that bidder’s bid bond shall then be forfeited.

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13. OPENING OF BIDS.

13.1 Bids submitted in the manner required by these instruction s and received on or before the bid deadline will be opened publicly.

14. EVALUATION AND REJECTION OF BIDS.

14.1. Bidders will be evaluated for responsiveness and responsi bility based on bid proposal information provided i n the bid documents under “desig nation of subcontractors” and bidder’s references.”

14.2. A responsive Bid is a Bid that conforms, in all material respects, to these Instructions to Bidders. Non-responsive Bids will be rejected.

14.3. A responsible bidder means a bidder who has demonstrated the attributes of trustworthiness, quality, fitness, capacity, and experience to satisfactorily perform fully the requirements of the Contract Bidding Documents and th e moral and business integrity and reliability that will assure good faith performance in the sole discretion of the County. Any determination of a bidder’s non-responsibility by the City shall be based on the fitness and capacity of the bidder t o satisfactorily perform the obligations of the Contract, whether or not the bid der is qualified to perform those obligations, whether or not the bidder is trustworthy, and such other bases as may be relevant.

14.4. In addition to other provisions of the Bidding Documents, upon the request of the City, a bidder whose Bid is under consideration for the award of the Contract shall promptly submit satisfactory ev idence to City showing the bidde r’s financial resources, experience in the fie ld, and organization and other factors evidencing bidder’s ability to successfully execute and complete the Contract.

14.5. The City reserves the right to reject any or all bids and to waive discrepancies, irregularities, informalities, or any other error in the bid or bidding, when to do so seems to best serve the public interest. The right of the City to waive errors applies even if the Bidding Documents state that a discrepancy, irregularity, informality, or other error make a bid nonresponsive, so long as the error does not constitute a material error. The City reserves the right, in its sole discre tion, to: judge the bidder’s representations as stated in the Bid forms and any post-Bid information to determine whether or not bidder is qualified to perform the Work; be the sole judge regarding the suitability of t he products, services, or supplie s offered; to not purchase all items or the full quantity of each item listed in the Bid Item List; reject any or all Bids; waive any deficiencies, irregularities, or informalities in any Bids or in the bidding process; modify, cancel, or withdraw the Notice Inviting Sealed Bids; issue a new Notice Inviting Sealed Bids; suspend or abandon the Project; seek the assistance of outside technical experts in Bid evaluation; requ ire a bidder to provide a guarantee (or guarantees) of the Contract by a third party; and not issue a Notice to Proceed after execution of the Contract. In submitting a Bid in response to the Notice Inviting Sealed Bids, the bidder is specifically acknowledging the City holds these rights. The Notice Inviting Sealed Bids does not co mmit the City to enter into a Contract, to reject, in its sole discretion, all B ids, nor does it obligate the City pay for any costs incurred by bidders in preparation a nd submission of a

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Bid or in anticipation of a Contract. By submitting a Bid, the bidder disclaims any right to be paid for such costs.

14.6. The City may reject any bid not accompanied by the requir ed bid security or any other item required by the biddi ng documents, or a bid which is in any other way materially incomplete, irregular or not responsive to the bid r equest in the sole determination of the City.

15. AWARD.

A. The City may retain all bids for a period of one hundred twe nty (120) days for examination and comparison, and to delete any portion of the Wo rk from the contract.

B. The City may waive nonmateria l irregularities in a bid and w ill accept the lowest responsive bid from a responsible bidder as determined by the City.

C. The City will determine the lo w bidder on the basis of the t otal bid price in words on the bidding sheet as described on the bidding sheet.

D. City Staff will identify t he apparent lowest responsive and responsible bidder and notify such bidder within one hu ndred twenty (120) days (unless the number of days is modified in any Addendum issued to bidders) after the Bid Deadline. Within fifteen (15) days after receiving the City’s written notice tha t bidder was identified as the apparent lowest responsible bidder, bidder will submit t o the City all of the following items as required by the City:

15.4.1 Two originals of the contract signed by bidder.

15.4.2 One original of the payment bond.

15.4.3 One original of the performance bond.

15.4.4 Certificates of insur ance and additional insured endorse ments on forms provided by the city.

15.4.5 Copy of current city of Goleta business license certificate.

15.4.6 Names of all subcontracto rs, with their DIR registration number, license numbers, addresses, telephone num ber, facsimile number and trad e on bidders’ company stationery. Evidenc e, as required by the city, o f t h e reliability and responsibility of the proposed subcontractors s uch as statements of experience, statements of financial condition, and references.

E. A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code or engage in the performance of any contract for public work, a s defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Bus iness and Professions Code or by Sectio n 10164 or 20103.5 of the Public C ontract Code, provided the contractor is regi stered to perform public work pu rsuant to Section

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1725.5 at the time the contract is awarded. This Project is sub ject to compliance monitoring and enforcement by the California Department of Industrial Relations.

F. If bidder submits the two orig inal signed contracts and all other items within fifteen (15) days after receiving the City’s notification, and all such items comply with the requirements of the bidding documents, the City will submit the bid to the City Council for award of Contract. Fo llowing City Council Award of Contract, the City will sign the contract and return a signed copy of the contract to bidder

16. NOTICE OF INTENT TO AWARD CONTRACT. Following the opening of bids and determination of the lowest responsible Bidder, the City will issue a notice of intent to award the Contract, identifying the Bidder to whom the City intends to award the Contract. The award of the Contracts shall be made by the City Council.

17. PUBLIC RECORDS. City seeks to conduct its business openly. Upon identification of the lowest responsive and responsib le bidder and upon notifying suc h bidder, Bids shall be regarded as public, with the exception any elements of each Bid that are identified by the Bidder as business or trade secrets and plainly marked as “trade secret,” “confidential,” or “pr oprietary.” Each element of a Bi d which a Bidder desires not to be considered public must be clearly marked as set forth above; any blanket statement (i.e. regarding entire pages, documents, or o ther, non-specific designations) shall not be sufficient and shall not bind the Ci ty in any way whatsoever. If City receives a request from a third party to ma ke a Bid available for inspection or copying, the City will notify the Bidder of t he request. If a Bidder instructs the City that the information is not to be released, City will withhold the information, provided, the Bidder expeditiously seeks a protect ive order from a court of competent jurisdiction to prevent such release. If disclosure is required by law (despite the Bidder’s request for confidentiality), the Cit y shall not in any way be liable or responsible for the disclosure of such records or part thereof.

18. BID PROTEST. Any registered Bidder may file a p rotest provided that each and all of the following are complied with:

18.1. The bid protest is in writing;

18.2. Protests based upon alleged de fects or improprieties in t he Bidding Documents are filed with the City prior to the Bid Deadline;

18.3. All other protests are f iled and received by the City not more than five (5) calendar days following the date of City’s Notice of Intent to Award the Contract; and

18.4. The written bid protest sets forth, in detail, all grounds for the bid protest, including without limitation all facts, su pporting documentation, legal a uthorities and argument in support of the grounds for the bid protest. All factual contentions must be supported by competent, admissible and credible evidence.

18.5. Any matters not set forth i n the written bid protest shal l be deemed waived. Any bid protest not conforming to the foregoing shall be rejected by the City as invalid.

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ATTACHMENT A – BIDDING INSTRUCTIONS

OR EQUAL SUBSTITUTION FORM

P r o j e c t :

L o c a t i o n :

T O :

F R O M :

1. Section, Paragraph and Page Nu mber of Specification or Drawing to which this Request applies:

2. Item specified for which substitution is requested:

N a m e o r B r a n d :

Manufacturer:

C a t a l o g N o . :

3. The proposed substitution is:

N a m e o r B r a n d :

Manufacturer:

C a t a l o g N o . :

4. Contractor is required to provi de product data for the proposed substitution consisting of the description of the product or item, reference st andards and performance test d ata, together with substantiating data, supporting the claim that the non-specified product is equal to that specified. No substitution request will be considered by the City without a completed Substitution Request form and substantiating data. Contractor shall attach hereto complete technical data, including technica l information, complete manufacturer’s catalogs, brochures and drawings, certified laboratory test rep orts and samples as applicable for the proposed substitution, installation and operating instructions, manufacturing warranties and other descriptive material.

5. Reasons for subst itution request:

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6. Detailed comparison of signifi cant qualities and properties (size, weight, durability, performance and similar characteristics) including the visual effect where applicable, for the proposed substitution in comparison with original requirements includes (list detailed comparison w ith supporting data, use separate sheets if required):

7. Installation changes and changes to Drawings and Specificati ons required by the proposed substitution are (list all required changes, use separate sheets if required):

8. Does this substitution affec t dimensions shown on Drawings?

Y e s N o

If yes, clearly indicate changes on each Drawing by Sheet No.:

9. List the effects of the proposed substitution on other parts of the Work or on separate contracts, including required changes in Drawings, dimensions, engineering and detailing costs and effect on other trades.

10. What effect does substituti on have on applicable code requirements?

11. Identify differences between the proposed substitution and the specified item.

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12. Attach a copy of manufacture r’s warranty, Manufacturer’s gu arantees and warranties of proposed and specified items are:

S a m e
D i f f e r e n t
(Explain on attachment.)
Manufacturer shall provide a letter stating the fitness for int ended use, and performance equivalence with the specified item.

13. List the name and address of three similar projects (not ne cessarily installed by Contractor) on which the proposed product was used and date of installation:

( 1 ) N a m e o f P r o j e c t :

A d d r e s s :

D a t e o f I n s t a l l a t i o n :

( 2 ) N a m e o f P r o j e c t :

A d d r e s s :

D a t e o f I n s t a l l a t i o n :

( 3 ) N a m e o f P r o j e c t :

A d d r e s s :

D a t e o f I n s t a l l a t i o n :

14. Use of the substitution will cause the Contract Time to be:

S a m e
D i f f e r e n t
(Explain on attachment.)

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15. Use of the substitution will affect the critical path of th e Construction Schedule as follows (identify any proposed adjustment to the Contract Time):

1 6 . R e d u c t i o n i n t h e C o n t r a c t S u m o f $ w i l l r e s u l t f r o m u se of the substituted item.

17. Estimated cost of any engineering, design or agency fees re quired for work of all trades directly or indirectly affected by the substitution is: $ .

18. The date by which City must accept this Request in order fo r the time and cost estimates in Paragraphs 14 and 16 to remain valid is:
.

19. Contractor Affidavit. The undersigned, having thoroughly in vestigated the proposed substitution represents, certifies and declares, under penalty of perjury under the laws of the State of California that:
(1) Contractor has personally investigated the proposed substit ution and determined that it is equal or superior in all respects to the material, product, thing or ser vice specified except as specifically n o t e d : ;
(2) Contractor will provide the same warranty and correction re sponsibility for the proposed substitution that the Contractor would have provided for that specified; (3) The cost data presented is c omplete and includes all related costs under this Contract except any redesign costs and agency fees;
(4) Contractor will indemnify City from and pay all redesign, e ngineering, detailing, special inspection costs and agency fees caused by the use of this substitution; (5) Contractor will coordinate the installation of the accepted substitution, making such changes as may be required for the Work to be complete in all respects. (6) Contractor waives all claims for additional costs relating to the substitution which may subsequently become apparent; and
(7) Contractor assumes all responsibility for and will indemnif y City from and pay all direct or indirect costs and/or time impacts as a result of the use of the substitution.

Executed this _________ day of ________ 20__, at ___________, California.

(Type or print name)

Submitted by:

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(Firm)

(Address)

For use by City:
___ Accepted ___ Accepted as noted

___ Not Accepted ___ Rejected as late

(By)

(Date)

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SECTION C PROPOSAL

BID PROPOSAL
FOR

CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PEDESTRIAN HYBRID BEACON (PHB) PROJECT NO. 9099

TO THE CITY OF GOLETA (“City”):

In accordance with City’s Notice Inviting Sealed Bids, the undersigned Bidder hereby proposes to furnish all materials, equipment, tools, labor, and incident als required for the CROSSWALK

AT CALLE REAL / FAIRVIEW CENTER - PEDESTRIAN HYBRID BEACON (PHB) PROJECT NO. 9099 as set forth in the Plans, Spec ifications, and Contract Documents, and to perform all Work in the manner and time prescribed therein.

Bidder declares that this Bid is based upon careful examination of the Work site, Plans, Specifications, Bidding Instructions, and all other Contract Documents. If this Bid is accepted for award, Bidder agrees t o enter into a contract with City at the unit and/or lump sum prices set forth in the following Bid Schedule. Bidder understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to City of the Bid Security accompanying this Bid.

Bidder understands that a Bid is required for the entire Work, that the estimated quantities set forth in the Bid Schedule are so lely for the purpose of compari ng Bids, and that final compensation under the Contract will be based upon the actual quantities of Work satisfactorily completed. THE CITY RESERVES THE RIGHT TO INCREASE OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM FROM THE CONTRACT per Sections 9-1.06B and C. It is a greed that the unit and/or lump sum prices bid include all overhead, profit, appurtenant expenses, taxes, royalties, and fees. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amount, and words shall govern over figures.

If awarded the Contract, the undersigned further agrees that in the event of the Bidder’s default in executing the Contract and filing the necessary bonds and in surance certificates WITHIN FIFTEEN (15) WORKING DAYS, not including Saturdays, Sundays and legal holidays, after the City has mailed notice of the award of contract to the Bidder, the proceeds of the Bid Security accompanying this Bid shall bec ome the property of the City and this Bid and the acceptance hereof may, at the City’s option, be considered null and void.

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BID PROPOSAL
FOR

CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PEDESTRIAN HYBRID BEACON (PHB) PROJECT NO. 9099

Bids will be received before 3:00 P.M., Thursday, May 19, 2022,via electronic transmission on the City of Goleta’s PlanetBid Portal site.

Questions regarding the Contract D ocuments, Specifications, Pro posal or other Bidding Documents, shall be submitted in writing and emailed to [email protected].

The Project insurance requirem ents are per the Caltrans Standar d Specifications, as modified by the City General Provisions contained herein.

Contract Time: 40 Working Days, excluding time for equipment pr ocurement and coordination with outside agencies, such as Sout hern California Edison. Time is of the essence in the performance of this contract.

BIDDER SHALL COMPLETE:

Bidder’s Name
Street Address
City State Zip Code
Telephone Number Fax Number
E-mail

The following Addenda are acknowledged: Number Dated Initials (Bidder must fill in number and date of each
Addendum or may enter the word “none” if
appropriate)

BIDDERS Signature DATE

Tax I.D. Number

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CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PEDESTRIAN HYBRID BEACON (PHB) PROJECT NO. 9099

BIDDING SHEET (Page 1 of 3)
The cost of all labor, material, and equipment necessary for the completion of the work itemized, even though not shown or specified, shall be included in the unit or lump sum prices for the various items shown herein.

The City further reserves the right to reject any or all bids, to waive any informality or irregularity in any bid or the bidding procedure, and to delete any items of work in the award of contract. The City's decision on the bid amount is final.

Bidders must bid on all items in the Bid Schedule including the Supplemental and/or Alternative Bid Items in order for their bids to be complete. The award of contract will be based on the lowest responsive Base Bid only.

In the case of unit basis items , the amount set forth under the "Item Total" column (total base bid in words) shall be the product of the unit price bid and the estimated quantity for the item.

Bids on lump sum items are item totals. If a unit price of a lump sum item is entered and it differs from the item total, the item total prevails.

Entries are to be expressed in dollars or decimal fractions of a dollar. Symbols such as commas and dollar signs are ignored and have no significance in establishing unit price or item total.

Unit prices and item totals are interpreted by the number of di gits and decimal placement. Do not round item totals or the total bid.

In case of discrepancy between the unit price and the total set forth for a unit basis item, the unit price prevails, except as provided in (a) or (b), as follows:
(a) If the amount set forth as a unit price is unreadable or otherwise unclear, or is omitted, or is the same as the amount of the entry in the item total column, then the amount set forth in the item total column for the item shall prevail and s hall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price; (b) (Decimal Errors) If the product of the entered unit price a nd the estimated quantity is exactly off by a factor of ten, one hundred, etc., or one-tenth , or one-hundredth, etc. from the entered total, the discrepancy will be resolved by usi ng the entered unit price or item total, whichever most cl osely approximates percentagewi se the unit price or item total in the City's Final Estimate of cost.

If both the unit price and the item total are unreadable or otherwise unclear, or are omitted, the bid may be deemed irregular. Like wise, if the item total for a lump sum item is unreadable or otherwise unclear, or is omitt ed, the bid may be deemed irregul ar unless the project being bid has only a single item and a clear, readable total bid is provided. .

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BIDDING SHEET (Page 2 of 3)

BASE BID SCHEDULE
ITEM

NO DESCRIPTION UNIT QTY
UNIT

PRICE TOTAL
1 Mobilization LS 1 $
2 Traffic Control LS 1 $
3 Water Pollution Control Plan (WPCP) LS 1 $
4 Clearing and Grubbing/Demolition LS 1 $
5 Construct Sidewalk SF 1,360 $
6 Construct Curb and Gutter LF 100 $
7 Construct Curb Ramps EA 2 $
8 Construct Commercial Driveway SF 1,300 $
9 Variable Depth Cold Plane SY 620 $
10 Adjust Sewer Manhole to Grade EA 1 $
11 Adjust Water valve to Grade EA 1 $
12 Hot Mix Asphalt TONS 140 $
13 Trenching and Conduit Installation (F) LF 650 $
14 Furnish and Install Traffic Signal Pull
Box EA 7 $
15 Furnish and Install Type III-BF Service EA 1 $
16 Furnish and Install PHB Assembly,
Foundation, Cables, Wires, Blank-Out
Sign(s), Controller, Complete.

LS 1 $
17 Pavement Marking - Removal LS 1 $
18 Paint Striping – Detail 27B/39 White
Solid 6” LF 2,200 $
19 Paint Striping – Detail 39A/40 White
Dashed 6” LF 450 $
20 Thermoplastic Striping – Limit Line
White Solid 12” LF 65 $
21 Paint Striping – Detail 38 White Solid 8”
with Markers LF 285 $
22 Thermoplastic Striping–
Continental Crosswalk White 24” LF 225 $
23 Paint Striping – Detail 32 Yellow Two
Way Left Turn Lanes with Markers LF 250 $
24 Green Methyl Methacrylate Pavement
Marking SF 100 $
25 Thermoplastic Pavement Marking SF 120 $
26 Furnish and Install Traffic Sign EA 5 $

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BIDDING SHEET (Page 3 of 3)

ITEM

NO DESCRIPTION UNIT QTY
UNIT

PRICE TOTAL
27 Furnish and Install Roadside Sign Post EA 3 $
TOTAL BASE BID $

________________________________________
(Total Bid in Words)

________________________________________
Company Name of Bidder

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PROPOSED EQUIPMENT AND MATERIAL MANUFACTURERS

The Bidder must indicate the name of the manufacturer of the eq uipment, and supplier of the material, proposed to be furnished under the contract. Awarding of a contract based on this bid does not imply approval by the City of the manufacturers or sup pliers listed by the Bidder. No substitution will be permitted after award of contract except upon written approval of the City.

Equipment/Materials Supplier

1 . P o r t l a n d C e m e n t C o n c r e t e
2 . H o t M i x A s p h a l t ( H M A T y p e A ) 3 . C l a s s 2 A g g r e g a t e B a s e
4 . D e t e c t a b l e W a r n i n g S u r f a c e
5 . T r a f f i c S t r i p e a n d M a r k i n g P a i n t

6. PHB Assembly, Foundatio n, and Appurtenances

7. Controller
8 . B a t t e r y B a c k u p S y s t e m

9. Type III Service Cabinet
1 0 . P H B P o l e
1 1 . P e d e s t r i a n P u s h B u t t o n
1 2 . P u l l B o x e s
Additional items in the Special Provisions

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DESIGNATION OF SUBCONTRACTORS
Bidder proposes to subcontract certain portions of the Work whi ch are in excess of one-half of one percent (0.5%) of the total amount base bid or $10,000, whichever is greater, and to procure materials and equipment from suppliers and vendors.

These Subcontractors are identified as follows:

Work to be
Performed
Subcontractor
License
Number
Subcontractor
DIR
Registration
Number
(Note1)
Percent of
Total Bid
Subcontractor’s
Name & Address

Note 1: Bidders have 24 hours after the Bid Deadline to submit this information

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BIDDER’S REFERENCES
The following are the names, addresses, and phone numbers for three public agencies for which Bidder has performed projects of the same magnitude and charact er of the work bid within the past three years:

1. Name of Agency
Agency Address
Telephone
Contact Person
Contract Amount

2. Name of Agency
Agency Address
Telephone
Contact Person
Contract Amount

3. Name of Agency
Agency Address
Telephone
Contact Person
Contract Amount
The following are the names, addresses, and phone numbers for a ll brokers and sureties from whom Bidder intends to procure insurance bonds:
___________________________________________________________________________ ___________________________________________________________________________ ___________________________________________________________________________

EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE
Bidder certifies that in all pr evious contracts or subcontracts , all reports which may have been due under the requirements of any local, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding.

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ELIGIBILITY TO CONTRACT
The successful Bidder is prohibi ted from performing work on thi s Project with a Subcontractor who is ineligible to perform work on the Project pursuant to Se ction 1777.1 or 1777.7 of the Labor Code.

BIDDER’S INFORMATION
Bidder certifies that the following information is true and correct:

Bidder’s Name _______________________________________________________________ Business Address ____________________________________________________________ ___________________________________________________________________________ Telephone __________________________________________________________________ State Contractor’s License No. and Class _____________________ ____________________ Original Date Issued Expiration Date _______________________ ______ DIR Registration No:

The following are the names, titles, addresses, and phone numbe rs of all individuals, firm members, partners, joint ventur ers, and/or corporate officers h aving a principal interest in this Bid:
___________________________________________________________________________ ___________________________________________________________________________ ___________________________________________________________________________ The date of any voluntary or i nvoluntary bankruptcy judgments against any principal having an interest in this Bid are as follows:
___________________________________________________________________________ ___________________________________________________________________________ ___________________________________________________________________________ All current and prior DBA’s, alias, and/or fictitious business names for any principal having an interest in this Bid are as follows:
___________________________________________________________________________ ___________________________________________________________________________ ___________________________________________________________________________

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I declare under penalty of perjury under the laws of the State of California that the above representations are true and co rrect. Executed this _____ day o f ____________, 20__, at ___________________ California.

Signature and Title of Bidder
or Authorized Representative
(SEAL)

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BIDDER’S STATEMENT OF PAST CONTRACT DISQUALIFICATIONS AND DEFAULTS

Identify all instances of being disqualified, removed, determined to be a non-responsible bidder, debarred, assessed liquidated damages, terminated for default o r otherwise prevented from bidding on, or completing, a federal, state, or local government project.

1. Have you ever been disqualifi ed from any government contract ?

Y e s N o

2. If yes, explain the circumstances including date of public e ntity action, name of project, contract award amount and current contact person at public entity:

____________________________________________________________ Signature and Title of Bidder or Authorized Representative

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C-20

BID BOND
FOR

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KNOW ALL PERSONS BY THESE PRESENTS that [Bidder] ______________ __________ __________________________ as PRINCIPAL, and _______________________________, a corporation organized under the la ws of the State of __________ _______________ and licensed by the State of California to execute bonds and undert akings as sole surety, as SURETY, are held and firmly bound unto the City of Goleta, as C ity, in the penal sum of ten percent (10%) of the total Base Bid Price on the base Contract Work, excluding any Alternate Bid Items submitted by PRINCIPAL to CITY for the above stated p roject, for the payment of which sum, PRINCIPAL and SURETY agree to be bound, jointly and severally, firmly by these presents.

THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas PRINCI PAL has submitted a proposal to CITY for the above stated project.

NOW, THEREFORE, the penal sum guaranteed by this bond shall be forfeited to the City in the event of any of the following: (1) The aforesaid Principal withdraws said bid after the Bid Deadline contrary to applicable law; or (2) Principal fails, within ten (10) business days after receipt of written notice that the contract h as been awarded to Principal and tender of the Contract, to, deliver to City the executed Agr eement, in the prescribed form, in accordance with the bid as accepted, and file with the City all documents required in sect ion 3-1.18 of the City’s General Provisions.

In case suit is brought upon this bond, SURETY further agrees t o pay all reasonable attorneys’ fees and costs incurred by CITY in an amount fixed by the court . SURETY hereby waives the provisions of California Civil Code Sections 2845 and 2849.

IN WITNESS WHEREOF the parties hereto have set their names, tit les, hands, and seals this _______day of , 20__.

P R I N C I P A L :
( A d d r e s s )

B Y :
(Signature and Title of Authorized Officer)

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S U R E T Y :
( A d d r e s s )

B Y :
(Signature and Title of Authorized Officer)

B Y :
(Signature and Title of Authorized Officer)
Note: All signatures must be acknowledged before a notary publi c. Attach appropriate acknowledgment. Also, evidence of the authority of any person signing as attorney-in-fact must be attached.

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STATEMENT ACKNOWLEDGING PENAL AND CIVIL PENALTIES
CONCERNING THE CONTRACTOR’S LICENSING LAWS
[Business & Professions Code § 7028.15; Public Contract Code § 20103.5]

The undersigned, a duly authorized representative of the Bidder , certify that I am aware of the provisions of California law and that I, or the company/individ ual on whose behalf this Bid is being submitted, hold a currently valid California contractor’s license as set forth in the Business and Professions Code § 7028.15 and Public Contract Code § 20103.5 (and any updates).

A contractor shall not be qualifi ed to bid on, be listed in a b id proposal, subject to the requirements of Section 4104 of the Public Contract Code or engage in the performance of any contract for public work, as defined in this chapter, unless cu rrently registered and qualified to perform public work pursuant to Se ction 1725.5. It is not a vio l a t i o n o f t h i s s e c t i o n f o r a n unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Sectio n 10164 or 20103.5 of the Public C ontract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded.

B i d d e r :

L i c e n s e N o . : C l a s s E x p i r a t i o n d a t e :

DIR Registration No.: _____________________

D a t e S i gnature

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DECLARATION OF ELIGIBILITY TO CONTRACT
[Labor Code §§ 1777.1 and 1777.7; Public Contract Code § 6109] The undersigned, a duly authorized representative of the Bidder, certifies and declares that:

1. The Bidder is aware of Secti ons 1771.1 and 1777.7 of the California Labor Code, which prohibit a contractor or subcontractor who has been found by the Labor Commissioner or the Director of Industrial Relations to be in v iolation of certain provisions of the Labor Code, from bidding on, being awarded, or performing work as a subcontractor on a public works project for specified periods of time.

2. The Bidder is not ineligible t o bid on, be awarded or perfor m work as a subcontractor on a public works project by virtue of the forego ing provisions of Sections 1771.1 or 1777.7 of the California Labor Code or any o ther provision of law.

3. The Bidder is aware of Califor nia Public Contract Code Secti on 6109 (and any updates.)

4. The Bidder has investigated t he eligibility of each and ever y subcontractor the contractor intends to use on this public works project, and determined that none of them is ineligible to perform work as a subcontractor on a public works project by virtue of the foregoing provisions of the Public Contract Code, Sections 1771.1 and 1777.7 of the Labor Code, or any other provision of law.

5. A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, a s defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Bus iness and Professions Code or by Section 10164 or 20103.5 of the Public C ontract Code, provided the contractor is regi stered to perform public work pu rsuant to Section 1725.5 at the time the contract is awarded.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed this d a y o f , 20__, at ________________________, California.

S i g n a t u r e :

N a m e :

T i t l e :

N a m e o f C o m p a n y :

Note: Signature must be acknow ledged before a notary public. At tach appropriate acknowledgment.

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NON-COLLUSION DECLARATION
FOR

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I am the [title] of [ n a m e o f
bidder], the party making the fo regoing bid, declares that the bid is not made in the interest of, or on behalf of, any undisclosed per son, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly, colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that al l statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to exec ute, and does execute, this declaration on behalf of the bidder.

I declare under penalty of perjury under the laws of the Sta te of California that the foregoing is true and correct and that this declaration is executed on ___ [date], at __ [city], ___ [state]

(Signature and Title of Authorized Representative)
.

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SECTION D

CONTRACT AWARD AND EXECUTION

CONTRACT

PERFORMANCE BOND FORM

PAYMENT BOND FORM

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SAMPLE CONTRACT

PUBLIC WORKS CONTRACT

BETWEEN THE CITY OF GOLETA
AND
________________

This Public Works Contract (herein referre d to as “CONTRACT”) is made and entered into by and between the CITY OF GOLETA, a municipal corporation (herein referred to as "CITY"), and __________, a _____________ (hereinafter referred to as “CONTRACTOR”).

SECTION A. RECITALS

1. Pursuant to the Notice Invi ting Sealed Bids for the __________ Project, bids were received, publicly opened, and declared on the date specified in the notice.

2. On __________ , Goleta’s City Counc il declared CONTRACTOR to be the lowest responsible bidder and acc epted the bid of CONTRACTOR an d the City Council, approved this CONTRACT and author ized the City Manager to execu te the CONTRACT with CONTRACTOR for furnishing labor, equipment and material for the Project in the City of Goleta.

NOW, THEREFORE , in consideration of the foregoing and the mutual covenants herein contained, it is agreed:

SECTION B. TERMS

1. GENERAL SCOPE OF WORK: CITY agrees to engage CONTRACTOR and CONTRACTOR agrees to furnish all necessa ry labor, tools, materials, appli ances, and equipment for and do the work for the Project in the City of Goleta. The work shall be performed in accordance with the Plans and Specifications (and as generally described in the “Notice Inviting Sealed Bids,” attached as Exhibit A) an d in accordance with bid prices set forth in CONTRACTOR’S Bid Proposal (attached as Exhi bit B) and in accordance with the instructions of the City Engineer, or City’s Manager’s designee.

2. INCORPORATED DOCUMENTS TO BE CONSIDERED COMPLEMENTARY: T h e contract documents for the afores aid project, a complete set of which is on file with the Goleta City Clerk’s Office, shall consist of the Notice Inviting Bids, Instructions to Bidders, Bid Proposal, Standard Specificat ions, Special Provisions, and all referenced specifications, details, standard drawings, and appendices; tog ether with this CONTRACT and all required bonds, insurance certificates, permits, notices and affidavits; and also, including any and all addenda or supplemental agreeme nts clarifying,

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amending, or extending the work contemplated as may be required to insure its completion in an acceptable manner. All of the provisions of said contract documents are made a part hereof as though fully set forth herein. This contract is intended to require a complete and finished piece of work and anything necessary to c omplete the work properly and in accordance with t he law and lawful governmental regulations shall be performed by CONTRACTOR whether s et out specifically in the con tract or not. Should it be ascertained that any inconsistency exists between the aforesaid documents and this written CONTRACT, the provisions of this CONTRACT, and the Standard Specifications, in that order, shall control. Collectively, these contract documents constitute the complete CONTRACT between CITY and CONTRA CTOR and supersede any previous agreements or understandings.

3. COMPENSATION: CONTRACTOR agrees to receive and accept the prices set forth in its Bid Proposal as full compensation for furnishing all materials, performing all work, and fulfilling all obligations her eunder. Said compensation shall c over all expenses, losses, damages, and consequences arising out of the nature of the work during its progress or prior to its acceptance including those for well and faithfully completing the work and the whole thereof in the manner and time specified in the aforesaid contract documents; and also including those arising from actions of the elements, unfo reseen difficulties or obstructions encountered in the pr osecution of the work, suspen sion or discontinuance of the work, and all other unknowns or risks of any description connected with the work.

4. TIME OF PERFORMANCE: CONTRACTOR agrees to complete the work within the timeframe specified in the Contract Documents from the date of the notice to proceed. By signing this CONTRACT, CONTRACTOR represents to CITY that the c ontract time is reasonable for completion of the work and that CONTRACTOR will complete such work within the contract time. In a ccordance with Government Code Se ction 53069.85, CONTRACTOR agrees to forfeit and pay CITY as liquidated damages, not as a penalty, the sum of $1000 per day for each and every day of unauthorized delay beyond the completion date, which amount shall be deducted from any payments due or to become due the CONTRACTOR.

5. PREVAILING WAGES:

A. Pursuant to Labor Code Sections §§1720 et seq., including but not limited to sections 1771, 1774 and 1775, and as specified in Title 8, California Code of Regulations, Section 16000 et seq., CONTRACTOR must pay its workers prevailing wages. It is CONTRACTOR’s responsibility to interpret and implement any prevailing wage requirements and CONTRACTOR agrees to pay any penalty or civil damages resulting from a violation of the prevailing wage laws.

B. In accordance wit h Labor Code Section 1773.2, copies of the prevailing rate of per diem wages are available upon request from CITY’s Engineering Division or

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the website for State of California Prevailing wage determination at http://www.dir.ca.gov/DLSR/PWD. CONTRACTOR must post a copy of the prevailing rate of per diem wages at the job site.

C. CITY directs CONTRACTOR’s a ttention to Labor Code Sections 1777.5, 1777.6 and 3098 concerning the employment of apprentices by CONTRACTOR or any subcontractor.

D. Labor Code Section 1777.5 requires CONTRACTOR or subcontractor employing tradesmen in any apprenticeship occupation to apply to the joint apprenticeship committee nearest the site of the public works project and which administers the apprenticeship program in that trade for a certificate of approval. The certificate must also fix the ratio of apprentices to journeymen that will be used in the performance of the contract. The ratio of apprentices to journeymen in such cases will not be less than one to five except:

(1) When employment in the area of coverage by the joint appren -ticeship committee has exceeded an average of 15 percent in the 90 days before the request for certificate, or

(2) When the number of apprentices in training in the area exce eds a ratio of one to five, or

(3) When the trade can show that it is replacing at least 1/30 of its membership through apprenticeship training on an annual basis state wide or locally, or

(4) When assignment of an apprent ice to any work performed unde r a public works contract would create a condition that would jeopardize his or her life or the life, safety, or property of fellow employees or the public at large, or the specific task to which the apprentice is to be assigned is of a nature that training cannot be provided by a journeyman.

Pursuant to Labor Code § 1776, CONTRACTOR shall comply with all Department of Industrial Relations registration requirements.

E. CONTRACTOR is required to mak e contributions to funds established for the administration of apprenticeship programs if CONTRACTOR employs registered apprentices or journeymen in any apprenticeable trade on such contracts and if other contractors on the public works site are making such contributions.

F. CONTRACTOR and any subcontractor must comply with Labor Code Sections 1777.5 and 1777.6 in the employment of apprentices.

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

H. CONTRACTOR and its subcontract ors must keep an accurate certified payroll

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records showing the name, occupation, and the actual per diem wages paid to each worker employed in connection with this CONTRACT. The record will be kept open at all reasonable hours to the inspection of the body awarding the contract and to the Division of Labor Law Enforcement. If requested by CITY, CONTRACTOR must provide copies of the records at its cost.

6. LEGAL HOURS OF WORK: CONTRACTOR agrees to comply with the provisions of California Labor Code Section 1813 concerning penalties for wor kers who work excess hours. Except as provided by Labor Code Section 1815, the CONTR ACTOR shall, as a penalty to the CITY, forfeit twenty five dollars ($25) for each worker employed in the execution of the Contract by the CONTRACTOR or by any Subcontra ctor for each calendar day during which such worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week i n violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 (commencing at Section 1810) of the California Labor Code.

7. TRAVEL AND SUBSISTENCE PAY : CONTRACTOR agrees to pay travel and subsistence pay to each worker needed to execute the work required by this CONTRACT as such travel and subsistence payments are defined in the appl icable collective bargaining agreements filed in accordance with Labor Code Section 1773.8.

8. CONTRACTOR'S LIABILITY: The CITY and its officers, agents and employees (“Indemnitees”) shall not be answe rable or accountable in any m anner for any loss or damage that may happen to the work or any part thereof, or for any of the materials or other things used or employed in performing the work; or for in jury or damage to any person or persons, either workers or employees of CONTRACTOR, of its subcontractors or the public, or for damage to adjoining or other property fro m any cause whatsoever arising out of or in connection with the performance of the work. CONTRACTOR shall be responsible for any damage or injury to any person or property resulting from defects or obstructions or from any cause whatsoever.

CONTRACTOR will indemnify Indemnities against and will hold and save Indemnitees harmless from any and all actions, claims, damages to persons o r property, penalties, obligations or liabilities that m ay be asserted or claimed by a ny person, firm, entity, corporation, political subdivision, or other organization arising out of or in connection with the work, operation, or activiti es of CONTRACTOR, its agents, e mployees, subcontractors or invitees provided for herein, whether or not there is concurrent passive negligence on the part of CITY. In connection therewith:

a. CONTRACTOR will defend any act ion or actions filed in connec tion with any such claims, damages, penalties, obligations or liabilities and will pay all costs and expenses, including attorneys' fees, expert fees and costs incurred in connection therewith.

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b. CONTRACTOR will promptly pay any judgment rendered against CONTRACTOR or Indemnitees coveri ng such claims, damages, penalt ies, obligations and liabilities arisi ng out of or in connection wit h such work, operations or activities of CONTRACTOR hereunder, and CONTRACTO R agrees to save and hold the Indemnitees harmless therefrom.

c. In the event Indemnitees are made, a party to any action or proceeding filed or prosecuted against CONTRACTOR for damages or other claims arising out of or in connection with the work, operation, or activities hereun der, CONTRACTOR agrees to pay to Indemnitees and any all costs and expenses incurred by Indemnitees in such action or proceeding together with reasonable attorneys' fees.

CONTRACTOR'S obligations under this section apply regardless of whether or not such claim, charge, damage, demand, acti on, proceeding, loss, stop n otice, cost, expense, judgment, civil fine or penalty, or liability was caused in par t or contributed to by an Indemnitee. However, without affe cting the rights of CITY under any provision of this CONTRACT, Contractor shall not be required to indemnify and hol d harmless CITY for liability attributable to the active negligence of CITY, provid ed such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where CITY is shown to have been actively negligent and where CITY active negligence accounts for only a percentage of the li ability involved, the obligation of Contractor will be for that entire portion or per centage of liability not attributable to the active negligence of City.

So much of the money due to CONTRACTOR under and by virtue of the contract as shall be considered necessary by CITY may be retained by CITY until d isposition has been made of such actions or claims for damages as aforesaid.

It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California. This indemnity provision shall survive the termination of the CONTRACT and is in addition to any other rights or remedies which Indemnitees may have under the law.

This indemnity is effective wit hout reference to the existence or applicability of any insurance coverage which may have been required under this CONT RACT or any additional insured endorsements which may extend to Indemnitees.

CONTRACTOR, on behalf of itself and all parties claiming under or through it, hereby waives all rights of subrogation and contribution against the I ndemnitees, while acting within the scope of their duties, from all claims, losses and l iabilities arising out of or

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incident to activities or operations performed by or on behalf of the CONTRACTOR regardless of any prior, concu rrent, or subsequent passive negl igence by the Indemnitees.

9. THIRD PARTY CLAIMS: In accordance with Public Contracts Code Section 9201, CITY will promptly inform CONTRACTOR regarding third-party claims against CONTRACTOR, but in no event later than ten (10) business days after CITY re ceives such claims. Such notification will be in writing and forwarded in accordance with the “Notice” section of this CONTRACT. As more specifically detailed in the contract documen ts, CONTRACTOR agrees to indemnify and defend the City against any third-party claim.

10. WORKERS COMPENSATION: I n a c c o rdance with California Labor Code Sections 1860 and 3700, CONTRACTOR and each of its subcontractors will be required to secure the payment of compensation to its employees. In accordance wit h the provisions of California Labor Code Section 1861, CONTRACTOR, by signing this contract, certifies as follows: “I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's com pensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.”

11. INSURANCE: With respect to performance of work under this CONTRACT, CONTRACTOR shall maintain and shall require all of its subcontr actors to maintain insurance as required in the Standard Specifications.

12. ASSIGNMENT: This CONTRACT is not assignable nor the performance of either party's duties delegable without the prio r written consent of the other party. Any attempted or purported assignment or delegation of any of the rights of obli gations of either party without the prior written consent of the other shall be void and of no force and effect.

13. INDEPENDENT CONTRACTOR: CONTRACTOR is and shall at all times remain as to the CITY, a wholly independent c ontractor. Neither the CITY nor any of its agents shall have control of the conduct of CON TRACTOR or any of CONTRACTOR' S employees, except as herein set forth. CONTRACTOR shall not at any time or in any manner represent that it or any of its agents or employees are in any manner agents or employees of CITY.

14. TAXES: CONTRACTOR is responsible for paying all retail sales and use, transportation, export, import, special or other taxes and duties applicable to , and assessable against any work, materials, equipment, se rvices, processes and operati ons incidental to or involved in this contract. CONTRACTOR is responsible for ascertaining and arranging to pay them. The prices established in the contract shall include compensation for any taxes

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CONTRACTOR is required to pay by laws and regulations in effect at the bid opening date.

15. LICENSES: CONTRACTOR represents and warrants to CITY that it has all licenses, permits, qualifications, insurance, and approvals of whatsoever nature which are legally required of CONTRACTOR to practic e its profession. CONTRACTOR r epresents and warrants to CITY that CONTRACTOR shall, at its sole cost and ex pense, keep in effect or obtain at all times during the term of this CONTRACT any licenses, permits, insurance, and approvals which are legally required of CONTRACTOR to pract ice its profession.

CONTRACTOR shall maintain a City of Goleta business license, if required under CITY ordinance.

16. RECORDS: CONTRACTOR shall maintain accounts and records, including personnel, property, and financial records, adequate to identify and accou nt for all costs pertaining to this CONTRACT and such other records as may be deemed necessary by CITY or any authorized representative, and will be retained for three years after the expiration of this CONTRACT. All such records shall be made available for inspecti on or audit by CITY at any time during regular business hours.

17. SEVERABILITY: If any portion of these contract documents are declared by a court of competent jurisdiction to be in valid or unenforceable, then suc h portion will be deemed modified to the extent necessary in the opinion of the court to render such portion enforceable and, as so modified, such portion and the balance o f this CONTRACT will continue in full force and effect provided that it does not frustrate the mutual intent of the parties herein.

18. WHOLE AGREEMENT: This CONTRACT supersedes any and all other agreements either oral or written, between the parties and contains all of the covenants and agreements between the parties pertaining to the work of improvements described herein.

Each party to this contract acknowledges that no representations, inducements, promises or agreements, orally or otherwis e, have been made by any party , or anyone acting on behalf of any party, which are not embodied herein, and that an y other agreement, statements or promise not contai ned in this contract shall not be valid or binding. Any modifications of this contract will be effective only if signed by the party to be charged.

19. AUTHORITY: CONTRACTOR affirms that the signatures, titles, and seals set f o r t h hereinafter in execution of this CONTRACT represent all individ uals, firm members, partners, joint ventures, and/or corporate officers having a principal interest herein. Each party warrants that the individu als who have signed this CONTRA CT have the legal power, right, and authority to make this CONTRACT and to bind e ach respective party.

This CONTRACT may be modified by written amendment. CITY’s City Manager may execute any such amendment on CITY’s behalf.

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20. NOTICES: All notices permitted or requir ed under this CONTRACT shall b e in writing, and shall be deemed made when deliv ered to the applicable party ’s representative as provided in this CONTRACT. Addi tionally, such notices may be gi ven to the respective parties at the following addresses, or at such other addresses as the parties may provide in writing for this purpose.

Such notices shall be deemed m ade when personally delivered or when mailed forty- eight (48) hours after deposit in the U.S. mail, first-class postage prepaid, and addressed to the party at its applicable address. Courtesy copies of noti ces may be sent via electronic mail, provided that the original notice is deposited in the U.S. mail or personally delivered as specified in this Section.

CITY OF GOLETA
130 Cremona Drive, Suite B
Goleta, CA 93117
Attn: City Manager

CONTRACTOR

________________________ __________________________
________________________ __________________________
________________________ __________________________

21. DISPUTES: Disputes arising from this contract will be determined in accordance with the contract documents.

22. NON-DISCRIMINATION: No discrimination shall be made in the employment of persons in the work contemplated by this CONTRACT because of race, reli gion, color, medical condition, sex, sexual orientati on, national origin, political affiliation or opinion, or pregnancy or pregnancy-related condition. A violation of this s ection exposes CONTRACTOR to the penalties provided for in Labor Code Section 1735.

23. NO THIRD PARTY BENEFICIARY: This CONTRACT and every provision herein is for the exclusive benefit of CONTRACTOR and CITY and not for the be nefit of any other party. There will be no incidental or other beneficiaries of any of the CONTRACTOR’s or the CITY’s obligations under this Contract.

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24. TIME IS OF ESSENCE: Time is of the essence for each and every provision of the Contract Documents.

25. ACCEPTANCE OF FACSIMILE OR ELECTRONIC SIGNATURES: The Parties agree that this CONTRACT, agreements anc illary to this CONTRACT, and related documents to be entered into in connection with this CONTRACT will be considered signed when the signature of a party is delivered by facsimile transmission or scanned and delivered via electronic mail. Such facsimile or electronic mail copies will be treated in all respects as having the same effect as an original signature.

26. GOVERNING LAW: This CONTRACT shall be governed by the laws of the State of California, and exclusive venue for any action involving this CONTRACT will be in Santa Barbara County.

IN WITNESS WHEREOF, the parties hereto have executed this CONTRACT with all the formalities required by law on the respective dates set forth opposite their signatures.

This CONTRACT is executed on this ________ day of ___________ , at Goleta, California, and effective as of _____ ______, 20____.

CITY OF GOLETA:

___________________________________
Michelle Greene, City Manager

ATTEST:

___________________________________
Deborah Lopez, City Clerk

APPROVED AS TO FORM:

MEGAN GARIBALDI, CITY ATTORNEY

___________________________________

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Winnie Cai, Assistant City Attorney

CONTRACTOR:

______________________ _______________
Name, Title

State of California License No.

______________________ _______________
Department of Industrial Relations Registration No.

_____________________________________

Business Phone No.

______________________ _______________

CONTRACTOR’S Emergency Phone No. at which
contractor can be reached at any time

__________________ ___________________

______________________ _______________

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FAITHFUL PERFORMANCE BOND

KNOW ALL PERSONS BY THESE PRESENTS:

THAT WHEREAS, the City of Goleta, (hereinafter referred to as “ City”) has awarded to ____________________________, (hereinafter referred to as the “ Contractor”) an agreement for the CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PEDESTRIAN HYBRID BEACON (PHB) PROJECT NO. 9099, (hereinafter referred to as the “Project”).

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

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

THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Contract or, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and a greements in the Contract Documents and any alteration ther eof made as therein provided, on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill all obligations including the one (1) year guarantee of all materials and workmanship; and shall indemnify and save harmless the City, its officials, officers, employees, and authorized volunteers, as stipulated in said Contract Documents, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As a part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees including reasonable attorney’s fees, incurred by City in enforcing such obligation.

As a condition precedent to the sati sfactory completion of the Contract Documents, unless otherwise provided for in the Cont ract Documents, the above obl igation shall hold good for a period of one (1) year after the acceptance of the work by City , during which time if Contractor shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage resulting from or caused by defective materials or faulty workmanship.

The obligations of Surety her eunder shall continue so long as a ny obligation of Contractor remains. Nothing herein shall limit the City’s rights or the Contractor or Surety’s obligations under the Contract, law or equity, in cluding, but not limited to, Cal ifornia Code of Civil Procedure Section 337.15.

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

1. Take over and complete the Project in accordance with all te rms and conditions in the Contract Documents; or

2. Obtain a bid or bids for comp leting the Project in accordanc e with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a Contrac t between such bidder, the Surety and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Con tractor and any other set offs pursuant to the Contract Documents.

3. Permit the City to complete t he Project in any manner consis tent with California law and make available as work progresses sufficient funds to p a y t h e c o s t o f completion of the Project, less the balance of the contract pri ce, including other costs and damages for which Surety may be liable. The term “ba lance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the C ontract and any modification thereto, less any amount previously paid by the City to the Contractor and any ot her set offs pursuant to the Contract Documents.

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

Surety shall not utilize Contractor in completing the Project n or shall Surety accept a bid from Contractor for completion of t he Project if the City, when decl aring the Contractor in default, notifies Surety of the City’s objection to Contractor’s further participation in the completion of the Project.

The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents o r to the Project to be performed thereunder shall in any way affect its obligations on this bond , and it does hereby waive notice of any such change, extension of t ime, alteration or addition t o the terms of the Contract Documents or to the Project.

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IN WITNESS WHEREOF, we have hereunto set our hands and seals th is _______ day of ______________, 20___.
(Corporate Seal)
Contractor/ Principal
B y
T i t l e
(Corporate Seal)
Surety
By
Attorney-in-Fact
( A t t a c h A t t o r n e y - i n - F a c t C e r t i f i c a t e ) T i t l e The rate of premium on this bond is ____________ per thousand. The total amount of premium charges is $_______________________________.
(The above must be filled in by corporate attorney.)

THIS IS A REQUIRED FORM
Any claims under this bond may be addressed to:
(Name and Address of Surety) __________________ _________________________ ___________________________________________
___________________________________________
(Name and Address of Agent or __________________ _________________________ Representative for service of _______________ ____________________________ process in California, if different ___________________________________________ from above)
(Telephone number of Surety __________________ _________________________ and Agent or Representative for
service of process in California)

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

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

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

WITNESS my hand and official seal.

Signature of Notary Public

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

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

Signer is representing:

Name Of Person(s) Or Entity(ies)

Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for Contractor/Pri ncipal.

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

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

WITNESS my hand and official seal.

Signature of Notary Public

Signer is representing:

Name Of Person(s) Or Entity(ies)

Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for the Attorney-i n-Fact. The Power-of Attorney to local representatives of the bonding company must also be attached.

END OF PERFORMANCE BOND

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LABOR AND MATERIAL PAYMENT BOND

KNOW ALL MEN BY THESE PRESENTS That
WHEREAS, the City of Goleta (hereinafter designated as the “Cit y”), by action taken or a resolution passed ___________________ , 20____, has awarded to ___________ _____________ hereinafter designated as the “Principal,” a contract for the work describe d as follows: the CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PEDESTRIAN HYBRID BEACON (PHB) PROJECT NO. 9099 (the “Project”); and
WHEREAS, said Principal is required to furnish a bond in connection with said contract; providing that if said Principal or any of its Subcontractors shall fail to pay f or any materials, provisions, provender, equipment, or other supplies used in, upon, for or about the pe rformance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of said Prin cipal and its Subcontractors with respect to such work or labor the Surety on this bond will pay for the same to the extent hereinafter set forth.

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

THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his or its subcontractors, heirs, executors, administrators, successors or assigns, shall fail to pay any of the persons named in Civil Code Section 9100, fail to pay for any materials, provisions or othe r supplies, used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department or Franchise Tax Board from the wages of employees o f the contractor and his subcontractors pursuant to Revenue and Taxation Code Section 18 663, with respect to such work and labor the Surety or Sureties will pay for the same, in an amoun t not exceeding the sum herein above specified, and also, in case suit is brought upon this bond, al l litigation expenses incurred by the City in such suit, including reasonable attorneys’ fees, court costs, e xpert witness fees and investigation expenses.

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

It is further stipulated and agreed that the Surety on this bon d shall not be exonerated or released from the obligation of this bond by any change, extension of time fo r performance, addition, alteration or modification in, to, or of any contract, plans, specifications, or agreement pertaining or relating to any scheme or work of improvement herein above described, or pertai ning or relating to the furnishing of labor, materials, or equipment therefore, nor by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme or work of improvement herein above described, nor by any rescission or attempted rescission or attempted rescission of the contract, agreement or bond, nor by any conditions precedent or subsequen t in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or under the bond, nor by any fraud practiced by any person other than t he claimant seeking to recover on the bond and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances sh all Surety be released from liability to

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those for whose benefit such bond has been given, by reason of any breach of contract between the owner or City and original contractor or on the part of any obl igee named in such bond, but the sole conditions of recovery shall be that claimant is a person descr ibed in Civil Code Section 9100, and has not been paid the full amount of his claim and that Surety does hereby waive notice of any such change, extension of time, addition, alteration or modification herein mentioned, including but not limited to the provisions of sections 2819 and 2845 of the California Civil Code.

IN WITNESS WHEREOF, we have hereunto set our hands and seals th is _______ day of ______________, 20__.
(Corporate Seal)
Contractor/ Principal
B y
T i t l e
(Corporate Seal)
Surety
By
Attorney-in-Fact
( A t t a c h A t t o r n e y - i n - F a c t C e r t i f i c a t e ) T i t l e

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

WITNESS my hand and official seal.

Signature of Notary Public

Signer is representing:

Name Of Person(s) Or Entity(ies)

Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for Contractor/Pri ncipal.

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

WITNESS my hand and official seal.

Signature of Notary Public

Signer is representing:

Name Of Person(s) Or Entity(ies)

Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for the Attorney- in-Fact. The Power-of-Attorney to local representatives of the bonding company must also be attached.

END OF PAYMENT BOND

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SECTION E

CITY GENERAL PROVISIONS

Standard Specifications
The work provided herein shall be performed in accordance with the Standard Specifications for Public Works Construction, 2018 Ed ition, of the Southern Califo rnia Chapter American Public Works Association. Part 1, Ge neral Provisions of the Standard Specifications is incorporated herein by reference. In case of conflict between the Standard Specifications and these General Provisions, the General Provisions shall take precedence.

Modifications to Standard Specifications
Section 1 – No changes.

Section 2 – Scope of the Work
Add the following:

Section 2-1.1 Conflict in Plans
As the figured dimensions shown on the drawings and in the spec ifications of the contract may not in every case agree with scale dimensions, the figured dime nsions shall be followed in preference to the scaled dimensions, and drawings to a large scale shall be followed in preference to the drawings to a small scale. Should it appear that the work to be done, or any of the matter relative thereto is not sufficiently detailed or explained in the contract documents, the Contractor shall apply to the Engineer for such further explanations as may be necessary and shall conform thereto as part of the contract so far as may be consistent with the terms thereof.

Section 2-1.2 Suggestions to Contractor
Any plan or method of work suggested by the Agency or the Engin eer to the Contractor but not specified or required, if adopted or followed by the Contractor in whole or in part, shall be used at the risk and responsibility of the Contractor; and the Agency a nd the Engineer shall assume no responsibility therefore and in no way be held liable for any defects in the work which may result from or be caused by use of such plan or method of work.

Section 2-5.5 Water for Construction
Attention is directed to the various sections of the Standard S pecifications and these Special Provisions which require the use of water for the construction of this project.

Water for construction purposes as required by these Specifications will be provided by the Goleta Water District at the Contractor's expense. The City encourages the Contractor to use reclaimed water when a fill station is located nearby.

Water required for controlling du st, caused by the Contractor's operations and the passage of traffic through the construction site shall be applied as neces sary, at the Contractor's expense.

The Contractor shall, whenever possible and not in conflict wit h these specifications, minimize

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the use of water during construc tion of the project. Watering e quipment shall be kept in good working order and water leaks shall be repaired promptly.

Full compensation for providing water for the project shall be considered as included in the contract prices paid for the various items of work and no separate payment shall be Section 2-7.1 General
The City will issue a Contra ct Change Order (CCO) if a change t o the Total Contract Price or Contract Time is necessary. T he Contractor will not be entitle d to any adjustments in either Contract Time or Total Contract Price for changes performed wit hout written direction from the City. Adjustments in Contract Tim e or Total Contract Price for changes performed will not be made until a Contract Change Order is approved.

Section 2-10 Disputed Work
If the Contractor and the Agen cy are unable to reach agreement on disputed work, the Agency may direct the Contractor to proceed with the work. Disputes which remain unresolved shall be subject to Section 9 and 10, Claim Resolution Process. Payment shall be later determined by mediation, if the Agency and Contractor agree thereto, or as fixed in a court of law. Although not to be construed as proceeding under extra work provisions, the Contractor shall keep and furnish records of disputed work in accordance with the Contract Documents.

Section 3 – Control of the Work
Add the following:

Section 3-7.2 Precedence of the Contract Documents.

In the event of conflicts or discrepancies between the Contract Documents, the provision placing a more stringent requirement on the Contractor shall prevail. The Contractor shall provide the better quality or greater quantity of Work and/or materials, unless otherwise directed by Agency in writing. In the event none of the Contract Documents place a more stringent requirement or greater burden on the Contractor, the controlling provision shall be that which is found in the document with higher precedence.

The governing ranking of Contract parts in descending order is:

1. Permits and other gov ernmental approvals;

2. Change Orders and Construction Change Directives, issued aft er execution of the Agreement

3. Agreement/Contract; including all attachments and Addenda wi th later Addenda having priority over earlier Addenda

4. City Special Provisions

5. City General Provisions

6. Project Plans

7. Standard Specifications for P ublic Works Construction, 2018 Edition (Greenbook)

8. City of Goleta standard Plans

9. County of Santa Ba rbara standard Plans

10. Caltrans Standard Special Pr ovisions for 2015 Standard Specifications

11. Caltrans Revised Sta ndard Specifications

12. Caltrans Standard Specifications

13. Caltrans Revis ed Standard Plans

14. Supplemental project information

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15. Written numbers and notes on a drawing govern over graphics

16. A detail drawing gover ns over a general drawing

17. A detail specific ation governs over a general specification

18. A specification in a section governs over a specification referenced by that section

If a discrepancy is found or confusion arises, submit a Request for Information (RFI.) Section 3-13.3.1 Guaranty
The Contractor shall warrant and guarantee the entire work and all parts thereof, including that performed and constructed by Subcontractors, Sub-subcontractors, and others employed directly or indirectly on the work, against faulty or defective materials, equipment or workmanship for the maximum period provided by law. In addition, thereto, for a pe riod of one year commencing on the date of acceptance of the work, the Contractor shall, upon the receipt of notice in writing from the Agency, promptly make all repairs arising out of defective materials, workmanship or equipment and bear the cost thereof. The Agency is hereby authorized to make such repairs and the Contractor and Surety sha ll bear the cost thereof if, ten ( 10) days after the giving of such notice to the Contractor, the Cont ractor has failed to make or undertake with due diligence the repairs, provided, however, that, in the case of an emergency where, in the opinion of the Agency, delay could cause serious loss or damage, repairs may be made without notice being sent to the Contractor or Surety, and all expense in connection therewith shall be charged to the Contractor and Surety.

For the purpose of this article, "acceptance of the work" shall mean the acceptance of the work by the Agency in accordance with the Contract Documents but not for the purpose of extinguishing any covenant or agreement on the part of the Contractor to be performed or fulfilled under this contract which has not in fact been performed or fulfilled at the time of such acceptance all of which covenants and agreem ents shall continue to be bind ing on the Contractor until they have been fulfilled.

The effective date of acceptance of the work for purposes of de termining commencement of the warranty period shall be the date of recordation of the Notice of Completion by the County Recorder.

Section 4 – Control of Materials
Add the following:

Section 4-1.1. Retention of Defective Work
If, in the opinion of the Engineer, the defective work is not of sufficient magnitude or importance to make the work dangerous or undesirable, or if, in the opinion of the Engineer, the removal of such work is impractical or wil l create conditions which are da ngerous or undesirable, the Agency shall have the right and authority to retain such work i nstead of requiring it to be removed and reconstructed, but will make such deductions therefore in the payments due or to become due to the Contractor as the Agency may deem just and reasonable.

Section 5 – Legal Relations and Responsibilities
Add the following:

Section 5-1.1 Mandatory Notification Prior to Excavation The Contractor's attention is directed to Section 4215.5 through 4217 of the Government Code of the State of California. Thi s requires that two (2) working days prior to commencing any

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excavation "Underground Service Alert of Southern California" be notified by telephone, toll free 1-800-422-4133 or 811, for the assignment of an Inquiry Identification Number.

No excavation shall commence unless the Contractor has obtained the Inquiry Identification Number and so notified the Engineer.

As part of the performance required, the Contractor shall assis t the Agency to and provide the Agency with, any and all compliance required of Agency as an operator under the provisions of California Government Code Sections 4216-4216.5.

Section 5-1.2 Accuracy of Utilities Information`
The locations of existing major utilities, whether above ground or underground, are indicated on the drawings. The Agency does not guarantee the accuracy or completeness of this information and it is to be understood that other above-ground and underground facilities not shown on the drawings may be encountered during the course of the work. In any case, existing minor lines are not indicated.

Section 5-4.2 General Liability Insurance
The general liability must be at least combined single limits of no less than $2,000,000 per occurrence for all covered losses and no less than $4,000,000 general aggregate, and must contain:

1. Extension of coverage to the City, its officials, officers, agents and employees, as additional insureds, with respect to Contractor's liabilities hereunder in insurance coverages identified above;

2. A provision that coverage will not be canceled or subject to reduction until at least thirty (30) days' prior written notice has been given to the City Clerk, addressed to 130 Cremona Drive, Suite B, Goleta, CA 93117;

3. A provision that Contractor's insurance shall apply as primary, and not excess of, or contributing with, the City;

4. Contractual liabilit y coverage sufficiently broad so as to include the liability assumed by the Contractor in the indemnity and hold harmless provisions of the Standard Condition;

5. A cross liability clause, or equivalent wording, stating that coverage will apply separately to each named or additional insured as if separate policies had been issued to each;

6. A broad form proper ty damage endorsement;

7. A provision that the policie s be provided on an "occurrence" basis;

8. Coverage for XCU (explosion, c ollapse, underground) hazards if applicable to the work; and

9. Products and complet ed operations coverage.

Umbrella or Excess Liability polic ies (Over Primary) if used to meet limit requirements shall provide coverage at least as br oad as specified for underlying coverages and covering those insured in the underlying policies. Any such policy shall include a drop-down provision providing primary coverage above a maximum $25,000 self-insured retention for liability not covered by primary but covered by the umbrella. Coverage shall be “pay on behalf,” with defense costs payable in addition to policy limits. There shall be no cross-l iability exclusion of claims or suits by one insured against another. Coverage shall be applicable to City for injury to employees of Contractor, subcontractors or others involved in the Work. Limits are subject to review but in no event less than $1,000,000 per occurrence.

Approval of insurance by the City or acceptance of the certificate of insurance by City shall not relieve or decrease the extent to which the Contractor may be h eld responsible for payment of

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damages resulting from Contractor's services or operation pursuant to the Agreement, nor shall it be deemed a waiver of City's rights to insurance coverage hereunder.

Replace entire section 5-4.2-1 with:
5-4.2-1 Policy Forms, Endorsements and Certificates
Provide and maintain current cer tificates of Insurance on forms supplied by the City and evidencing the above coverage to City prior to execution of this Agreement by City. Exercise due diligence to require any and all subcontractors and/or sub-subc ontractors and all tiers of such subcontractors to provide General and Automobile Liability, and Workers' Compensation and Employer's Liability Insurance with minimum limits of coverage and upon terms and provisions required above.

Section 6- Prosecution and Progress of the Work
Add the following:

Section 6-1.3 Notice to Proceed
After the execution of the cont ract, written notice to proceed will be given by the Agency to the Contractor. Notwiths tanding any other provision of the contrac t, the Agency shall not be obligated to accept or to pay for any work furnished by the Contractor prior to delivery of notice to proceed whether or not the Agency has knowledge of the furnishing of such work.

Section 6-4.1.1 Notice of Delays
Whenever the Contractor foresees any delay in the prosecution o f the work, and in any event immediately upon the occurrence of any delay which the Contractor regards as unavoidable, the Contractor shall notify the Engineer in writing of the probability of the occurrence of such delay and its cause in order that the E ngineer may take immediate ste ps to prevent, if possible, the occurrence or continuance of the delay, or, if this cannot be d one, may determine whether the delay is to be considered avoidable or unavoidable, how long it continues, and to what extent the prosecution and completion of the work are to be delayed th ereby. It will be assumed that any and all delays which have occurred in the prosecution and completion of the work have been avoidable delays, except such delays as shall have been called to the attention of the Engineer at the time of their occurrence and found by the Engineer to have been unavoidable.

The Contractor shall make no claims that any delay not called to the attention of the Engineer at the time of its occurrence has been an unavoidable delay.

Section 6-4.1.2 Avoidable Delays
Avoidable delays in the prosecut ion or completion of the work s hall include all delays which in the opinion of the Engineer would have been avoided by the exercise of care, prudence, foresight and diligence on the part of the c ontractor or the subcontracto rs. The following shall be considered avoidable delays within the meaning of the contract: 1) Delay in the prosecution of parts of the work which may in themselves be unavoidable but do not necessarily prevent or delay the prosecution of other parts of the work nor the completion of the whole work within the time herein specified; 2) Reasonable loss of time resulting fro m the necessity of submitted samples of materials and drawings to the Engineer for approval and from making of tests of materials, measurements and ins pections; 3) Reasonable interfer ence of other contractors

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employed by the Agency which do not necessarily prevent the com pletion of the whole work within the time agreed upon.

Section 6-4.1.3 Extension of Time
In case the work is not completed in the time specified, including such extensions of time as may have been granted for unavoidable delays, the Contractor will b e assessed damages for delay in accordance with the Contract Documents. The Agency, however, shall have the right to grant an extension of time for avoidable delay if it is deemed in the Agency's best interest to do so.

During such extension of time, t he Contractor will be charged f or engineering and inspection services and other costs as provided in the Contract Documents.

Section 6-2.1 Working Hours
Regular working hours shall be wi thin the hours of 7:30 a.m. an d 4:30 p.m., unless otherwise authorized by the Engineer or as otherwise identified in these Contract Documents. Where night work is required, working hours shall be within the hours of 7: 00 pm to 5:30 am, unless authorized by the Engineer. Overtime and shift work may be established as a regular procedure by the Contractor only with the written permission of the Engin eer. Such permission may be revoked at any time. No work shall be permitted on Saturdays, Sundays or legal holidays, except such work as is necessary for the proper care and protec tion of the work already performed or in case of an emergency.

Work on Calle Real that will impa ct traffic will be restricted between the hours of 5:30 am and 7:00 pm. Night-work is required for project activities that will impact traffic at the intersection of Calle Real and Fairview Avenue, s uch as but not limited to, dem olition, reconstruction of driveways, and striping. Additional night-work for select project activities may be considered at the Contractor’s request, based on specific need and tangible benefit to the community and/or project. Contractor shall make formal written request for revi ew by City and must obtain City/Engineer approval. Permission is not guaranteed and may b e revoked at any time.

Approval or denial of potential night-work shall have no effect on contract compensation terms, and no additional costs will be considered.

Night Construction Lighting: Section 10-1.01B applies to contract with planned or proposed night work. Provide adequate lighti ng for any night work perfor med such that there is no difference between the quality of night and day work. A minimum of four portable self-contained light towers shall be provided for each street. One light tower shall be provided for each 150 lineal feet of street centerline within the active work zone. When the length of street work zone is in excess of 500 lineal feet, you may provide 7 light towers to be moved as the work progresses.

It is unlawful to do any constr uction, demolition, excavation, and alteration or repair to any building or structure between the hours of 8:00 p.m. and 6:00 a.m. without the written approval of the Engineer. The following required information shall be provided to the Engineer in writing

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minimum of fourteen (14) calendar days in advance of the commen cement of the proposed work:

1. Specific date, hours, and location of work

2. Complete description of work to be done

3. Number and type of equipment to be used

4. Noise mitigation measures to be employed

5. Distance of the nearest resident to the work

6. Inspection required

All work in the following commercial zones is prohibited between November 15 and January 2: Hollister Avenue between Pacific Oaks Road and Cortona Drive; Storke Road between the 101 Freeway and Marketplace Drive; Hollister Avenue between Fairview Avenue and Patterson Avenue; Fairview Avenue between Shirrell Way and Carson Street; and Calle Real between Vega Street and Kellogg Avenue.

All work on streets within a School Zone as defined by the California Vehicle Code 40802 shall be limited to days when school is not in session or while students are not traveling to and from school, unless otherwise authorized by the Engineer in writing.

To the extent practicable, all work shall be scheduled to minim ize inconvenience to the public, such as coordinating the timing of work in a specific area, or to avoid potential conflicts with adjacent private development to the degree possible.

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Section 6-8.1 Completion and Acceptance
A job walk will be performed at such time as the Contracto r indicates that all items have been completed. A list of the remaining minor tasks (a punch list) will be prepared by the Engineer and given to the Contractor.

All punch list items shall be completed during the contra ct period, and the Agency will assess liquidated damages for each day that the punch list items are not completed beyond the contract period. When all items have been completed to the satisfaction of the City Engineer, the project will be submitted to the City Council recommending acceptance of the completed work.

The Engineer will, in reporting completion to the City Cou ncil, give the date when the work was completed. This will be the date when the Contractor is relieved from responsibility to protect and maintain the work, except for portions of the work for which th e Contractor may have previously been relieved of such responsibility in accordance with the Contract Documents.

Section 6-9.1 Liquidated Damages for Avoidable Delay
For each and every day that any portion of the work remain s unfinished after the time fixed for completion in the contract documents as modified by any extensi on of time granted pursuant to Section 6-4.6.3, damage will be sustained by the Agency. Because of the difficulty in computing the actual material loss and disadvantage to the Agency, it is determined in advance and agreed to by the parties hereto that t he Contractor will pay the Agenc y the amount of damages set forth herein as representing a reasonable forecast of the actual damages which the Agency will suffer by the failure of the Contractor to complete the work within th e stipulated time. The execution of the agreement shall constitute acknowledgment by the Contractor that he or she has ascertained and agrees that the Agency will actually suffer damages in the amount herein fixed for each and every day during which the completion of the work is avoidably delayed beyond the stipulated completion date.

Unless otherwise provided in the contract documents, the Contractor shall have no claim or right of action against the Agency for damages, costs, expenses, loss of profits, or otherwise because or by reason of any delay in the fulfillment of the contract wi thin the time limited therefore occasioned by any cause or event within or without the Contract or's control, and whether or not such delay may have resulted from anything done or not done by the Agency of the contract.

Damages for avoidable delays shall be in the amount of $1,000.00 for each consecutive calendar day in excess of the time specified for completion of the work.

Section 7 – Measurement and Payment
Add the following:

Section 7-3.2.1 Request for Payment
Progress payments will be made monthly after, receipt of a properly completed request from the Contractor with qualities confirmed and approval by the City. The Contractor shall submit all such requests for monthly progress payments, and shall include the following forms as applicable:

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Form CC1: Progress Payment Request
This form is to be completed and signed by the Contractor and attached as a cover sheet to the request for payment. This form will be mandatory on all contract payment requests.

Form CC2: Progress Payment Request - Detail
This form shall be used by the Contractor to provide the detail required to verify the payment quantities.

Form CC3: Quantity Change Verification Form
This form is required before any payment can be made based on actual quantities exceeding bid quantities. At the conclusion of the contract, the City will issue a "Balancing Change Order" incorporating all quantity increases and decreases in the contract items of work.

Form CC4: Final Release Form
This form shall be signed by the Contractor and submitted with the final payment request. The contractor shall also sign and submit the Acknowledgement of Final Closeout and Release of Claims with the final Payment Request, or other documents to the satisfaction of the engineer.

The City will withhold five (5) percent of all monthly progress payments as retention to assure completion and payment of labor and materials.

Retention will be released to the Contractor Thirty-Five (35) days after acceptance of the work by the City Council and the filling of a Notice of Completion.

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CITY OF GOLETA, CA
Public Works Department
Construction Contract
Form CC1 - Progress Payment Request
From: Date: _______________________
Contractor Contract No.: _________________
Payment Request No.: __________
Address
To: CITY OF GOLETA
Public Works Department
130 Cremona Drive, Suite B
Goleta, California 93117
Project Name:

Original Contract Amount: $
Approved Change Orders through #:_______ $
Quantity Changes:
(Requires Project Engineer verification)
$
Total Contract Amount to Date: $

Value of Work Completed to Date: $
Less Retention: $
Less Liquidated Damages: $
Subtotal: $
Less Previous Payments Approved: $
Progress Payment Requested: $

The undersigned Contractor or Contractor's Authorized Representative certifies that to the best of his or her knowledge, information and belief, the work covered in this app lication for payment has been completed in accordance with the contract documents and the costs shown are true and correct.

Signature Print Name
T i t l e Date

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CITY OF GOLETA, CA
Public Works Department
Construction Contract
Form CC2- Progress Payment Request - Detail
Date: Payment Request No: Contract No.:

Contractor:

Project Name:

ITEM
NO.

DESCRIPTION UNIT BID

QUANTITY
UNIT/
FIRM
PRICE

INPLACE

THIS PERIOD

INPLACE
TOTAL
QTY. OR % EXTN. QTY. OR % EXTN.
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 Contractor Signature Date Inspector Signature Date

CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PEDESTRIAN HYBRID BEACON (PHB) PROJECT NO. 9099 F-12

CITY OF GOLETA, CA
Public Works Department
Form CC3- Quantity Change Verification Form

Date: Contract No.:

Contractor: Project Name:

INSTRUCTIONS
This form is to accompany progress payments where there is quan tity changes (variations in quantities authorized as part of the progress or final payment.

The quantity changes in amount of $________________________ acc ompanying Progress Payment #__________________ have been reviewed and actual quantities verified.

Project Engineer Signature Date

Bid
Item #

Item Description

Variance

Total

ATTACH ADDITIONAL SHEETS IF NECESSARY

Contractor Signature Inspector Signature

Date Date

CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PEDESTRIAN HYBRID BEACON (PHB) PROJECT NO. 9099 F-13

CITY OF GOLETA, CA
Public Works Department
Construction Contract
Form CC4- Final Release Payment

From: _____________________________ Date: ____________________ ______ C o n t r a c t o r
C o n t r a c t N o . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

_____________________________ Payment Request No. ___________ ____ Address

_____________________________
Project Name:

To: CITY OF GOLETA, CA
Public Works Department
130 Cremona Drive, Suite B
Goleta, California 93117

Upon settlement of final quantities and approval of a Notice of Completion for the project by the Goleta City Council, including any approved changes, this docum ent shall be effective to release any and all further rights of the Contractor to securit y for payment, including any worker's, mechanic's or material supplier's lien, stop notice c laim or right to bond that the undersigned may have for the work furnished for the project. Th is document is offered as evidence for settlement of final payment and to induce the City Council to approve such final payment for Contractor in connect ion with the CROSSWALK AT CALL E REAL / FAIRVIEW CENTER - PEDESTRIAN HYBRID BEACON (PHB).

This release covers the final payment to the undersigned for all labor, services, equipment and material furnished on the job, including the work of all subcontractors and all materials furnished for all suppliers, and other agents acting on behalf of the und ersigned on this work. There are no disputed claims for additional work.

______________________________ _____________________ ____ Contractor Signature: Print Name:
________________________ ______ ____________ _____________ T i t l e : D a t e :

NOTICE: A signed final release is required with submittal of request for payment.

CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PEDESTRIAN HYBRID BEACON (PHB) PROJECT NO. 9099 F-14

Post-Construction Waste Reduction & Recycling Summary Report Diversion Requirement: Reduce quantity of materials disposed at landfills by 65% or more.

Column A: List estimated quantities of waste for each material type (in tons). To convert material quantities to tons, use the Materials Conversion Worksheet provided in yo ur packet.

Columns B, C, D: List estimated quantities reused, recycled, or disposed.

Column E: State the name of all vendors or facilities to be u sed to reuse, recycle or dispose of material listed. See example below for cases where more than one facility will be u sed for a particular material type.

Column Totals: Add up all quantities listed in Column A. Do t he same for Columns B, C and D.

Waste Reduction & Recycling Summary REPORT (WRRS Report) Material Handling Methods - Indicate quantities (in tons only) for each material listed.

Material Type
A
Total Tons
Generated
(A=B+C+D)
B
Quantity
Salvaged or
Reused
C
Recycling
D
Estimated
Disposal
E
Anticipated Material
Destination(s)
(R): Recycled; (D): Disposal
Example:

Cardboard 2 tons 1.5 .5 (R) MarBorg
(D) Tajiguas Landfill
Asphalt & Concrete
Brick/Masonry/Tile
Building Materials (doors, windows,
fixtures, etc.)
Carpet
Carpet padding/Foam
Cardboard
Ceiling tile (acoustic)
Dirt
Drywall (used)
Drywall (new, unpainted sheets or scrap)
Landscape Debris (brush, trees, stumps,
etc.)
Scrap metal
Unpainted Wood and Pallets
Garbage/Trash
Other
Recycled mixed debris
Column Totals

7. To determine if the required 65% project waste reduction will be met, complete the following with the column totals: B + C
/ A = x 100 = %

8. Is the percentage listed in #7 greater than or equal to 65%? YES NO - If “NO” please explain why:

9. Print Name: Signature: Date: __ _ _/__ __/___ _

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ACKNOWLEDGEMENT OF FINAL CLOSEOUT AND RELEASE OF CLAIMS

THIS ACKNOWLEDEMENT OF FINAL CLOSEOUT AND RELEASE OF CLAIMS (Acknowledgement) is made in Goleta, California, this _______ day of __________, _______, by and between the City of Goleta, (Owner), and ___________________________________ (Contractor).

KNOW ALL PERSONS BY THESE PRESENTS:

1. That the undersigned, as the aut horized representative of Co ntractor, and for each of its successors, assigns and partners, for and in consideration of __________________________________________ ($___________), for the original Contract amount, and the sum of _______________________________ _________ ($___________) for Contract Change Orders Nos.(1) through ______ (__), receipt of which is acknowledged, does release and forever discharge Owner, an d each of its successors, assigns, council members, officer s, agents, servants, volunteer s and employees, from any and all rights, claims, causes of action, demands, debts, oblig ations, liabilities, actions, damages, costs and expenses (including but not limited to attorneys’, paralegal and experts’ fees, costs and expenses) and other claims, which may be asse rted against Owner by reason of any matter or thing which was the subject matter of or basis for:

A. The performance of all terms and conditions of the Public Wo rks Contract agreement dated ____________, for Owner p roject described as CROSSWALK AT CALLE

REAL / FAIRVIEW CENTER - PEDESTRIAN HYBRID BEACON (PHB) PROJECT NO. 9099.

B. Change Orders Nos. one (1) through __________ (___), as approved by the parties, pertaining to Purchase Order No. _____

2. Nothing contained in this Ackn owledgement shall waive or alt er the rights, privileges, and powers of Owner or the duties, li abilities and obligations of C ontractor and its surety(ies) in respect to any portion of the Contract.

3. Owner has received the followi ng claims from Contractor ____ _____________ ______________________________________________________________. Except as expressly provided in this section, Owner has received no other claims from Contractor.

4. Upon execution of this Acknowledgement, Owner agrees to prom ptly initiate the process for City Council to approve the Notice of Completion (NOC) and record the NOC with the Santa Barbara County Recorder.

5. Contractor and Owner agree that the total adjusted Contract Price and time of performance after the execution of change orders, is as follows:

Original Contract Price $______________________ Original Calendar Days ___________________ days Adjusted Contract Price with Change Orders $______________ ________ Adjusted Calendar Days ___________________ days

CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PEDESTRIAN HYBRID BEACON (PHB) PROJECT NO. 9099 F-16

Final Contract Price Per Act ual Work Completed $______________ ________ Final Retention Amount $______________________

6. The retention will be released to Contractor within thirty-five (35) days after acceptance of the work by the City Council and the filing of a Notice of Completion.

7. It is understood and agreed by Contractor that the fa cts with respect to which the release provided pursuant to this Acknowledgement is given may turn out to be other than or different from the facts as now known or believed to be, and Contractor expressly assumes the risk of the facts turning out to be different than they now appear, and agrees that the release provided pursuant to this Acknowledgement shall be, in all respects, eff ective and not subject to termination or rescission by any such difference in facts and Contractor expressly waives any and all rights it has or may have under California Civil Code Section 1542, which provides as follows:
"A general release does not extend to claims which the creditor does not know or suspect to exist in his favor at the time of executing the Rele ase which if known by him must have materially affected his settlement with the debtor."

8. The release made by Contractor is not to be construed as an admission or admissions of liability and Contractor denies a ny such liability. Contractor agrees that it will forever refrain and forebear from commencing, ins tituting or prosecuting any la wsuit, action or other proceeding against Owner based on, arising out of, or in any way connected with the subject matter of this release.

9. Except as specifically provi ded in this Acknowledgement, the Contractor releases Owner from all claims, including but not limited to those of its Subcontractors for all delay and impact costs, if any.

10. The Contractor represents and warrants to Owner that Contra ctor has not assigned or transferred or purported to assign or transfer to any person, f irm, corporation, association or entity any of the rights, claim s, warranties, demands, debts, o bligations, liabilities, actions, causes of action, damages, costs, expenses and other claims and Contractor agrees to indemnify and hold harmless Owner, its successors, assigns, cou ncil members, officers, agents, servants, volunteers and employees, from and against, without limitation, any and all rights, claims, warranties, dem ands, debts, obligations, liabil ities, actions, causes of action, damages, costs, expenses and other claims, including but not limited to attorneys’, paralegal and experts’ fees, costs and expenses arising out of or connected with any such assignment or transfer or purported assignment or transfer.

11. The parties acknowledge that they have been represented by counsel of their own choice in connection with the preparation and execution of this Acknowled gement. The parties acknowledge and represent that they understand and voluntarily consent and agree to each and every provision contained in this Acknowledgement.

12. The persons executing this A cknowledgement represent and wa rrant to the other party that the execution and performance of the terms of this Acknowledgem ent have been duly

CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PEDESTRIAN HYBRID BEACON (PHB) PROJECT NO. 9099 F-17

authorized by all individual, corporate, partnership, or other entity requirements and that such persons have the right, power, legal capacity and authority to execute and enter into this Acknowledgement.

13. The parties further acknowl edge and represent that no promi se, inducement or agreement, not expressed in this Acknowledgement, have been made and that, with respect to the matters considered, this Acknowledgement contains the entire agreement among the parties and that the terms of the Acknowledgement are contractual and not a mere recital.

CITY OF GOLETA CONTRACTOR

__________________________ ______________ ___________
By/Title Date By/Title Date

CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PEDESTRIAN HYBRID BEACON (PHB) PROJECT NO. 9099 F-18

Replace Section 7-3.5.2 Increases of More Than 25 Percent

Should the actual quantity of an item of work covered by a Cont ract Unit Price and constructed in conformance with the Plans and Specifications, exceed the Bi d quantity by more than 25 percent, payment for the quantity in excess of 125 percent of the Bid quantity will be made on the basis of a decrease in the Contract Unit Price mutually agreed to by the Contractor and the Agency, or in the event mutual agreement cannot be reached, on the basis of Extra Work per 7- 4 or at the Contract Unit Price at the Agency’s option. The Extra Work per 7-4, basis of payment, shall not include fixed costs. Fixed costs will be deemed to have been recovered by the Contractor through payment for 125% of the Bid quantity at the Contract Unit Price.

Section 7-3.5.3 Decrease of More Than 25 Percent.

The Agency, at its sole discret ion, may decrease the quantities of the items of work to be completed under this contract. In such an event, payment will be made based upon the decrease in quantity at the Contract Unit Price, except for Major Bid It ems as described below. A Major Bid Item is defined as a single Contract item constituting 10% or more of the original Total Contract Price. In the case of a decrease in a Major Bid Item, the following will apply:

Should the actual quantity of an item of work covered by a Cont ract Unit Price, and constructed with the Plans and Specifications, be less than 75 percent of t he Bid quantity, an adjustment in payment will not be made unless so requested in writing by the Contractor. If the Contractor so requests, payment will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and t he Agency, or at the option of the Engineer, on the basis of Extra Work per 3-3; however in no case will payment be less tha n would be made for the actual quantity at the Contract Unit Price nor more than would be made for 75 percent of the Bid quantity at the Contract Unit Price.

Section 7-3.8 Eliminated Items

Should any Contract item be deleted in its entirety, payment will be made only for actual cost incurred for that item prior to notification of such deletion.

Section 7-4.3 Markup
Add the following:

Section 7-4.3.1 Work by Contractor. The following percentages shall be the maximum allowed to be added to the Contractor’s costs and shall constitute the maximum markup for all overhead and profits:
1) Labor 15%
2) Materials 10%
3) Equipment Rental 10%
4) Other Items and Expenditures 10%

To the sum of the costs and markups provided for in this subsection, 1 percent shall be added as compensation for bonding.

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Section 7-4.3.2 Work by Subcontractor.

When all or any part of the extra work is performed by a Subcontractor, the markup established in Section 7-4.3.1 shall be applied to the Subcontractor’s actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work in excess of $5,000 of the subcontracted portion of the extra work may be added for the Contractor's costs and supervision.

Section 8 – No changes
Section 9– Claim Resolution Process
Effective January 1, 1991, Section 20104 et seq., of the Califo rnia Public Contract Code prescribes a process utilizing informal conferences, non-bindin g judicial supervised mediation, and judicial arbitration to resolve disputes on construction cl aims of $375,000 or less. Effective January 1, 2017, Section 9204 of the Public Contract Code prescribes a process for negotiation and mediation to resolve disputes on construction claims. The i ntent of this Section is to implement Sections 20104 et seq. and Section 9204 of the California Public Contract Code. This Section shall be construed to be consistent with said statutes.

For purposes of these procedures, “Claim” means a separate dema nd by the Contractor, after the Agency has denied Contractor’s timely and duly made request of payment in accordance with the Standard Specif ications for (A) a time extension, (B) payment of money or damages arising from work done by or on behalf of the Contractor pursua nt to the Contract for a public work and payment of which is not otherwise entitled to, or (C) an amount the payment of which is disputed by the Agency.

The following requirements apply to all claims to which this section applies:

Section 10 – Potential Claims and Dispute Resolution
Add the following:

Section 10-1 Potential Claim
Any demand or assertion by the Contractor seeking an adjustment of Contract Price and/or Contract Time, or other relief, for any reason whatsoever, must be in strict compliance with the requirements of the Contract Doc uments. For purposes of this Se ction 10-1, any and all work relating to any such demand or assertion shall be referred to as “Disputed Work,” regardless of whether the basis of the demand or assertion arises from an int erpretation of the Contract Documents, an action or inaction of the Contractor, the Engineer, or the City, or any other event, issue, or circumstance. The Cont ractor shall bear all costs inc urred in complying with the provisions of this Section 10-1.

Promptly upon becoming aware of any event, issue, or circumstan ce including, but not limited to, disputes arising under the Contract, the acts or omissions of the Engineer or City or by operation of law, which the Contra ctor believes, in whole or in p a r t , p r o v i d e s a b a s i s f o r a n adjustment of Contract Price and/or Contract Time. Or that Contractor’s performance is excused, or other relief, Contractor shal l provide a signed written Init ial Notice of Potential Claim to the

CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PEDESTRIAN HYBRID BEACON (PHB) PROJECT NO. 9099 F-20

Engineer in a format acceptable to the City. Contractor shall provide a signed written initial notice of potential claim to the Engineer within 5 days from the date the dispute first arose and before commencing any disputed work. The initial notice of potential claim shall provide the nature and circumstances involved in the dispute which shall remain consis tent through the dispute. The initial notice of potential clai m shall be submitted on Form CE M 6201A available on Caltrans’ website and shall be certified with reference to the California False Claims Act, Government Code Sections 12650 12655. Assign an exclusive identification n umber for each dispute, determined by chronological sequencing, based on the date of the dispute.

The exclusive identification num ber for each dispute shall be u sed on the following corresponding documents:

1. Initial notice of potential claim.

2. Supplemental notice of potential claim.

3. Full and final documentation of potential claim.

4. Corresponding claim included in the Contractor's written statement of claims.

Provide the Engineer the opportunity to examine the site of wor k within 5 days from the date of the initial notice of potential claim. Proceed with the perform ance of contract work unless otherwise specified or directed by the Engineer.

Throughout the disputed work, maintain records that provide a c lear distinction between the incurred direct costs of disputed work and that of undisputed w ork. Allow the Engineer access to your project records deemed necessary by the Engineer to evaluate the potential claim within 20 days of the date of the Engineer's written request.

Within 15 days of submitting the initial notice of potential cl aim, submit a signed supplemental notice of potential claim to the Engineer that provides the following information:

1. The complete nature and circumstances of the dispute which caus ed the potential claim.

2. The contract provisions that provide the basis of claim.

3. The estimated cost of the potentia l claim, including an itemize d breakdown of individual costs and how the estimate was determined.

4. A time impact analysis of the project schedule that illustra tes the effect on the scheduled completion date due to schedule changes or disruption s where a request for adjustment of contract time is made.

Include your complete reasoning for additional compensation or adjustments.

Submit the supplemental notice of potential claim on Form CEM 6 201B furnished by the Department and certify with refer ence to the California False C laims Act, Government Code Sections 12650 12655. The Engineer will evaluate the information presented in the supplemental notice of potential claim and provide a written response within 20 days of receipt. If the estimated cost or effect on the scheduled completion date changes, update information in items 3 and 4 above as soon as the change is recognized and submit this information to the Engineer.

Within 30 days of the completion of work related to the potenti al claim, submit the full and final documentation of potential claim to the Engineer that provides the following information:

CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PEDESTRIAN HYBRID BEACON (PHB) PROJECT NO. 9099 F-21

(1.) A detailed factual narration of events fully describing th e nature and circumstances that caused the dispute, including, but not limited to, necessary da tes, locations, and items of work affected by the dispute.
(2.) The specific provisions of the contract that support the p otential claim and a statement of the reasons these provisions s upport and provide a basis for en titlement of the potential claim.
(3.) When additional monetary compensation is requested, the ex act amount requested calculated in conformance with the Contract Documents including an itemized breakdown of individual costs. These costs shall be segregated into the following cost categories:

3.1. Labor – A listing of individuals, classifications, regular h o u r s a n d o v e r t i m e h o u r s worked, dates worked, and other p ertinent information related t o the requested reimbursement of labor costs.

3.2. Materials – Invoices, purc hase orders, location of materia ls either stored or incorporated into the work, dat es materials were transported to the project or incorporated into the work, and other pertinent information rel ated to the requested reimbursement of material costs.

3.3. Equipment – Listing of detailed description (make, model, and serial number), hours of use, dates of use, and equipment rates. Equipment rates shall b e at the applicable State rental rate as listed in t he Department of Transportation publication entitled "Labor Surcharge and Equipment Rent al Rates," in effect when th e affected work related to the dispute was performed.

3.4. Other categories as specified by the Contractor or the Engineer.

(4.) When an adjustment of contract time is requested, include the following:

4.1. The specific dates for which contract time is being requested.

4.2. The specific reasons for entitlement to a contract time adjustment.

4.3. The specific provisions of the contract that provide the basis for the requested contract time adjustment.

4.4. A detailed time impact analysis of the project schedule. The time impact analysis shall show the effect of changes or disruptions on the scheduled comp letion date to demonstrate entitlement to a contract time adjustment.

(5.) The identification and copies of documents and the substance of oral communications that support the potential claim.

The full and final documentation of the potential claim shall be submitted on Form CEM 6201C furnished by the Department and shall be certified with reference to the California False Claims Act, Government Code Sections 12650 12655.

Pertinent information, references , arguments, and data to suppo rt the potential claim shall be included in the full and final documentation of potential claim. Information submitted subsequent to the full and final documentation submittal will not be consi dered. Information required in the full and final documentation of potential claim, as listed in i t e m s 1 t o 5 a b o v e , t h a t i s n o t applicable to the dispute may be exempted as determined by the Engineer. No full and final documentation of potential clai m will be considered that does n ot have the same nature and

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circumstances, and basis of claim as those specified on the ini tial and supplemental notices of potential claim.

If you, in conjunction with or subsequent to the assertion of a potential claim, request inspection and copying of documents or recor ds in the possession of the Ci ty that pertain to the potential claim, you must make your records of the project, as deemed by the City to be pertinent to the potential claim, available to the City for inspection and copying."

Unless otherwise specified, the Engineer will evaluate the information presented in the full and final documentation of potential claim and provide a written re sponse within 30 days of receipt.

The Engineer's receipt of the full and final documentation of p otential claim shall be evidenced by postal receipt or the Engineer's written receipt if delivered by hand. If you submit full and final documentation of potential claim after acceptance of the work by the City, the Engineer need not provide a written response.

10-2 Dispute Resolution
All disputes and claims arising under or by virtue of this cont ract shall be directed to and be determined by the Public Works Director. The Director’s determination can be appealed to City Manager or their designee. The determination by the City Manager or their designee of disputes and claims shall constitute the decision of the City of Goleta; provided, however, that Article 1.5 (commencing with Section 20104) o f Chapter 1 of Part 3 of Divis ion 2 of the Public Contract Code shall apply to the public works claim of $375,000 or less.

10-3 Dispute Resolution - Claims exceeding $375,000
Any claim, dispute, or other matter in question arising out of or related to the Contract or Project exceeding three-hundred seventy-five thousand dollars ($375,000 .00) that cannot be resolved between the City and the Contract or shall be resolved by the Sa nta Barbara County Superior Court.
10-4 Claims Procedures as a Prerequisite to Filing Suit Contractor acknowledges and agrees that its failure to submit a ny notice of potential claim or claim arising under this Contract in accordance with Section10, shall constitute a waiver of Contractor’s right to additio nal compensation and/or extension of time. Failure to follow the provisions set forth in this Contract shall constitute a waiver of Contractor’s right to receive any additional time or money as a result of any event giving rise t o a claim or request for change order. Notwithstanding any other provisions in the Contract rel ating to any additional time or money which Contractor may be entitled to upon the occurrence of any directive or other event, or any other circumstance, Contractor must comply with the provisions of Section 10 to avoid a waiver of any such entitlement to any additional time or money. Contractor’s failure, neglect, or refusal to comply with the requ irements of Section 10, or any p ortion thereof, shall bar Contractor’s request for additional compensation or adjustments to contract time. Such failure, neglect, or refusal prejudices the City’s and the Engineer’s ab ility to recognize and mitigate delay, and such failure, neglect, or refusal prevent the timely analysis of requests for adjustment of contract time, and whether such adjustments may be warranted. Contractor hereby waives all rights to additional compensation or adjustments of contract time due to delays or accelerations

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that result from or occur during periods of time for which Contractor fails, neglects, or refuses to fully comply with the requirements of Section 10.

Section 10-5 Government Code Claims.

Notwithstanding Contractor’s par ticipation in dispute resolutio n proceedings or other claims procedures under the Contract, such proceedings are in addition to Contractor’s obligation to present a written Government Code claim in accordance with Section 900 et al of the California Government Code, which is a prerequisite to filing a lawsuit fo r money or damages against the City. Contractor further acknow ledges that notwithstanding Cont ractor’s compliance with the claims procedures set forth in Section 10or in the Contract Documents, such procedures are in addition to Contractor’s obligation to comply with the claims procedures set forth in Government Code sections 900 et al prior to filing a lawsuit against the C ity for any such claim. Failure to submit a Government Code claim or comply with the claims provis ion contained in Section 10 or in the City Special Provisi ons, shall bar Contractor from br inging and maintaining a valid lawsuit against the City.

Section 10-6 Participation in Dispute Resolution Proceedings.

Contractor and the City agree that all parties necessary to resolve a claim or dispute should be parties to the same dispute resolution proceeding. Contractor a grees upon request of the City to be joined in any mediation or arbitration when Contractor’s presence is required if complete relief is to be accorded and to prevent the possibility of conflicting rulings on a common issue of law or fact and otherwise to pr event the risk of the parties be ing subjected to inconsistent obligations or decisions.

Section 10-7 Contractor’s Continuing Obligations.

At all times during the processi ng of the Contractor’s potentia l Claim, including, but not limited to, in response to a work directive issued by the Engineer, the Contractor shall diligently proceed with the performance of the Disput ed Work and other Work, unles s otherwise specified or directed by the Engineer.

The Contractor shall provide the Engineer the opportunity to ex amine the site of the Disputed Work as soon as reasonably possible, and in no event later than five (5) days from the date of the Initial Notice of Potentia l Claim. Throughout the processin g of the Contractor’s potential Claim, the Contractor shall provide the Engineer a reasonable opportunity to examine the site of the Disputed Work within five (5) days of the date of Engineer’s written request therefor.

The Contractor shall promptly respond to any requests for further information or documentation regarding the Contractor’s potential Claim.

Although not to be construed as p roceeding with force account w ork, throughout the performance of the Disputed Work, the Contractor shall maintain daily records in accordance with the Contact Documents that provide a clear distinction between the incurred direct costs of Disputed Work and other Work. The Contractor shall allow the En gineer access to its project records deemed necessary by the Engineer to evaluate the potent ial Claim within fifteen (15) days of the date of the Engineer's written request.

All Subcontractor’s and material supplier’s claims of any type shall be brought only through Contractor pursuant to the provisions of this Section 10 and Contractor’s prior good faith review

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pursuant to the Contract Docum ents. Under no circumstances shal l any Subcontractor or material supplier make any direct claim against City.

Except where provided by law, or elsewhere in these Contract Do cuments, THE CITY SHALL

NOT BE LIABLE FOR SPECIAL OR CONSEQUENTIAL DAMAGES AND THE CONTRACTOR SHALL NOT INCLUDE THEM IN ITS CLAIMS. Contractor shall be limited in its recovery on any Claim(s) to the adjustments allowed in the Contract Documents.

During each step in the processing of the Contractor’s Claim, each notice shall be accompanied by the Contractor’s written stat ement that the adjustment or re lief claimed is the entire adjustment or relief to which the claimant believes it is entitled as a result of the event, issue, or circumstance giving rise to the Claim.

Under no circumstances may the Contractor submit an Initial Not ice of Potential Claim, Supplemental Notice of Potential Claim, or Notice of Final Claim after the date of final payment.

Section 10-8 Notice of Third-Party Claims.

The City shall provide Contractor with prompt written notice of the receipt of any third-party claim relating to the Contract in accordance with Public Contract Code section 9201 by sending a copy of the third-party claim to Contractor at the address indicated in the Agreement via first class.

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SECTION F

CITY SPECIAL PROVISIONS

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HYBRID BEACON (PHB)

The Special Provisions contained herein have been prepared by or under the direction of the following registered engineers

Prepared by:

___________________________________________
Maher Hanbali, P.E. Date Stantec Consulting Services, Inc.

Approved by:

___________________________________________
Charles W. Ebeling, PE TE Date Director of Public Works, City of Goleta

2/22/2022
Prepared by:
_____________ _____________________ ________
Maher
Hanbali, P.E.

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TABLE OF CONTENTS

CITY SPECIAL PROVISIONS AND TECHNICAL SPECIFICATIONS

SECTION 900 GENERAL
SECTION 901 MOBILIZATION
SECTION 902 TRAFFIC CONTROL, PAR KING RESTRICTIONS, AND SIGNAGE SECTION 903 WATER POLLUT ION CONTROL PLAN (WPCP)
SECTION 904 MEASUREMENT AND PAYMENT
SECTION 905 CLEARING AND GRUBBING / DEMOLITION
SECTION 906 AGGREGATE BASE
SECTION 907 CONCRETE CONSTRUCTION
SECTION 908 A.C. PAVEMENT
SECTION 909 TRAFFIC SIGNALS
SECTION 910 TRAFFIC SIGNAG E, STRIPING AND MARKINGS

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SECTION 900 – GENERAL

900-1 General Description of the Work
A. The work to be performed incl udes but is not limited to:

Furnishing all labor, materials, tools, and equipment necessary to remove and replace sidewalks, install access ramps install pedestrian hybr id beacon improvements perform other relat ed work as necessary to provide a c o m p l e te project; all in accordance with the Standard Specifications, Ge neral Provisions, plans, and these Special Provisions.

B. Existing improvements, visible at the Work or which can be r easonably ascertained by available information to exist, and which interf ere with the completion of the Work but which no specific disposition is made on the Plans or Specifications, shall be addressed by the Contractor as follows:

1. Existing improvement s which interfere with the completion of the Work shall be removed and replaced, in kind. The exact location and align ment of the replacement shall be confirmed wit h the Engineer prior to remov al and adjustments to the location to conform to the Work shall be mad e as necessary.

2. The Engineer may determine that the existing improvements ar e to be removed and not replaced. Removed improvements shall be proper ly disposed of by the Contractor.

3. The area where existing improv ements were removed shall be r estored to conform with the Work and match the surrounding area. Restorat ion shall conform to adjacent improvements.

4. All costs for addressing proposed improvements in conjunctio n with existing improvements shall be included in the bid.

900-2 Standard Specifications and Details
A. The work provided herein must conform to and be in accordance with the Contract Plans, General Provisions and Spec ial Provisions, as well as th e Standard Specifications for Public Works Construction (”SSPWC”), written and promulgated by the Public Works Standards, Inc.; herein referred to as the “Standard Specifications”, the State of C alifornia Department of Transpor tation Standard Specifications; hereinafter referred to as the “State Standard Specifications”, California Manual on Uniform Traffic Control Devices (CMUTCD), City of Goleta Standards, and County of Santa Barbara Standards.

B. Whenever in the Contract Documents references are made to pu blished specifications, codes, standards, or other requirements, it is understood that if a date is not specified, only the latest specifications, standards, or requirements of

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the respective issuing agency which have been published as of t he date that the Work is advertised for bids will apply; except to the extent that such standards or requirements may be in conflict with applicable laws, ordinance s, or governing codes. No requirements set forth herein or shown on the drawings will be waived because of any provision of, or omission from, the standards or requirements.

900-3 Order of the Work
A. The Contractor must control operations such that the following conditions can be met:

GENERAL:

1. Coordinate, perform, and construct street improvements per t he Contract Documents. Contractor shall al low utility owners access to the work and shall schedule around interferenc e by utility owners performing concurrent work.

2. Various items of concrete construction shall be installed or replaced shortly after demolition and removal has begun. In no case shall removal take place unless the Contractor can complete installation and replacement within the following time periods:
a. All driveways shall be construc ted so as to minimize impacts t o access to private properties. Driveways shall be closed no lon ger than seven (7) calendar days including the minimum three (3) days of cure time. No driveway shall be demolished on a Thursday or Friday.

For commercial areas and businesses, demolition and construction of driveways shall be staged so that vehicular access to the prope rties are maintained at all times.
b. Sidewalk and access ramps shall be replaced no later than th e third (3rd) working day after demolition or removal.
c. Backfill and paving conform work shall be installed no later than the fifth (5th) calendar day following concrete placement.
d. Sidewalks on both sides of a street shall not be closed or r emoved simultaneously.

Failure to complete such work within the time period and/or conditions stated shall be reasonable basis for the Engineer to stop all other it ems of construction until such work is completed.

3. Contractor shall coordinate with adjacent property owners/te nants in order to schedule demolition/construction activities in order to minimize impacts to residents and/or business operations.

4. Contractor is restricted to work on one driveway per propert y a t a t i m e .

Demolition of subsequent driveway(s) shall not commence until c ompletion and acceptance of the driveway actively under construction.

900-4 Requirements of the Work

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A. All work must be coordinated wi th the Traffic Control Plan, Project Schedule, Contract Period, Submittals and other requirements of these Con tract Documents.

B. The Contractor must maintain a minimum of one lane, not less than twelve (12) feet wide, in each direction of travel at all times.

C. All movements at interse ctions must be maintained.

D. No lanes may be closed prior to 8:00 a.m. and all lanes must be opened by 4:00 p.m. Where night work is required, no lanes may be closed betw een 4:00 p.m. and 7:00 p.m., and between 5:30 a.m. and 8 a.m.,

E. To allow for adequate intersection inspection of the work by the City and minimize impacts on surrounding neighborhoods the following contract items shall have the hours of work restricted as follows:

Various items of concrete construction: No concrete shall be d elivered prior to 8:00 a.m. and all concrete shall be placed prior to 3:00 p.m.

Early morning activities: No heavy construction activities or motorized or electric equipment will be used prior to 8:00 a.m.

Certain streets near schools require work hour restrictions: The streets shown in the appendices “School Zone Work Hour Restriction Map” and thei r associated schools are listed below. Contra ctor shall coordinate work in school zones by notifying schools and Engineer two weeks in advance of construc tion and not performing work during the restricted hours. Contractor shall not perform any work on the streets identified in the “School Zone Work Hour Re striction Map” before 8:30 a.m. and from 2:30 p.m. to 3:30 p.m.

The Contractor may request exceptions by submitting a traffic control plan to the Engineer for approval that shows that school pedestrians, bicycles, and vehicular traffic will not be adversely affected by the work. Requested exception does not guarantee excepted work will be allowed.

Elementary Schools:
x Brandon School – 195 Brandon Drive; (805) 571-3770
x Ellwood – 7686 Holliste r Avenue; (805) 571-3774
x Kellogg – 475 North Camb ridge Drive; (805) 681-1277

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x La Patera – 555 North La Patera Lane; (805) 681-1280

Middle School:
x Goleta Valley – 6100 Stow Canyon Road; (805) 967-3486

High School:
x Dos Pueblos – 7266 Alam eda Avenue; (805) 968-2541

F. A maximum noise level limit o f eighty-six (86) decibels at a distance of fifty (50) feet will apply to all construction equipment on or related to the project whether owned by the Contractor or not. The use of excessively loud warning signals must be avoided except in those cases required for protection of per sonnel. The use of generators or other mechanica l devices between the hours of 4:30 p.m. and 8:30 a.m. is not permitted unless approved by the Engineer.

G. The City reserves the right to direct the order of work in the interest of public safety and convenience. The Engineer will endeavor to give the Contrac tor 72 hours- notice of any such directed order of work.

H. Coordinate, perform, and construct roadway work such that th e restoration work on a street is completed prior to the weekend and/or holiday so the street and pedestrian walkways are fully restored and available for public use.

I. No work may be performed on Saturday, Sunday, or holidays un less approved in advance by the Engineer. Holidays are anticipated as follows:

Holiday: Date:

New Year’s Day (January 1)
Martin Luther King Day (3rd Monday in January)
Presidents Day (3rd Monday in February)
Memorial Day (last Monday in May)
Independence Day (July 4th)
Labor Day (1st Monday in September)
Veterans Day (November 11th)
Thanksgiving Day (4th Thursday in November)
Day after Thanksgiving (4t h Friday in November)

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Christmas Eve (December 24th)
Christmas Day (December 25th)
New Year’s Eve (December 31 st)

Note: If a holiday falls on a weekend, a Saturday holiday will be observed on Friday and a Sunday holiday will be on a Monday. If part or all of a 2-day holiday falls on a weekend, the City will determine which 2 weekdays will be holidays.

J. No work will be allowed to be performed or be underway on th e parade route or parade staging areas of the Goleta Christmas Parade, on the day of the parade.

Contractor shall clean-up work site, restore all surfaces and make full width of the roadway and right of way safe and available for traffic and pedestrians.

K. The holiday and event dates listed above are approximate dat es and will vary depending on the year construction occurs. The Contractor is required to obtain and account for the City’s observed holiday dates and special e vent dates that will impact the project during the course of the Contract.

L. Contractor must reimburse City for costs for overtime inspection associated with project work hours. Costs will include hours in excess of 8-hou rs per workday shift, hours in excess of 40-hours per work week, and weekend and holiday work when specifically authorized.

M. Access to businesses shall be maintained at all times. Contractor shall coordinate with owners prior to street work.

N. The Contractor must diligently prosecute the contract work w ithin the allowed number of working days specified in the Contract Documents. The days to finish the punch list, provided by the City, shall be included in the working days.

900-5 Work Hours
A. Work shall be prosecuted duri ng the following time period:
x Normal daily work hours are from 7:30 a.m. to 4:30 p.m. Varia nces from these hours shall be approved in advance by the Engineer. x Where night work is required, w orking hours shall be within th e hours of 7:00 pm to 5:30 am, unless authorized by the Engineer.

900-6 Public Notification
A. At least seven (7) calendar days prior to beginning work, th e Contractor must distribute notices to all residences, owners, businesses, and s chools adjacent to or affected by the proposed work. In addition, the Contractor must notify property

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owners and adjacent nei ghborhoods in writing as directed by the City, 72 hours in advance of area specific work. Such notices must at minimum give the start date of the work, daily schedule for the proposed work, typical parking restriction for the work, the times of any restricted driveway access, impa cts to residences and businesses, the Contractor's r epresentative name and phone number, the City representative name and phone number, along with any other information requested by the Engineer.

B. Such notices must be prepared and printed by the Contractor, reviewed & approved by the Engineer, and must be served by the Contractor's representative in person to each residence and business. Failure of the Contr actor to properly serve such notices will be cause for suspension of work until compliance with this requirement is achieved. No extension of time will be allowed to the Contractor for lost time due to his failure to distribute such notices in a timely manner or from suspension of work due to non-compliance. Contractor must docum ent delivery of notices by providing an e-mailed list of locations where notices were delivered including the date and time of completion, by the end of the da y of delivery.

Contractor must also e-mail a minimum of five clear photos (2-m egapixel) showing completion of the deliver y and parking restriction sign s for each street notified. Contractor must send e-mail to an e-mail address as directed by Engineer.

C. The Contractor is responsible for and must deliver public notification for all phases of the work. The Contractor must submit for approval all notices for content and delivery schedule two weeks prior to actual delivery.

D. The Contractor shall post si gns, 2’ x 3’, one in each direction of on-coming traffic, for Measure “A” funded circulation improvement projects, one week before, during construction, and one month after, that include the project title, Measure “A” logo, project completion date, project sponsor logo and Measure “A” website address. These signs may be provided by the City upon request.

E. Full compensation for confor ming to the requirements of this section will be considered as included in the pric es paid for the various contr act items of work involved and no additional compensation will be allowed.

900-7 Permits
A. Before beginning work, Contract or must confirm with agencies having jurisdiction that Contractor has obtained all necessary permits and licenses and given all notices.

B. Contractor must apply for, procure, and pay all charges and fees for all other necessary permits and licenses required to perform the work. Co ntractor is

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responsible for obtaining all nec essary permits (not provided b y City), reviewing the conditions and requirements c ontained therein, and includin g the cost of meeting these conditions and requirements in this bid. The original permits must be submitted to City and Contractor must maintain a copy of these permits at the job site at all times. All provisions of all project permits (i ncluding those provided by City and obtained by Contractor) will apply as though stated in these Specifications. Contractor must follow the more restrictive of the conditions, as determined by the Engineer, if ther e is a conflict. Any costs i ncurred due to compliance with these permits mus t be included in the contract costs. No additional payment will be made for such permits.

C. Any work in or affecting Caltrans right-of-way will require a Caltrans double permit.

Contractor must apply for and pay for this double permit when necessary.

D. Full compensation for confor ming to the requirements of this s e c t i o n w i l l b e considered as included in the pric es paid for the various contr act items of work and no additional compensation will be allowed.

900-8 Fees and Fines
A. If the City receives a fine or penalty due to the Contractor ’s actions or inactions, Contractor will be responsible to pay such cost. City may deduc t such amount from amounts due, or to become due the Contractor.

900-9 Review of Contract Documents and Job Site
A. The Contractor must carefully study and compare each element of the Contract Documents with each other and with information available to the Contractor as furnished by the City. The Contractor will assume all responsibility for deductions and conclusions as to the difficulties in performing the work.

B. The Plans show conditions as t hey are supposed or believed by the City to exist.

The City does not warrant the completeness or accuracy of such information. It is the Contractor’s responsibility to ascertain the existence of all conditions affecting the cost of work. The Contractor must immediately notify the Engineer of errors, inconsistencies or omissions discovered. If the Contractor per forms any construction activity knowing it involves a recognized error, i nconsistency or omission in the Contract Documents without such notice to the E ngineer, the Contractor will assume appropria te responsibility for such perf ormance and will assume responsibility for the cost of correction.

900-10 Right-of-Way

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A. Right of Way, easements or ri ght-of-entry for the Work are i ncluded in the appendix, if applicable.

B. Attention is directed to Secti on 2-3 “Right-of-Way” of the Standard Specifications and these Special Provisions.

C. The Contractor must verify th at the acquisition(s) is completed prior to beginning any work outside the public right of way. All cost for remobilization, downtime, etc., due to delays in obtaining the required rights of way, easements, and rights of entry must be included in the price bid for the various items of work and no additional compensation will be allowed.

D. The Contractor will not be entit led to the exclusive use of any public street or rights-of-way during the perform ance of the work under the cont ract, and the Contractor must conduct operations so as not to interfere unnec essarily with business, traffic, pedestrians, and the authorized work of util ity companies or other agencies in the street or ri ghts-of-way. Neither the Spe cifications nor the Plans may be construed to entitle the Contractor to conduct operations within the rights-of-way which are in violat ion of any local, county, or s tate ordinance or regulation restricting interference with water courses and drainage channels. The Contractor must take adequate precaution against obstructing st orm water flow within the project limits. The C ontractor may not deposit exca vated materials, store equipment or construction materials within the street.

900-11 Surveying
A. Attention is directed to Section 3-10, “Surveying” and Secti on 400-2 “Permanent Survey Markers” of the Standard Specifications and these Specia l Provisions.

Delete Section 3-10, “Surveying,” Section 400-2 “Permanent Surv ey Markers,” and Section 400-3 “Payment” of t he Standard Specifications and substitute with the following:

B. Contractor is responsible for all project construction surve ying to determine locations of construction, grading and site work. Surveys to determine location of property lines and corners must be supplied by the Contractor. Surveying must be performed by a Land Surveyor or Civil Engineer registered in the State of California to perform these services. The Engineer reserves the right to check Contractor’s work at any time during the project. Checks perfor med by the Engineer will not relieve Contract or of responsibility to prope rly locate and construct the work in accordance with the Contract Documents. If the Engineer’s check of the surveying identifies errors in the survey work, th e Contractor must correct such survey work and the cost of the survey check performed by City will be charged to the Contractor and the cost may be deducted from monies due or to become due the Contractor.

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C. No lines and/or grades will be set by City or the Engineer. Contractor will be responsible for establishing t he lines and grades required for the completion of the work specified in the specifications, on the plans, and in the special provisions.

D. Survey Monument Inventory: Cont ractor must prepare survey mo nument inventory of the project site, including any area affected by t he work. Such inventory must be prepared by a Land Surveyor or Civil Engineer qualified to perform Land Surveying, licensed i n the State of California. S urvey monument inventory must be submitted to the Engineer one week prior to beginning any work that may affect a survey monument. Inventory must indicate location, monument description, how the monument is protected, location ties, a statement indicating that the survey monument inventor y is a complete listing of sur vey monuments affected by the work, and must be signed and sealed by the Land Surveyor or Civil Engineer

E. Existing survey monuments loca ted adjacent to and outside of construction areas must be adequately protected from any damage that may result from Contractor’s operations. Contractor must provide location ties to survey mon uments in the work zone. Contractor must immedi ately notify the Engineer if a ny survey monument in the work area is acci dentally disturbed or damaged. All survey monuments and monument we lls damaged or displaced by Contractor ’s operations must be reported to t he County Surveyor. Contractor must replace disturbed or damaged survey monum ents in accordance with the pr ovisions of the Land Surveyor’s Act, Code of the State of California, at Contractor’s expense.

Prior to relocation or removal of any survey monument, Contract or must contact City for direction, at least 5 working days prior to relocating a survey monument.

Contractor must file required survey tie and monument records w ith the County Surveyor.

Payment
The cost of surveying, staking, and layout is to be included in the various items of work and no additional payment will be allowed.

900-12 Protection and Restorati on of Existing Improvements A. Attention is directed to Sec tion 3-12 “Work Site Maintenance ,” Section 4-2 “Protection,” and Section 400 “Pr otection and Restoration of Ex isting Improvements” of the Standard Specifications and these Special Provisions.

B. Contractor agrees to assume s ole and complete responsibility for protection of public and private property in the vicinity of the job site and further agrees to, at Contractor's expense, repair or r eplace to original condition a ll existing

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improvements within or in the vicinity of the job site which ar e not designated for removal and which are damaged or removed as a result of Contrac tor's operations.

C. Repair or replacement must be completed within three (3) working days from the date the damage occurred, unless immediate repair or replacement is determined to be necessary by the Engineer. If the Contractor fails to re store existing improvements in a timely manner, within the timeframe specified , the City may complete the work and costs will be deducted from payments due the Contractor.

D. Contractor must coordinate oper ations such that damage to ne wly constructed improvements is avoided. In the event newly constructed improvements, shown on the Contract Documents, interfe re with other project work or is necessary for safety or access and must be removed and replaced, the City will only pay for the improvements to be constructed one time. Multiple replacements or work necessary for the convenience of the Contractor will be considered performed at the Contractor’s expense.

900-13 Utility Requirements and Potholing
General
A. Attention is directed to Sec tion 402 “Utilities” of the Stan dard Specifications, the contract Plans, and these Special Provisions. The Contractor mu st verify the location, size, and type of all existing utilities prior to construction. Utilities include, but are not limited to; telephone, electricity, gas, fiber-optic cable, cable television lines, traffic signal systems, co mmunication systems, petroleum lines, water, irrigation systems, storm drains and sanitary sewer.

B. When the Plans or Specifications provide for the Contractor to alter, relocate, or reconstruct a utility, all costs for such work must be included in the Bid for the items of work necessitating such work. Temporary or permanent r elocation or alterations of utilities requested by the Contractor for its co nvenience are the Contractor’s responsibility and t he Contractor must make all ar rangements and bear all costs.

C. The Contractor must obtain a ll necessary permits and notify the utility agencies at least 48 hours in advance of excavating around any of their facilities. It is the responsibility of the Contractor to coordinate all phases of co nstruction with the various utility companies involved.

D. The Contractor must notify Underground Service Alert at 811 at least 48 hours prior to any excavation or construction work. Paint indication s for underground utilities must be limited to only those areas to be affected. T he Contractor must

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document USA markings with phot ographs or video and must provid e a copy of the photographs and video to the Engi neer. The Contractor must remove any painting marks that remain after the construction is complete as follows:

When placing markings on the pavement or other right-of-way are as to indicate the location of underground facilities, Contractors an d/or utility companies are required to use a temporary water based marking c halk with a visibility life not to exceed three (3) weeks. Contracto r must arrange for markings to be removed as needed. In the event that a Contractor or utility company use s a non-approved marking mater ial, it will be the responsibility of the Contractor to ensure the complete removal of all pavement markings remaining upon completion of the permi tted work. If the Contractor fails to properly and completely remove all pavement markings, the City may affect the removal and deduct f rom payments due or become due the Contractor for both direct and indirect costs as determined by the Engineer.

Utility Verification
A. The location and existence of utilities shown on the plans a re approximate and taken from available records. The Contractor must verify the lo cation of existing utilities, by potholing or other s uitable methods, and must take all precautions to protect them whether shown or not. The exact location and iden tification of all existing utilities must be dete rmined by the Contractor prior t o the start of any work.

B. The Contractor must physically locate, verifying horizontal and vertical locations, and map existing underground facilities within the work area th at are marked by Underground Service Alert (USA), shown on the drawings or visib le in the field.

Contractor must protect all su ch facilities from damage due to construction activities for the duration of the project. In the event any s uch unknown facilities or substructures should be disturbed or damaged due to the fail ure of the Contractor’s exercising reasonabl e care, the Contractor must at once make necessary emergency repair at no cost to and to the approval of the owner. In the event the utility owner requires its own forces or approved vendors to perform such repairs, Contractor must c oordinate and cooperate with the utility to complete the repairs. All costs for repairs, staff time, direct and indirect costs, and any costs billed by the utility must be borne by the Contractor and costs may be deducted from payments due or to become due the Contractor. Con tractor is responsible for following all applicable rules and regulations concerning work in the vicinity of underground and/or overhead utilities.

C. All utilities designated on t he Plans to be protected in pla ce must be carefully uncovered if located within the lines of excavation and time mu st be allowed for

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the Engineer to field check the location of such utilities to m ake certain that they will not interfere with construction. In the event a utility conflict exists, the City will either arrange for utility owner to relocate the utility or adj ust grade and/or alignment of the proposed improvement. Contractor must allow sufficient time for this utility work and must adjust Contractor’s operation to mov e to other areas to allow the utility relocation work to occur.

D. In the event any such fac ility should be disturbed or damage d, the Contractor must at once make repairs to the satisfaction of the owner, or arrange with the owner to make repairs, at no cost to the City. Any delays or re construction of improvements resulting from the Contractor’s failure to verify utility locations and depths will be made at the Contractor’s expense.

Utility Company Work Requirements
A. Where facilities are shown on the Plans, “To be Relocated by Others,” the City will issue the owner a “Notice to Relocate” or by City agreemen t with owner, require owner to relocate. Contractor must coordinate and schedule work with the various utilities. Contractor must be familiar with the utility company requirements, scheduling the work with adequate time in advance of needing utilities relocated, protected, installed or removed. In the event difficulties delay relocation, which in the judgment of the Engineer cannot reasonably be foreseen and require a delay in Contractor’s completion date after all reasonable remedies for keeping contract on schedule have been exhausted by Contractor including, but not limited to flow- charts and critical path scheduli ng, work simplification, and a lternative construction methods, Engineer may allow extra time to the Cont ractor, but no additional compensation will be allowed.

B. The Contractor must protect facilities shown on the Plans, “ To Be Relocated By Others,” in both original and relocated positions and any damage to such facilities must be immediately repaired to the owner’s satisfaction at no cost to the City.

Payment
The cost for coordination with the utility companies, providing work areas for utilities, locating facilities including potholing, protecting utility fac ilities in place, and conforming to the requirements of this section will be consider ed as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed.

900-14 Subsurface Conditions
A. Where investigations of s ubsurface conditions have been made by the City with respect to subsurface conditions, utilities, foundation, or other structural designs, and that information is shown in the Plans, it represents only a statement by the

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City as to the character of materials which have actually been encountered by the City’s investigation. This info rmation is only included for the convenience of Bidders.

B. Investigations of subsurface conditions are made for the purpose of design only.

The City assumes no responsibility with respect to the sufficie ncy or accuracy of borings or of the log of test bor ings or other preliminary inve stigations or of the interpretation thereof. There is no guaranty, either expressed or implied, that the conditions indicated are representative of those existing throughout the Work, or any part of it, or that unanticipated conditions may not occur. When a log of test borings is included in the Plans, it is expressly understood and agreed that such log of test borings does not constitute a part of the Contract. The log of test borings represents only an opinion of the City as to the character of t he materials to be encountered, and is included in the Plans only for the convenience of the Bidders.

Making information available to Bidders is not to be construed in any way as a waiver of the provisions of the first paragraph of this Section , and Bidders must satisfy themselves through their own investigations as to condi tions to be encountered.

900-15 Pre-Construction Job Site Video
A. A minimum of one week prior t o start of construction, the Co ntractor must video all areas where construction is to take place. Such videos (DVD or other approved media) must be provided to the Engineer before construction commences. These videos will serve as a record of the existing conditions for di sputes arising from restoration and should therefor e be taken along the line of con struction and site access and staging areas at sufficient detail as necessary to clearly depict details of existing conditions. Video must document existing conditions, roadway, striping and all painted curb markings in the project area. All videos must be indexed and catalogued in such a manner that each photographed area is read ily identifiable and must also indicate the date and time (hour, minutes and sec onds) on which the video was made. The Contractor must also video any unusual conditions encountered during construction t hat are not already a matter o f photographic record. In the event damage to existing improvements occurs, th e video will be available as a resource to determine existing conditions. In an y areas where existing conditions cannot be determined by means of videos, th e area must be restored as approved by the Engi neer at Contractor’s expense. A ll videos will become the property of the City.

900-16 PRE-CONSTRUCTION CONFERENCE
A. A pre-construction meeting will be conducted prior to commen cement of construction at a time and place designated by the Engineer. T hose attending the meeting must include, but not be limited to, the following:

1. The Contractor and superintend ent who will be supervising the w ork for the

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duration of the project.

2. The Sanitary and Water Districts, if applicable.

3. The Design Engineer

4. The Construction Engineer

5. Representatives of affected Utility Companies

B. Pre-construction conference will not be scheduled until the following has been submitted:

1. Construction Schedule

2. Traffic Control Plan

3. Storm Water Pollution Plan (SWPCP/SWPPP).

900-17 Weekly Project Sch edule and Meetings
A. By Tuesday of each week, t he Contractor must prepare and sub mit a detailed schedule of the work projected for the next two weeks on a dail y basis. The Contractor must make revisions as required by the Engineer.

B. The Engineer will conduct a Weekly Project Status Meeting that must be attended by the Contractor, subcontractor s, utility companies (as requir ed) and the Engineer. The meeting will have duration of approximately one hour. The meeting will be held on the day, time and location as determined by Engineer. The purpose of this meeting will be to discuss interfacing work, scheduling , problems, issues, and the like. If not previously submitted, the Contractor must submit the following to the Engineer at the beginning of the meeting:

1. Daily manpower and equipment u tilization for the preceding week

2. Projected work for the next tw o weeks on a daily basis.

The Contractor must attend all miscellaneous meetings as reques ted by the Engineer.

900-18 Project Schedule
A. Attention is directed to Sec tion 6-1.1 “Construction Schedul e” of the Standard Specifications and these Special Provisions.

B. The Contractor must update the Construction Schedule as spec ified in the Standard Specifications, the General Conditions/Specifications, or when directed

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by the Engineer. Preparation and updating of the Construction Schedule must be performed at Contractor's sole expense.

C. Failure by the Contractor t o submit updated or revised Const ruction Schedules when required may prevent accept ance of progress payment reques ts by the Engineer until such updated or rev ised Construction Schedules h ave been submitted for review and have been accepted by the Engineer.

D. The Construction Schedule must include obtaining all necessa ry materials and equipment and must reflect completing all work within the speci fied time, in accordance with these Specificati ons. Contractor must show com pletion of the project completely filling the Contract time and may not show early completion. In the event, the Contractor requests early completion, Contractor must execute a no-cost Contract Change Order that reduces the number of Working Days allowed for completion to conform with such intended completion date.

E. Contractor must include in t he schedule, detailed information for each operation.

When the project includes multipl e streets or sites, Contractor must include detailed information for each street or site. When notificatio ns or parking restrictions are required such dates must be included in the schedule.

F. Contractor must provide critic al path schedules in legible h ardcopy format and must also submit schedules with each update in electronic format compatible with MS Project or Primavera, as directed by the Engineer.

Payment
Full compensation for the required construction schedules and conforming to the requirements of this section will be considered as included in the contract prices paid for the various items of work involved and no additional compensation will be allowed.

900-19 Coordination with Concurrent Projects
A. Several projects may be ongoing within the limits of the wor k during the Contract period. The Contractor is requir ed to coordinate the work with other contractors such that both projects can be diligently pursued to their time ly completion.

Interfacing work must be shown on the project schedule, and the Contractor will be responsible for meeting that schedule. Contractor must include time for others to perform work within the Work Area and this must be reflected in the Project Schedule. Delays due to interfaci ng with concurrent projects a re considered avoidable and no compensation wil l be made for such delays. Con tractor is responsible for obtaining contra ct documents including plans an d specifications and thoroughly understanding the requirements of Work called for in the contract

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documents for concurrent projects. Contractor must include in the bid all costs for coordination, scheduli ng, meetings, staging and the like that r esult from interfacing with concurrent work.

B. Concurrent projects include but are not limited to the following:

1. City Annual Overlay Project

900-20 Submittals
In addition to the required submittals and shop drawings of the Standard Specifications, the Contractor m ust submit the following shop d rawings and/or submittals in adequate detail, including a list of all deviatio ns from the Contract Documents for each item submitted. The Contractor must submit two (2) hard copies and an electronic pdf copy of the following items marked (*) to the Engineer for review at least five (5) working days pr ior to the Pre-construction Me eting. All other submittals must be submitted in accordance with the submittal p rocedures listed below. The Engineer will determi ne if the specifications are b eing met for all work including but not limited to the following:

General Requirements
x Key Personnel, Telephone Numbers , and Emergency Telephone Numbers x Project Schedule*
x Traffic Control Plans*
x Demolition Waste Re cycle Plan/Statement
x Public Notices

Site Work
x Portland Cement Concrete Mixes
x Asphalt Concrete Mixes
x Aggregate Base
x Detectible Warning Surfaces
x Traffic Stripe and Marking Paint
x Traffic Signal Poles, Mas t arms and Luminaires
x Traffic Signal Heads and framework
x Pedestrian Signal Heads
x Pedestrian Push Buttons
x Traffic Signs
x CIDH Foundation anchor bolts

Contractor must provide all submittals required by Special Provision sections.

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900-21 Submittal Procedures
A. Wherever called for in the C ontract Documents or where requi red by the Engineer, the Contractor must furnish to the Engineer for revie w two (2) hard copies and an electronic (pdf) copy of each submittal.

B. Each submittal item must be individually numbered and must i dentify the specification section that relat es to item being submitted so t hat approved and rejected submittals can be tracked.

C. At the time of each submission, give Engineer specific writt en notice of each variation that the submittal may have from the requirements of the Contract Documents. If a variation is identified that was not brought to the attention of the Engineer, correction will be at the Contractor’s expense.

D. The Engineer will have a minimum of ten (10) working days to review each submittal except were specified differently in these special pr ovisions. It is the responsibility of the Contractor to organize submittals in order of importance and need.

E. Submittals must be clearly i dentified and where multiple ite ms are shown on a shop drawing, items being identif ied as submittals must be mark ed. Extraneous information should not be includ ed in submittals. Only one subm ittal will be reviewed for an item and Contractor may not submit multiple shop drawings from multiple vendors for the same item.

F. Engineer’s review will be only for conformance with the desi gn concept of the project and for compliance with the information given in the Contract Documents, not extending to means, methods, techniques, sequences, or proc edures of construction (except where indicated or required by the Contract Documents) nor to safety precautions or program s incident thereto. Submittals p r o c e s s e d b y Engineer do not become Contract Documents and are not Change Orders.

G. Delays caused by the need for re-submittal or replace unaccepted “or equal” items will not constitute a basis for claim.

H. In the event that an item is called for by a specific produc t o r t r a d e n a m e , Contractor will have 35 days afte r the award of the Contract fo r submission of data substantiating a request for a substitution of “an equal” item. In the event Contractor furnishes any “or equal” material more expensive tha n that specified in the bid form, the difference in cost of such material so fur nished will be borne by Contractor under Public Contract Code section 3400.

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“Or equal” products may be accepted by the Engineer upon submit tal of the following information:

1. Product Date De sign Criteria

2. Physical Properties Limitations of Process

3. Material Specifications List of Previous Projects

4. Installation Specifications Size of Completed Projects

5. Testing Methods List of Current Projects

6. Third Party Test Data

7. Size of Current Projects

8. References (All references must include current names and te lephone numbers).

9. List of all deviations from the specifications or referenced p r o d u c t o r materials.

10. Additional testing may be required, and all costs for testi ng will be borne by Contractor.

I. City reserves the right to modify the procedures and require ments for submittals, as necessary to accomplish the specific purpose of each submitt al. Direct inquiries regarding th e procedure, purpose, or extent of any su bmittal to the Engineer.

J. Repetitive Review

1. Shop drawings and other submit tals will be reviewed no more than twice at the City’s expense. All subsequent reviews will be performed a t times convenient to the Engineer and at the Contractor’s expense, including but not limited to consultant costs, staff charges, overhead, and other related expenses. Contractor shall reimburse the City for such costs, and City may deduct these costs from amounts due or to become due the Contra ctor.

Submittals are required until approved.

2. Any need for more than one resubmission, or any other delay in obtaining Engineer’s review of submittals, will not entitle Contractor to extension of the Contract Time.

900-22 Lump Sum Bid Items
A. The Contractor must submit a detailed schedule of values breakdown for all lump sum bid items. The breakdown of items must be submitted to the Engineer for approval and the level of detail will be as determined appropriate by the Engineer.

The schedule of values must be submitted to the Engineer prior t o t h e f i r s t progress payment request and the progress payment will not be reviewed without approved schedule of values for all Lump Sum bid items. The schedule of values will be used as a basis for determining appropriate monthly pro gress payment amounts for lump sum bid items. The schedule of values must equal, in total, the

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lump sum bid item cost and be in such form and sufficiently detailed to satisfy the Engineer that it correctly represents a reasonable apportionment of the lump sum.

900-23 Daily Report
A. The Contractor must complete a Daily Report indicating manpo wer, major equipment used and on standby (itemized separately), subcontractors, materials used and similar items involved in the performance of the Work. The Daily Report must be completed on forms pre pared by the Contractor and accep table to the Engineer and must be submitted to the Engineer prior to constru ction on the subsequent workday.

B. Contractor must supply daily reports to the inspector at the start of work on a daily basis. If the Contractor fails to provide daily reports for 2 or more working days during the scheduled work week, t hen a Stop Work Notice will be issued and progress payments will not be proc essed until all paperwork is current. Contract period will continue to be in force while the Stop Work Notice is in effect.

900-24 Testing and Inspection
A. Attention is directed to Sec tion 3-5 “Inspection” and 4-4 “Testing” of the Standard Specifications., and these Special Provisions.

B. It is the responsibility of t he Contractor to facilitate sampling to be used for testing purposes. Costs for failed tests and retesting necessary becau se of the Contractor’s failure to comply with specification requirements will be borne by the Contractor.

900-25 Non-Working Foreman
A. The Contractor must provide a non-working foreman for all phases of work for the duration of the Project. The non-working foreman must be availa ble to the Engineer at all times. Failure to supply a non-working foreman at any time during the Contract Period during work hours can result in an immediat e Stop Work Notice until the Contractor provides or replaces the non-workin g foreman. The Contract Period will remain in force and continue. Any costs incurred by the City in dealing with issues resulting from work performed by the Con tractor when a non-working foreman was not ava ilable will be deducted from pay ments due to Contractor. The City reserves the right to have the Contractor remove and replace non-complying work at no additional cost to the City.

900-26 Responsibility for Job Site Conditions

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A. Contractor agrees that, in a ccordance with generally accepte d construction practices, Contractor will be required to assume sole and complete responsibility for job site conditions during t he course of construction of th is Project including safety of all persons and property, and that this requirement w ill apply continuously and will not be limited to normal working hours. C ontractor further agrees to defend, indemnify and hold the City and the City’s de sign and construction observation professionals harmless from all liability and claims, real or alleged, in connection with the performance of work on this Project.

B. The Contractor must make fie ld measurements and verify field conditions and must carefully compare such fiel d measurements and conditions a nd other information known to the Contract or with the Contract Documents before commencing activities. Errors, inconsistencies, or omissions discovered must be reported to the Engineer immediatel y by telephone and in writin g. When conditions are encountered which, in the opinion of the Enginee r, require temporary suspension of work for design modifications or for other determinations to be made, the Contractor must move to other areas of work unt il such determinations are made at no cost to the Owner. No additional compensation will be allowed by reason of such temporary suspension of a portion of the Work, or modifications to work. Appropr iate extension of time for co mpletion may be allowed where justifi ed in the opinion of the Engineer. If art icles having archeological significance are identified, the Contractor must suspend work to allow evaluation by the Engineer.

C. Provide and install non-skid steel plates at open trench excavations at the end of workday. Plates on arterial streets must be flush with adjacent pavement surface and secured as directed by Engineer in accordance with CALTRANS TR-0157 Method 1. Plates on other streets may be placed on pavement wit h temporary transitions as directed by Engineer in accordance with Caltrans TR-0157 Method

2. See Appendix A for Caltrans TR-0157.

900-27 General Safety Requirements
A. Contractor must do whatever w ork is necessary for safety and be solely and completely responsible for conditions of the job site, including safety of all persons (including employees) and property during the Contract period. Safety provisions must conform to Federal and Stat e Departments of Labor Occupati onal Safety and Health Act (OSHA), and other applicable Federal, State, Cou nty and local laws, ordinances, codes, requirements set forth herein, and regulations that may be specified in other parts of these Contract Documents. Contractor must do all work necessary to protect the g eneral public from hazards, incl uding, but not limited to, surface irregularit ies or un-ramped grade changes i n vehicular travel ways (including but not limited t o streets, roads and driveways ), pedestrian sidewalks or walkways. Barricades, lanterns, and proper signs must be furnished in sufficient amount to safeguar d the public and the work. Thi s requirement

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applies continuously and is not limited to normal working hours.

B. Contractor must develop and ma intain for the duration of the Contract, a safety program that will effectively incorporate and implement required safety provisions.

The Contractor must appoint a qualified employee who is authorized to supervise and enforce compliance with the safety program.

900-28 Recoverable Materials
A. The City and/or the adjacent pr operty owner owns all recoverable materials from the work. The City reserves the first right of refusal for recoverable materials with the existing public right-of-wa y. Likewise, the property owners reserve the first right of refusal for recoverable materials on their property (a n example would be the wall on Thompson Building Materials property). If the City/ property owner refuses the recoverable materials, the Contractor must dispose of all recoverable materials in a proper and legal manner. The Contractor must include in the bid all costs for disposal. If the City decides to keep the material, t he Contractor must deliver the material to a location determined by the Engineer within the City limits.

Materials removed from the site without the expressed permission of the City will be back charged to the Contractor and deducted from funds due o r to become due the Contractor. The City rese rves the right to modify its d ecision regarding refusal up to the point in time the materials are removed from the site.

900-29 Project App earance and Cleanup
A. The Contractor must keep the site clean, control dust from c onstruction operations, provide sanitation for workers, and control air pol lution from construction operations. Broken concrete and debris developed d uring demolition, clearing and grubbing mu st be disposed of concurren tly with its removal.

B. Weeds, trash and debris must be removed from the work site r egularly and when directed by the Engineer. Graffi ti must be removed within 24-ho urs of the graffiti appearing and when directed by the Engineer. All graffiti within the project limits must be removed. Contractor must submit method of removal to the Engineer for approval prior to graffiti abatement. Stickers, paint, and other forms of graffiti must also be removed.

C. Upon completion of the Work and before the final inspection, the Contractor must at the Contractor’s own cost satisfactorily dispose of, or cause to be disposed of, all plant, buildings rubbish, wa ste products, debris, unused ma terials, concrete forms, and other equipment used during the construction of the improvements. In the event that the Contractor fa ils to perform this final clean up, the City may remove and/or dispose of the articles or materials at the Contractor’s expense.

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900-30 Differing Conditions
A. Contractor may not willfully i nstall work as shown on the dr awings when it is obvious in the field that obstructions, grade differences or differences in the area dimensions exist that might not have been considered or observed during design.

Contractor must promptly notify the Engineer and the agency hav ing jurisdiction by telephone and in writing upon discovery of, and before disturbing, any physical conditions differing from those represented by approved plans and specifications.

In the event this notification is not performed, the Contractor must assume full responsibility for necessary revisions.

900-33 Final Inspection and Punchlist
A. Attention is directed to Secti on 6-8,1 “Acceptance” of the City General Provisions and these Special Provisions.

B. When the work has been completed, the Engineer will make the final inspection and final project walk-through with the Contractor. The Engine er will create a punch list of deficient items that need to be corrected by the Contractor. The Engineer reserves the right to add items to the project’s punch list as deemed necessary. All punch list items must be completed within 5 working days of notice to Contractor. Punch list items must be accounted for in the project construction schedule within the project work ing days. The Contractor will not be granted additional working days for the completion of the punch list items.

900-35 Construction As Built Drawings
A. The Contractor must maintain a complete and accurate record of all changes of construction from that shown in these plans and specifications for providing a basis for construction as built drawings. These drawings must be main tained on-site during the course of construction and updated monthly, at minimum.

B. The Contractor must use a j ob set of contract drawings, clea rly labeled “Construction As-Built Drawings,” to record all changes in cons truction.

Completely, accurately, and legibly mark the job set of as-buil t drawings in red ink to record actual construction. Use additional cop ies of prints , if necessary, to ensure legible recording of data and date all entries. Call at tention to the entry by drawing a “cloud” around the area affected. In case of overlap ping changes, use different colors for each change. Maintain consistent color co ding throughout the drawings.

C. The Contractor must submit a copy (11x17 or full size) of the updated construction as built drawings in progress with each progress payment to doc ument the status of the drawings. Progress payment s may not be processed until a cceptable

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drawings are submitted. The Contra ctor must submit a complete s et of original construction as built drawings to the Engineer 10 days after fi nal inspection along with a letter declaring that other than these noted changes on the as built drawings, “the Project was constructed in conformance with the Contract D ocuments.” The Contractor must provide this set of as built drawing and letter prior to processing of the final pay estimate.

Payment
Full compensation for recording construction changes and furnis hing the Construction As-Built Drawings is considered included in the pr ices paid for the various bid items of work and no additional compensation will be allowed.

900-36 Closeout Procedures
A. Attention is directed to SC 6-8.1 “Completion and Acceptance” and Section 7-3.2.1 “Request for Payment” City General Provisions and these Special Provisions.

B. Contractor must submit closeout submittals upon completion o f work, including completion of punch list items, and at least seven (7) days pri or to application for final payment, including, but not limited to the following:

1. Evidence of compliance with requirements of governing authorities.

2. Project record documents.

3. Operations and maintenance manuals.

4. Keys, spare parts, remotes and other required devices.

5. Warranties and bonds including an Increase Rider in the amount of final contract.

6. Evidence of payment and release of liens as outlined in conditi ons of the contract.

7. Survey record documents.

8. Final Release Form CC4 and signed “Acknowledgement of Final Closeout and Release of Claims”.

900-37 Measurement and Payment
Full compensation for work, other features, and conforming to the requirements of this Section 900, “General “, is cons idered as included in the price s paid for the various contract items of work involved and no additional compensation will be allowed.

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Work called for on the plans or required by the specifications, but for which no bid item exists is considered included in the prices paid for the variou s items of work and no separate payment will be made.

END OF SECTION 900

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SECTION 901 – MOBILIZATION

901-01 General Requirements
Mobilization work will include all mobilization, demobilization , bonds, and insurance, preparatory and operati ons work necessary to provide for bonds, insurance, required permits and fees, submittals, shop drawings, project phasing, multiple move-ins and move-outs required to prosecute the work, supervision, coordination and concurrent work with other contractors, meetings, preparing “as- built” plans or record drawings, movement of personnel, equipment, supplies, and incidentals to and from the proj ect site; the establishment of all other facilities necessary for work on the project; for all other work and operations which must be performed or costs incurred prior to beginning work on the vari ous contract items of work at the project site; and work and improvements called for or implied by the Contract Documents, which are not included in the other bid items but are required to complete the Work.

901-02 Measurement and Payment
Payment for mobilization will be made at the contract lump sum price under the “Mobilization” Lump Sum price bid. This price will be considered full compensation for the furnishing of all materials and for all labor, equipment, tools, and incidentals necessary to complete the item.

A 25% payment of the lump sum total will be paid with the first progress payment and the remaining 75% will be paid incrementally over the life of the Contract where these subsequent payments will be based on the percentage of wo rk completed to date.

END OF SECTION 901

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SECTION 902 - TRAFFIC CONTROL

902-01 General
A. Traffic control must be coordinated to minimize inconvenienc e and maximize safety of the public during the construction period. Traffic co ntrol must be installed and in accordance with the California Manual on Unifo rm Traffic Control Devices (CMUTCD), Secti on 302-4.5, 302-1 0.4of the Stand ard Specifications and these Special Provisions. Traffic includes v ehicles, bicycles, pedestrians and other modes of transportation.

B. All arterial streets (four or more lanes) traffic control mu st be performed by a sub-contracted company specializing in traffic control for stre et work possessing a C-31 License issued by the Contractor’s State Lice nse Board of the State of California.

C. Personal vehicles of the Contractor’s employees may not be p arked on the traveled way or shoulders of the construction zone, including a ny section closed to public traffic. Employ ees’ personal vehicles may be p arked on adjacent streets within the legal parking areas.

D. All haul routes must be submi tted to the Engineer for review and approved prior to the start of construction.

E. Contractor must allow access to emergency vehicles at all ti mes.

F. When traffic cones or delineators are used to delineate a te mporary edge of traveled way, the line of cones or delineators will be consider ed to be the edge of traveled way. However, the Contractor may not reduce th e width of an existing lane to less than ten (10) feet without advanced wr itten approval from the Engineer.

G. The Contractor must furnish and post signage with ample warn ing, where necessary, to inform the public about closures or restrictions on streets and at parking area entrances. All CMS must be locked, and password protected.

H. Except as otherwise provided, t he full width of the traveled way must be open for use by public traffic on Saturdays, Sundays, and designated legal holidays and when construction operations are not actively in progress.

I. Contractor must minimize the amount of time that traffic sig nals are not fully operational. Phase and coordinate work such that signals are wi thout

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detection for only the minimum amount of time.

J. If a traffic loop is damaged, t he Contractor must notify the Engineer immediately. Any traffic loop that is damaged or disconnected prematurely must be replaced within 48 hours of being damaged or disconnect ed at the Contractor’s expense.

If any component in the traffic control system is damaged, disp laced, or ceases to operate or function as s pecified, from any cause, dur ing the progress of the work, the Contractor must immediately repair the component to its original condition, or replace such component and return it to its original location. Failure by the Contra ctor to continuously maintain th e approved traffic control devices must be sufficient cause for the Engine er to stop all work protected by or associated with such traffic control devices.

K. Upon completion of the work in an area requiring traffic con trol, all components of the traffic control system must be removed from the site of the work.

L. The Contractor is fully respon sible for maintaining all traffic control during the construction period and must furnish all traffic control equipm ent, signs, and barricades necessary to meet the requirements of these specific ations, the direction of the Engineer and required to complete the project.

M. Contractor must install, test and maintain in operation “Veh icle Video Detection” (if applicable) prior to damaging or disconnecting any traffic loops.

902-02 Traffic Control Plan and Requirements
A. Prior to start of construction the Contractor must submit to the Engineer for approval a detailed plan for traffic control and signal coordin ation (when required) for the various construction operations.

B. The Traffic Control Plan must show all required barricading, flagman, signage, tapers, and traffic rout ing as may be required to main tain traffic circulation through, and in the vicinity of construction operat ions. The plan must show in detail how traffic will be routed through and arou nd the construction site, including tra ffic from cross streets, alleys , and private drives. The plan must also show the location of signs that will provide advance warning to through traffic of str eet closure. The Traffic Control Plan must be prepared in accordance with the CMUTCD.

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C. No construction operations may commence without prior review and approval of the Traffic Control Plan by the City Public Works Department and the Engineer. If the Traffic Contro l Plan requires Repetitive Revi ew, each subsequent submittal of the Traffic Control Plan shall be signe d and sealed by a Traffic Engineer experienced with Construction Work Zone T raffic Control, with current Registration in California.

D. The Engineer may require field alterations of the Traffic Co ntrol Plan as necessary to provide for the safety and convenience of public t raffic. The Contractor must place, relocat e or remove components of the tra ffic control system when directed by the Engineer, at no additional cost. F ailure to comply with the approved Traffic Control Plan and any direction of the Engineer will be grounds for immedi ate suspension of the constr uction operation until the Contractor makes such changes. If the Contractor fails to make required changes in the timeframe required, the Engineer may arrange for changes to the traffic control to be made by others and the cost to make such changes will be deducted from amounts due or to become due t h e Contractor.

E. As an integral part of the Tra ffic Control Plan, the Contractor must designate one person as Traffic Lead for traffic control. That person must be on the job site and available to the Engineer at all times during construction and for the duration of the project. The Traffic Lead must be in possession of a cellular phone at all times and the cellular number must be provided to Engineer to allow for communication at any time (24-hours per day). The Traffic Lead will be responsible for the proper placement and operation of all tr affic control components and have available sufficient additional traffic control equipment in order to quickly execute any field changes as required for the safety of the public or as directed by the Engineer for the convenience of public traffic. The Traffic Lead must know and understand the CMUTCD. The Traffic Lead must have adequate personnel (a minimum of two) and other resources to promptly place and remove any traffic control components as required for the safety of the public or as directed by the Engineer.

F. Pedestrian access must be maintained at all times to all business, residences and buildings adjacent to Construc tion. The Contractor must, at minimum, provide pedestrian access on one side of the roadway with prope r warnings and detours, and only when permitted by the Traffic Control Pla n and approved by the Engineer. Under no circumstances may pedestria n access be restricted on both sides of a street simultaneously.

G. The Traffic Control Plan must be designed to handle traffic safely 24 hours per day, seven days per week for the duration of the Work. Traffic deviations, restrictions, detours, and roadway closure must be coordinated with Police

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and Fire authorities a minimum of 24 hours in advance of implementation.

H. Contractor must maintain traffic circulation at all times in cluding adequate flagging to accommodate public traffic as needed. Flaggers must be equipped in accordance with the Caltrans publication “Instruction to Fla ggers;” each flagger must carry a Stop/Slow paddle at all times. Radios are required if distance between flaggers exceeds 200' or the distance eliminat es line of sight. All costs for flaggers must be included in the contract item bid for Traffic Control.

I. Lanes may only be closed upon approval on the Engineer and w ith an approved Traffic Control Plan. Sufficient arrow boards, Changeable Message Signs and sufficient traffic control will be required. Lanes may only be closed when work is in progress and restrictions may only be in effect f o r t h e minimum amount of time necessary to perform the Work, as determ ined by the Engineer. Lane restriction near intersections shall be minimized and turn pockets shall be returned to operation as soon as practicable and as directed by the Engineer.

J. Traffic restrictions may only be in place when work is in pr ogress and traffic restrictions shall be removed as soon as practicable. Street cl osures are to be avoided. Street closures require discretionary approval by the City Council and require significant justification and processing time and a re typically not approved.

902-03 Construction Signage
A. Construction area signs must be furnished, installed, mainta ined, and removed when no longer required in accordance with the provisio ns of the CMUTCD, the traffic control plan as approved by the Engineer, a nd these Special Provisions.

B. Work must be performed in accordance with Sections 21400 and 21401 of the California Vehicle Code and its requirements for uniform traffic signs.

C. The base material of construction area signs must be steel o r aluminum; no plywood or cardboard signs will be allowed. Signs must be full size; reduced size signs may not be used.

902-04 Street Work Requirements
A. Street surfaces must be restored and cleared of traffic control for the safe flow of traffic no later than 4:00 p.m. or the time listed in the Pl ans, these special

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provisions, or the time specified by the Engineer, whichever is m o r e restrictive.

902-05 Temporary Pavement Markings
A. Wherever the Contractor's oper ations obliterate pavement del ineation, (pavement delineation includes lane lines, stop bars, legends, symbols, crosswalks and school crosswalks; either pavement markers or painted lane lines, or both, parking lot legends, stall striping, and any ot her delineation), such pavement delineation must be replaced at the Contractor's expense by either permanent or temporary del ineation, as required, before opening the traveled way to public traffic. Reflective traffic line tape or tabs must be applied in accordance with the manufacturer’s instructions. Tem porary delineation must be the same color as the permanent delineation . Tape or tabs can only be used for temporary lane lines, or they can be painted at the Contractor’s option, prior to the opening of traffic lanes.

B. A minimum of 3-working days prior to the planned date for pl acing painted temporary or permanent striping and marking, Contractor must re quest the Engineer approve the “cat-tracking.”

902-06 Measurement and Payment
Unless otherwise indicated, all work for traffic control including the work identified in this section must be included and incidental to the respective item of work. The work must include full compensation for furnishing all labor in cluding flagging costs, materials (including signs, barricades, delineators, CMS, and other warning devices), tools, equipment, and incidentals, for doing all the work involved in placing, removing, storing, maint aining, moving to new location s, replacing, and disposing of the components of the Traffic Control System, postings, notifications, street closures, temporary pavem ent delineation, as specified i n the Standard Specifications and these Special Provisions, and as directed by the Engineer.

END OF SECTION 902

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SECTION 903 – WATER POLLUTION CONTROL PLAN (WPCP)

903-1 General
A. Attention is directed to Secti on 3-12.6 “Water Pollution Con trol” of the Standard Specifications and these special provisions.

B. Discharges of stormwater from the project must comply with the permit issued by the Central Coast RWQCB for National Pollutant Discharge Eli mination System (NPDES) Permit No. CAS000002, Permit No. (Order No. 2009-0009- DWQ). The Central Coast RWQCB pe rmit governs stormwater and non - stormwater discharges resulting from construction activities in the project area. The Central Coast RWQCB permit may be viewed at Central C oast RWQCB office located at 895 Aerovista Place, Suite 101 San Luis Obispo, CA 93401.

C. The Contractor shall prepare and maintain a Stormwater Pollution Prevention Plan (SWPPP) or Water Pollution Control Plan (WPCP) on the form provided by the City, included in this spec ification, which describes in specific detail the Contractor’s program to pr event contamination of the stormw ater collection system. Contractor shall implement, maintain, inspect and remove all erosion and sediment controls identified in the WPCP. The program shall address both common construction activities and extraordinary events.

D. Contractor shall include Water Pollution Control Drawings (W PCD) in the WPCP to illustrate the locations, applications and deployment o f best management practices (BMPs) identified in the WPCP. The WPCD shall be included as an attachment to the WPCP. Sample WPCDs can be obta ined from the Caltrans Storm Water Q uality Handbook. The WPCP shall also comply with the Central Coastal Regional Water Quality Control Board Phase II Municipal Separate Storm Sewer System Program (Order No. 201 3-0001 DWQ).

E. The Contractor shall comply with laws, rules, and regulations of the State of California and agencies of the United States Government prohibi ting the pollution of lakes, wetlands, stre ams, or river waters from the d u m p i n g o f contaminates, refuse, rubbish or debris.

F. The Contractor shall submit one copy of the WPCP a minimum of 10 working days prior to beginning construction. Construction shall not begin until the

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WPCP is approved. Contractor shall update the WPCP as necessary during the work to prevent contamination of the stormwater collection system.

G. Before start of work, Contract or shall train all employees and subcontractors on the WPCP and related WPCD.

H. Suggested BMPs can be obtained from the following sources:

1. Central Coastal Regional Water Quality Control Board Phase II Municipal Separate Storm Sewer System Pr ogram /Order 2013-0001 at Central Coast Regional Water Quality Control Board web site at:
https://www.waterboards.ca.gov/centralcoast/ and
https://countyofsb.org/pwd/sbpcw/water-quality/storm-water- management.sbc

2. California Stormwater BMP Handbooks for Construction or Muni cipal Activities - www.cabmphandbooks.com

3-. Caltrans’ Stormwater Quality Handbooks -
http://www.dot.ca.gov/hq/construc/stormwater/stormwater1.htm

903-2 CONSTRUCTION
A. The Contractor shall keep a copy of the WPCP on the job site. The Contractor shall provide continuously at th e jobsite all of the tools, equ ipment, and materials necessary to implement the WPCP at all times from project initiation through completion, including any punch list or warranty work on the project.

At a minimum the following requirements should be met as applicable, to the maximum extent practicable, at construction sites regardless of size:

B. Storm Drain System Protection – At the first order of work, the Contractor shall protect the existing storm drain system from entrance of construction debris and pollutants. Such protection shall include implementing the BMPs as outlined in the WPCP. Protection shall prohibit the discharge of untreated runoff from temporary or permane nt street maintenance/landscape maintenance material and waste storage areas from entering the storm drain system. Sediment that is generated on the project site shall be retained using structural drainage controls. I n addition, the protection syst em shall have a minimum of three features: 1) a particulate filter of geosynthe tic material securely fastened in place such that it cannot be bypassed without significant

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physical damage; 2) a pre-filter f or the particulate filter; an d 3) on-hand materials to close off the inlet or opening in the case of a significant pollution spill. Contractor shall monitor and maintain all storm drain i nlet protection devices during rain events to prevent flooding.

C. Material Management & Storage – No construction-related materials, wastes, spills or residues shall be discharged from the project site to streets, drainage facilities or adjacent properties by wind or runoff. All materials and/or equipment storage areas wher e liquid construction materi als are placed shall be protected by a physical barrier capable of containing the entire volume of stored liquid materi als. During active construction activities, portions of the barrier may be removed for access. However, th e barrier materials must be readily accessible for replacement by onsite construction personnel. The barrier must be in place at all times during th e absence of Contractor personnel at the storage site. Building materials should be placed on pallets and covered in event of rain. Do not store material s in the street or gutter area.

D. Equipment & Vehicle Maintenance – Non-stormwater runoff from equipment and vehicle washing and any other activity shall be c ontained at the project site and shall not be allowed to discharge from the project site to streets, drainage facilities or adjacent properties by wind or runoff. The Contractor shall inspect vehicles and equipment on each day of use. Leaks shall be repaired off-site if possible. If necessary to repair on site, the runoff must be contained, or the problem vehicle or equipment shall be removed from the project site until repaired. If necessary, drip pans should be placed under the vehicles or equipment while not in use to catch and/or contain drips and leaks.

E. Soil Erosion Control – Erosion from slopes and channels will be significantly reduced by implementing BMPs, in cluding but not limited to, min imizing grading activities during the wet season, inspecting graded areas during rain events, planting and maintaining vegetation on slopes, and cove ring slopes susceptible to erosion.

F. Spill Prevention & Cleanup Plan - Contractor shall have a spill prevention plan and spill cleanup materials readily available and addresse d in the WPCP. Spills shall be cleaned up immediately using dry methods if possible.

Spill cleanup material shall be properly disposed of. Refer to S C -1 1 S p il l Prevention BMP from the California Stormwater BMP Handbook for Municipal Activities. Contractor shall keep a record of any spills in th e inspection log.

In addition, at the end of the project, the Contractor must cer tify that all

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contaminated materials have been properly disposed in accordance with the WPCP.

H. Asphalt & Concrete & Related Activities – Contractor shall implement the following BMPs:

1. Restrict paving/repaving activity to exclude periods of rain fall or predicted rainfall unless required by emergency conditions.

2. Install sandbags or gravel bags and filter fabric at all sus ceptible storm drain inlets and at manholes to prevent spills of paving produc ts and tack coat.

3. Prevent the discharge of release agents including soybean oi l, other oils, or diesel to the storm drain system or receiving waters.

4. Minimize non-stormwater runof f from water use for the roller a n d f o r evaporative cooling of the asphalt.

5. Clean equipment over absorbent pads, drip pans, plastic sheeting or other material to capture all spillage and dispose of properly.

6. Collect liquid waste in a c ontainer, with a secure lid, for transport to a maintenance facility to be reused, recycled or disposed of properly.

7. Collect solid waste by vacuuming or sweeping and securing in an appropriate container for transport to a maintenance facility t o be reused, recycled, or disposed of properly.

8. Cover the cold mix, asphalt, materials (i.e., pre-mixed aggr egate and asphalt binder) with protective sheeting during a rainstorm.

9. Cover loads with tarp before haul-off to a storage site, and do not overload trucks.

10. Minimized airborne dust by using water spray during grinding

11. Avoid stockpiling soil, sand, sediment, asphalt material an d asphalt grinding material or rubble in o r near storm water drainage sys tems or receiving waters.

12. Protect stockpiles with a cover or sediment barriers during a rain event.

I. Sidewalk Washing – The following methods shoul d be utilized to prevent discharge of sidewalk cleaning wastewater into the storm drain system:

1. Sweep and pick up all areas to be cleaned before using water.

2. Manually scrape gum from sidewalks and other surfaces. 3 Use a wet/dry vacuum to collect wash water for disposal. Lar ge volumes of wash water may require the use of a small sump pump to remove wash water from the job site.

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4. One or more of the following methods are recommended to prev ent pollutants from entering the storm drain system:
x Sandbags can be used to create a barrier around storm drains. * x Rubber mats or plugs can be used to seal drain openings. * x Temporary berms or containment pads help keep water on site. * x Use berms of sandbags to direct wash water to landscaping. * x Use large squeegees to accumulat e sheet flow for collection. *Remember to remove plugs, berms, and sandbags or you may be liable for possible flooding.

5. Wash water that may contain hazardous waste such as oil-satu rated absorbents, water with lead or other heavy metals from oxidized paint, and solvent cleaners requires special treatment and must be dispose d of through a hazardous waste facility.

J. Employee BMP Training – Contractor shall train employees and subcontractors on BMP implement ation, general good housekeeping , and proper spill containment and cleanup. Before start of work, Con tractor shall provide City with written documentation of training and keep al l documentation in the WPCP.

M. Removal of Accumulated Rainwater – The Contractor shall follow the City of Goleta Guidelines for Removal of Rainwater that has accumula ted on the job site.

903-3 PAYMENT
A. The Contractor shall be paid for work of preparing, implemen ting, inspecting, maintaining, and removing the WPCP on a lump sum basis as shown in the Bid Schedule for the Water Pollution Control Plan. In addition, f a i l u r e t o perform and document the required daily inspections shall resul t in a daily liquidated damage of $250/calendar day. This liquidated damage shall be in addition to any other liquidated damage. The imposition of the penalty shall not relieve the Contractor of any obligations of these project requirements.

B. Payment for the work involv ed under the bid item for the Wat er Pollution Control Plan may be made on a partial payment system based on t he completion of the following stages of work:

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W o r k D e s c r i p t i o n P a y m e n t
D e v e l o p P l a n 1 0 % o f B i d P r i c e I n i t i a l P l a n I m p l e m e n t a t i o n 1 0 % o f B i d P r i c e Removal of BMPs at Compl etion 10% of Bid Price
Inspection & Maintenance of WPC P 70% of Bid Price

C. Payment for the WPCP shall in clude all the labor, materials, equipment, and incidentals for preparing, maintaining, and updating a WPCP and complying with all provisions including ma intenance and updating of BMPs throughout construction, as specified herein.

D. Fines and penalties from regulatory agencies levied against the City as a result of the Contractor’s work, including actions or inactions shall be the responsibility of the Contractor and may be deducted from payme nts due or to become due the Contractor.

END OF SECTION 903

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904 – MEASUREMENT AND PAYMENT

904-1 – General
A. Measurement will be in accordan ce with Standard Specificatio n unless otherwise specified.

Bid Item List Abbreviations
Abbreviation Meaning
CF cubic foot
CY cubic yard
EA each
(F) final pay item
GAL gallon
HR hour
LB pound
LF linear foot
LS lump sum
SF square foot
SY square yard
TON 2,000 pounds

B. When an item of work is designa ted as (F) in the bid schedul e, then the item shall be a final pay item for payment purposes only. For a fin al pay item, payment shall be based on the quantity shown in the bid schedule for that item, regardless of the actual quantity used, unless the item quantity is changed by the Engineer.

904-2 – Payment
Payment for the various items o f the Bid Schedule, as further s pecified herein, shall include all compensation to be received by the Contractor for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of work being described, as necessary to complete the various items of work as specified and shown on th e drawings, including all appurtenances thereto complete and in place, and including all costs of compliance with the regulations of public agencies having jurisdiction.

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END OF SECTION 904

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905 – CLEARING AND GRUBBING / DEMOLITION

905-01 Clearing and Gr ubbing / Demolition
A. Removal and Disposal of Materials
Attention is directed to Sec tion 300-1, “Clearing and Grubbing” of the Standard Specifications and these Special Provisions. Add the following:

Existing soil, rock, and vegetatio n shall be removed and dispos ed as required to accommodate the construction of the various types of miscellane ous concrete improvements and associated placement of aggregate base or sand bedding.

The Contractor shall prune roots per the City Arborist. Tree ro ots shall not be cut indiscriminately with a root saw . Roots shall be cut by hand us ing a chain saw when encountered in excavation. Root s found to be growing above the grading plane shall be removed to a depth of six inches below the grading plane. Removal of roots shall be considered as included in the various items o f concrete construction and no additional compensation will be allowed therefor. Debris from root removal operations shall become the property of the Contra ctor and shall be legally disposed of.

B. Concrete Removal
Concrete shall be defined as all or portions of mortared rubble masonry, brick or stone curbs, gutters and sidewalks; and Portland cement concrete curbs, gutters, sidewalks, gutter depressions, driveways, aprons, slope paving, island paving, barriers, retaining walls, spillways, dams, structures, foundations, footings, and all other Portland cement concrete or masonry construction.

Concrete sidewalks, driveways, and curb and gutters shall be re moved to the nearest expansion joint, contraction joint, score mark, or as o therwise directed by the Engineer. Contraction joints and score marks are to be saw cut to the depth of the existing concrete. The Contractor shall layout saw cut lines a minimum of two working days prior to saw cutting and shall notify the Engineer to verify proper location.

Where portions of existing asphalt concrete surfacing or concrete curb and gutter or sidewalk are to be removed, t he outline of the area to be re moved shall be cut on a neat line with a power-driven saw to a minimum depth of 0. 25 foot before removing the surfacing.

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Any and all concrete sludge generated during saw cutting shall be removed simultaneously with a suitable we t-dry vacuum and properly disp osed of. Failure to sufficiently remove and properly dispose of concrete sludge would be a violation of the City’s Water Pollution C ontrol Program and may result in associated penalties.

Street lighting conduit, irrigation lines, and utility services are often located within the areas indicated for sidewalk removal. The Contractor shall work with the utilities and the adjacent property owners to locate and identify all con flicting lines. Any lines, conduits, and services damaged by the Contractor shall b e repaired and service restored immediately at the Contractor's expense. All p arkway areas not included in the landscape planting areas shall be restored to their original condition including any replanting, re-sodding, backfilling, and re-grading.

At locations indicated on the plans and at other locations to be determined by the Engineer, the Contractor shall sa w cut, remove, and recycle exi sting concrete, including base course and other hardscape improvements. The con tractor shall recycle all demolished concrete to ensure that none of the material will be disposed of at a landfill.

Prior to starting work, the Cont ractor shall submit a plan to b e approved by the Engineer that demonstrates that all concrete generated from the project will be recycled. The Contractor shall provide to the Engineer weigh ti ckets or other evidence that the material to be recycled has been disposed of a t a r e c y c l i n g facility.

C. Asphalt Concrete Removal
Any existing asphalt pavement section adjoining any of the concrete improvements to be replaced shall be removed to a minimum of one and one hal f (1 ½) feet outside of the limits of the concrete improvements. Concrete or concrete base shall be removed only with specific approval of the Engineer.

At locations indicated on the plans and at other locations to be determined by the Engineer, the Contractor shall saw cut, remove, and recycle exi sting asphalt concrete including base course and other hardscape improvements . The contractor shall recycle all demolished asphalt concrete to ensure that none of the material will be disposed of at a landfill. Prior to starting work, the Contractor shall submit a plan to be approved by the Engineer that demonstrates that all asphalt concrete generated from the project will be recycled. The Contractor shall provide

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to the Engineer weigh tickets or other evidence that the material to be recycled has been disposed of at a recycling facility

D. Unclassified Excavation
Attention is directed to Secti on 300-2, "Unclassified Excavatio n", of the Standard Specifications and these Special Provisions.

The Contractor shall perform all excavation necessary to perform the required work.

The excavation shall include the removal and disposal of all ma terials of whatever nature encountered, which shall i nclude both rock and common ex cavation, including all obstructions that w ould interfere with the proper construction and completion of the work, and shall include the furnishing, placing, and maintaining of shoring and bracing necessary to safely support the sides of the excavations.

The Contractor shall dispose of all excess excavated material a t his own expense (except materials determined to b e hazardous which shall be pai d for as approved extra work), and in accordance with an approved hauling plan.

E. Payment
Payment for “Clearing and Grubbing / Demolition” shall be at the contract unit price per lump sum listed in the bid schedule. This work shall include full compensation for furnishing all labor, materials, tools, equipment, and inci dentals for doing all work involved in clearing and grubbing / demolition, including but not limited to the removal and disposal of all existing materials within the work site, roadway excavation, unclassified excavation, sawcutting, root cutting, demolition of existing asphalt and concrete improvements, and all work as may be requi red by the Contract Documents, as shown on the plans, as specified herein, and as directed by the Engineer.

905-02 Subgrade Prep and Pl acement of Base Materials
A. Subgrade Preparation
The subgrade shall be cut to grade and proof rolled in order to detect isolated unstable areas. Any areas found to be yielding shall be stabilized. If unstable soils are encountered at any time duri ng the grading operation, stabi lization will be required prior to placement o f aggregate base. Stabilization, i f required, shall consist of removing soft, spongy or otherwise unsuitable materi als to firm unyielding soil and backfilling with crushed aggregate base.

B. Payment

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Payment for subgrade preparation shall be considered included in the unit price for the bid item for which the subgr ade is prepared, and no additio nal compensation shall be allowed therefor.

905-03 Utility Adjustments and Modifications
A. General
Prior to installing AC paving and sidewalk, all meter boxes, manholes and covers shall be adjusted flush to the proposed pathway/sidewalk grade. Adjustment of facilities operated by the City or the adjacent private propert y owners shall be considered as included in the cont ract unit prices for the vari ous items of work adjacent to the adjusted facilit y. Fire hydrants shall be adjus ted or relocated as identified on the plans. Boxes of the various private utilitie s will be adjusted to grade by the respective utility company. The Contractor shall be responsible for coordination with utility companies and to provide the necessar y advance notice of the need for such adjustment and identify the desired grade of the box to the utility representative. Coordination may require that certain areas of construction are ‘blocked out’ and completed at a later date.

B. Adjust Frames and Covers
Frames and covers (water valve boxes, sewer manhole, and storm drain manholes) located within the limits of construction shall be ad justed to the new surface grade. Contractor shall receive approval and sign off b y utility representatives.

C. Payment
Full compensation for adjusting fr ames, covers, hydrants and me ter/pull boxes shall be considered as included in the contract unit price paid for the various items of construction and no additional payment shall be made.

END OF SECTION 905

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906 – AGGREGATE BASE

906-01 General
Attention is directed to Secti on 200 “Crushed Aggregate Base” o f the Standard Specifications, Section 26 “Aggr egate Bases” of the Caltrans St andard Specifications, and these Special Provisions. Add the following:

Aggregate base shall be Class 2 and shall conform to the provisions in Section 26, "Aggregate Bases", of the Caltrans Standard Specifications and these Special Provisions. The coarse aggregate (material retained on the No. 4 s i e v e ) s h a l l consist of material of which at least 25% by weight shall be cr ushed particles as determined by California Test 205.

906-02 Measurement and Payment
Full compensation for materials, work, other features, and conf orming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed.

END OF SECTION 906

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907 – CONCRETE CONSTRUCTION

907-01 General
This section pertains to construction of curbs and gutters, sidewalks, curb ramps, and driveways as indicated on the project plans and as determined necessary in the field.

Any other work required to construct curbs and gutters, sidewal ks, curb ramps, and/or driveways including, but not limited to, demolition, saw cutting, concrete removal, traffic control, aggreg ate base, aggregate base and/or subgrade compaction, and associated asphalt concrete pavement shall be c onsidered incidental to the work and no additional compensation will be allowed.

907-02 Curb & Gutter and Sidewalk
A. Sawcut and remove existing curb & gutter to nearest existing joint and dispose of at recycle facility.

B. Compact subgrade to minimum 90% relative compaction.

C. Aggregate base under sidewalks, curbs and gutters shall meet the requirements of Section 906 “Aggregate Base” of these Special Provisions. Place and compact minimum 6” aggregate base to minimum of 95% relative compaction under limits of sidewalk, curb and gutter.

D. Concrete sidewalks, curbs and gutters shall be constructed o f Class 520-C-2500 concrete, minimum. If adjacent improvements requ ire a higher c ompressive strength, sidewalks, curbs and gutters may be constructed of the higher strength concrete. (Note that adjacent driveways constructed of 560-C-3250 concrete.)

E. Curb and gutter shall be constructed to match existing curb and gutter and in accordance with the City of Goleta Standards.

F. Concrete sidewalks shall be constructed in accordance with t he County of Santa Barbara Standard Plans and the St andard Plans for Public Works Construction.

A copy of these Standard Plans are attached in the Appendix.

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G. City will have tests performed to ensure that the work meets specified requirements. The tests will be performed at no cost to the Contractor except when tests do not meet specified requi rements the testing costs shal l be paid in accordance with Contract Documents.

907-03 Driveways
A. Concrete driveways shall be constructed in accordance the Co unty of Santa Barbara Standard Plans and the Standard Plans for Public Works Construction.

A copy of these Standard Plans are attached in the Appendix.

B. Sawcut and remove existing concrete to limit shown and as di rected by the Engineer.

C. Aggregate base under driveways s hall meet the requirements o f Section 906 “Aggregate Base” of these Special Provisions. Place and compact minimum 6” aggregate base to minimum of 95% r elative compaction under limi ts of the driveway.

D. Driveways shall be constructed of Class 560-C-3250 concrete and thickness shall be in accordance with County of Santa Barbara Standard Plans. R esidential driveways shall be 6” thick and commercial driveways shall be 8” thick.

E. Contractor shall confirm grades or driveways at conform poin ts and confirm that all slopes and landings conform to City Standards.

F. Contractor shall confirm all slopes once the forms are in pl ace and prior to placing concrete. No slope shall exceed the allowable slope called for in the Standard Plans. If after the ramp is poured a slope is measured by smar t level to exceed the maximum allowable slope, the ramp shall be removed and reco nstructed at the Contractor’s expense and at no additional cost to the City.

907-04 Concrete Curb Ramps
A. Sawcut and remove existing co ncrete curb ramps to nearest ex isting joint and dispose of at recycle facility.

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B. Compact subgrade to minimum 90% relative compaction.

G. Aggregate base under curb ramps shall meet the requirements of Section 906 “Aggregate Base” of these Special Provisions. Place and compact minimum 6” aggregate base to minimum of 95% r elative compaction under limi ts of the curb ramps.

C. Concrete curb ramps shall be constructed of Class 520-C-2500 concrete, or higher compressive strength of a djacent/monolithic feature, suc h as driveways, as noted above.

D. All curb ramps shall have detec table warning surface. The d etectable warning surface and truncated domes shall conform to the requirements o f these specifications and the details provided in the Standard Plans. The cost for placement of detectable warning surface shall be included in the unit price for curb ramp and no additional compensation will be made.

The detectable warning surface shall be prefabricated modules d esigned to be inserted in wet concrete. The color of the detectable warning surface shall be yellow per Caltrans Standards. The finished surfaces of the de tectable warning surface shall be free from blemishes.

The manufacturer shall provide a written 5-year warranty for pr efabricated detectable warning surface, guaranteeing replacement when there is defect in the dome shape, color fastness, sound- on-cane acoustic quality, res ilience, or attachment.

E. Concrete curb ramps shall be constructed in accordance with the County of Santa Barbara Standard Plans and the St andard Plans for Public Works Construction.

A copy of these Standard Plans are attached in the Appendix.

907-05 Measurement and Payment
Payment for “Construct Curb and Gutter” shall be at the contract unit price per linear foot listed in the bid schedule. This work shall include full compensation for furnishing all labor, materials, tools, equi pment, and incidentals for doi ng all work involved in construction of curb and gutters , including but not limited to subgrade preparation, supplying and placement of 6” thi ck aggregate base, asphalt con crete removal and replacement as part of the work, Portland cement concrete, dowe ls, reinforcement materials, associated traffic c ontrol, and coordination with ut ility agencies, and all work as may be required by the C ontract Documents, as specified herein, and as directed by the Engineer. Asphalt concrete pavement removed and replaced in front

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of curb and gutters as part of work, shall be considered as inc luded in the contract unit price paid per linear foot to remove and replace curb and gutters and no additional compensation will be allowed.

A. Payment for “Construct Sidew alk” shall be at the contract un it price per square foot listed in the bid schedule. This work shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing a ll work involved in construction of sidewalks, including but not limited to subgrade preparation, supplying and placement of 6” thick aggregat e base, Portland cement concr ete, dowels, reinforcement materials, relocating and resetting signs, associated traffic control, and coordination with utility agencie s, and all work as may be requ ired by the Contract Documents, as specified herein, and as directed by the Engineer.

B. Payment for “Construct Curb Ramp” shall be at the contract unit price per each listed in the bid schedule. This work shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work involved in constructing curb ramps, including but not limited to subgrade preparation, supplying and placement of 6” thick aggregate bas e, asphalt concrete removal and curb ramp construction work, Portland cement concrete removal and replace ment including curb, gutter, and sidewalk , detectable warning surface and tru ncated domes, retaining curbs, dowels, reinforcement materials, relocating an d resetting signs, associated traffic control, and coordination with utility agencies, and all work as may be required by the Contract Documents, as specified herein, and as directed by the Engineer. The cost to construct curb ramps shall include associated curb and gutters and adjacent sidewalk and driveway areas reconstructed to match grade with, or damaged by reconstruction of, new access ramps. Asphalt Concrete replaced in front of access ramps, shall be considered as included in the contrac t unit price paid per each access ramp and no additional compensation will be allowed.

END OF SECTION 907

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908 – A.C. PAVEMENT

908-01 General
This section pertains to A.C. pavement used for conforms and to facilitate concrete work.

908-02 Materials
A. Asphalt Concrete shall conf orm to Section 203 of the Standar d Specifications for Public Works Construction

B. Grading for Asphalt Concrete s hall be Class C2 Dense Medium.

C. Binder shall be Performa nce Grade 64-10 (PG-64-10).

D. Due to the limited supply of A .C. material in this vicinity, past projects have experienced delay and availabilit y problems with their A.C. del iveries. The Contractor shall prepare a schedul e that takes into account mat erial availability, competing larger concurrent projects and forecasted weather conditions that could interfere with the delivery and placement of A.C. pavement. The schedule should illustrate and highlight identified conflicts on the schedule.

E. Tack coat shall be HPS “No Tr ack Tack” by Paramount Petroleum Corporation or approved equivalent.

908-03 Placement and Quality Control
A. The pavement surface shall be free from areas of open texture or excess coarse aggregate. Surfaces that exhibit such open texture shall be rem oved and replaced.

B. Prior to A.C. replacement, th e ground pavement surface shall be free from dust, dirt, moisture, vegetative matter, other organic matter, and solvents and the entire surface shall be tack coated. The application rate for the tack coat shall be approximately 0.15 gallons per s quare yard of surface area. The Engineer will determine if an adjustment is required.

C. Asphalt concrete shall be com pacted to a minimum of 95% of m aximum density.

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D. The contractor shall undertake the work in such a manner that the replacement pavement matches the crown and cross slope of the adjacent pavement sections. Conform differential shall not exceed 1/8” at any join location.

E. Contractor shall construct pav ement joints (lateral or longi tudinal seams) in conformance with Caltrans Standar ds. Joints shall be tight with no voids of offsets.

F. The finished surface profile tolerances of the work shall be suitable for public traffic and shall equal or exceed the surface profile tolerance of the adjacent pavement. Deviation from a 10- foot straight edge shall not exce ed that of the adjacent pavement surface when the straight edge is placed in t he same direction. The Contractor shall provide and use a 10-foot straight edge to check and correct surface profile irregularities at each work location concurrent with and as an integral part of the spreading and compacting work. The Engineer will make the final determination of the a cceptability of surface profile for the finished pavement.

G. No payment shall be made for asphalt concrete required for b ackfilling over- excavated areas at locations not determined by the Engineer and authorized in advance of A.C. placement, or due to the Contractor’s operation a n d convenience.

H. If the finished surface of the asphalt concrete on the traffic lanes does not meet the specified surface tolerances, it shall be brought within tolerance by either:

1. Micro Milling (with fog seal or Type II road slurry at the Engineer’s direction); or

2. Removal by cold milling or digout and replacement

The Engineer will select the method. The corrective work shall be performed at the Contractor’s expense.

If Micro Milling is used to bring the finished surface to speci fied surface tolerances, additional grinding shall be performed as necessary to extend the area ground in each lateral direction so that the lateral limits of grinding are at a constant offset from, and parallel to the nearest lane line or pavement edge, and in each longitudinal direction so that the grinding begins and ends at lines perpendicular to the pavement centerline, within any ground area.

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All ground areas shall be neat rectangular areas of uniform surface appearance.

Cold Milling shall conform to the requirements in Section 302-1 of the Standard Specifications. If more than 10% of any overlaid street needs t o be ground or replaced because it is out of tolerance, the Contractor shall coat the entire limits of the street overlaid with a Type II Slurry Seal per Section 302-4 Emulsion- aggregate Slurry of the Standard Specifications. If the work is being performed on a divided street, each side shall be considered a separate s treet for the purpose of assessing the percent of area out of tolerance.

All corrective work shall be considered as incidental work and no additional payment will be made therefore.

I. If necessary, night work shall be performed with adequate lighting such that there is no difference between the qualities of night and day work. A minimum of two light stands per block on each side of the street shall be provided for each street.

An additional light stand shall be provided for each 200’ of st reet being worked on.

When the length of the street work is in excess of 500’, the Contractor shall provide 6 light stands and move them as the work progresses down the st reet.

Intersections shall be considered as separate from lighting requirements and shall require two (2) light towers per intersection, as approved in a dvance by the Engineer.

J. The Contractor shall evaluate existing surface drainage patterns, street grade and cross slope and shall place the overlay to match the original s urface so that drainage patterns remain unchanged.

K. The Contractor’s work shall be supervised by personnel with no less than 15 years of experience in asphalt concrete repair and overlay. If work i s consistently out of tolerance the engineer will require the contractor to replace t he foreman and/or workers as required to bring the work into tolerance.

908-04 Measurement and Payment
Full compensation for materials, work, other features, and conf orming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compe nsation will be allowed.

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END OF SECTION 908

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909 - TRAFFIC SIGNALS AND SAFETY LIGHTING

Part 1 GENERAL

A. Scope of work

1. The order of precedence for the project specifications shall apply as follows:

These special provisions govern over the City of Goleta adopted County of Santa Barbara standard details, latest edition, the current versions of the Caltrans standard plans and specifications, as of the project date of go ing out to bid, and the APWA standard plans and specifications for Southern California (Greenbook), latest edition (published by Building News, Inc., Los Angeles).

2. The Contractor shall contact underground service alert (USA) a n d i d e n t i f y proposed location of poles prior to placing the order for the traffic signal equipment.

3. The Contractor shall apply fo r and obtain any permits necess ary to complete this project.

4. All applicable fees including inspection fees, and the bond costs, related to the permits shall be considered as included in the contract price p aid for the various items of work involved and no additional compensation will be allowed therefore.

5. Unless otherwise approved by the Engineer, where the sidewalk is removed for the installation of conduits, pull boxes, poles or other work, its shall be re-poured within a week. Temporary or alternative access maybe approved by the Engineer only upon proper notification and traffic control to inform ped estrians, bicyclists, and motorists of new the route.

6. No above ground electrical work shall be performed on any sy stem within the project site until all Contractor furnished electrical material s for the individual system have been tested and delivered to the Contractor. Work w hich uses processes, equipment, or materials which have not been approved is performed at the Contractor’s own risk. Work performed utilizing rejected processes, equipment, or materials will be removed, r epaired, or redone at the Contra ctor’s expense to the satisfaction of the City.

7. Prior to commencement of the traffic signal functional test at any location, all items related to signal and light ing, or electrical control sha ll be completed, and

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roadside signs and all pavement delineation and pavement markin gs shall be in place at that location.

8. The Contractor is required to submit a traffic control plan prior to beginning any work. The plan shall include all applicable signs according to the current California Department of Transportation Manual of Uniform Traffic Control Devices (CAMUTCD) standard including any tapers, signs, striping, or de lineation. Lane widths less than 11 feet are not allowed without the permission of the City Traffic Engineer.

9. The Contractor shall schedule tie-ins or alterations to, or replacement of existing services to reduce the out-of-service time to a minimu m. Electrical shutdown of any traffic signal system (partial or in its entirety) shall require the prior approval of the Engineer. All work shall be done in a manner to minimize any shut down of the traffic signal system.

B. Submittals

1. Product Data: Submit certifi cation, test results, source, and sample of each material to be used, in original container.

2. The controller cabinet schematic wiring diagram and intersec tion sketch shall be combined into one drawing, so that, when the cabinet d oor is fully open, the drawing is oriented with the intersection.

3. Before shipping pull boxes to the jobsite, submit a list of materials, Contract number, pull box manufacturer, manufacturer’s instructions for pull box installation, and your contact information to the Developer.

4. Reports for pull box from an NRTL-accredited lab.

5. Two Copies of each maintenance manual shall be furnished for all controller units, auxiliary equipment, and vehicle detector sensor units , control units, and amplifiers. The maintenance manual and operation manual may be combined into one manual. The maintenance manual or combined maintenance and operation manual shall be submitted at the time the controllers are delivered for testing or, if ordered by the City’s Representative, prior to purchase. The maintenance manual shall include, but need not be limited to, the following items:
x Specifications
x Design characteristics
x General operation theory
x Function of all controls

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x Trouble shooting procedure (diagnostic routine)
x Block circuit diagram
x Geographical layout of components
x Schematic diagrams
x List of replaceable component parts with stock numbers

C. Quality Assurance

1. Standards:
a. Comply with State of California Department of Transportation “Standard Specifications and Plans” Divisio n X – Electrical Work, as most r e c e n t l y revised.

2. Testing:
a. The Contractor shall obtain an d furnish to the City’s Repres entative, Certificates of Compliance for all Contractor-furnished electri cal and traffic signal equipment and materials used in the work, prior to installation.

b. The traffic signal shall not be placed in flashing mode, wit h signal faces uncovered, prior to the completion of all field testing.

c. The Contractor’s attention is directed to the provisions of 87-1.01D(2) “Quality Control” of the Standard Specifications. Continuity, ground and insulation resistance tests shall be performed before field wir es are connected to the terminal blocks in the controller cabinet, bef ore signal lamps are installed, and after field wires are connected to all field equipment locations.

d. Each conduit run and each st andard shall be tested for groun d continuity.

Ground continuity tests shall not be made until insulation resi stance tests have been satisfactorily complet ed. Each ground continuity tes t shall be made by connecting the standard or furthest extremity of condui t run (or grounding conductor in non-metallic conduits) to an isolated co nductor which has previously been successfully tested for continuity. The maximum resistance observed on approved volt-ohmmeter on each ground continuity test shall be 5 ohms.

e. In addition to the tests specified above, a Phase Load Test conforming to the following shall be performed:

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Prior to commencing the phase load test, the pedestrian push bu tton common conductors shall be disconnected from their field termin als in the controller cabinet. Each branch vehicular or pedestrian signal conductor and luminaire conductor terminating in the controller cabinet o r service pedestal shall have operating voltage applied after all lamps h ave been installed. Not less than 4 observers shall verify simultaneous l y t h a t a l l intended lamps (and only those la mps) function during such test . The current load drawn by the circuit during the test shall not exc eed that calculated for the circuit involved by more than 10 percent, as measured by clamp-on ammeter, as approved by the City’s Representative. Af ter successfully completing the above test, the pedestrian push button common conductor shall be reconnected to the designated field terminal in the controller cabinet and shall conduct not more than 0.1 ampere during a full cycle of all signal phases.

f. The Contractor shall pay all costs associated with arranging tests and obtaining certificates of compli ance. Said costs shall be cons idered as included in the contract lump sum price paid for traffic signal s and lighting, and no separate payment will be made therefor.

g. In addition to the specified te sts, a Phase Load Test confor ming to the following procedure shall be performed:

Each branch vehicular or pedestrian signal conductor and lumina ire conductor terminating in the controller cabinet shall have operating voltage applied after all lamps have been installed. Not less than 4 observers shall verify simultaneously that all intended lamps (and only those lamps) function during such test. The current load drawn by the circuit during the test shall not exceed that calculated for the circuit involved by more than 10 percent, as measured by a clamp-on type ammeter as approved by the City’ s Representative. During the phase load test, the current load carried by the PPB common circuit shall not exceed 0.05 ampere, measured by a clamp- on ammeter as approved by the City’s Representative. The phase load test shall be observed by City’s traffic signal maintenance personnel.

A. Functional Testing:

1. Functional testing shall conform to the provisions in Sectio n 87- 101D(2), "Quality Control", of the Caltrans Specifications and these Special Provisions.

2. The functional test for each lighting system shall consist o f not less than 7 days. If unsatisfactory performance of the system devel ops,

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the conditions shall be corrected, and the test shall be repeated until the 14 days of continuous, satisfactory operation is obtained.

3. The pull box and cover must be tested under ANSI/SCTE 77, “Specification for Underground Enclosure Integrity”, for Tier 2 2 load rating and must be gray or brown.

PART 2 – PRODUCTS

A. Materials

1. All materials required to com plete the contract work and to provide a fully functional traffic signal system shall be furnished by th e Contractor.

B. Foundations

2. Reinforced cast-in-drilled- hole concrete pile foundations fo r traffic signal and lighting standards shall conform to the provisions i n Section 49-3.02 “Cast-In-Drille d-Hole Concrete Piling” of the Standard Specifications

3. Portland cement concrete for f oundations shall conform to Se ction 90-2, "Minor Concrete", of the Caltrans Specifications and shal l contain not less than 470 pounds of cement per cubic yard, exce pt concrete for reinforced pile foundations and spread footings (i f required) shall contain not less than 564 pounds of cement per cubic yard.

4. Where traffic signal standards are removed, existing foundat ions shall be removed completely. When a foundation is removed, the excavated portion shall be filled with 1 sack sand slurry.

5. Where equipment is to be loca ted at the right-of-way line, t he edge of the foundation shall be coinci dent with the right-of-way lin e, and no part of foundation shall be located outside the right-of-way.

6. Wherever existing concrete si dewalk (that is not designated for demolition) must be removed fo r foundation or conduit installat ion, sawcuts shall be made on existing weakened plane joints or in a manner approved by the City’s Repr esentative. In no case shall

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concrete sidewalk be saw cut and removed so that less than one square remains. In areas where new standards are designated to be constructed, existing pavement s hall be saw cut and removed, th e foundations and standards install ed to grade and temporary pavement placed and maintained until permanent facilities are constructed.

7. The center points of foundatio ns shall be staked according t o the dimensions shown on the plans. The exact location of all foundations for signal and lighting equipment shall be approved by City’s Representative prior to the start of any excavation work.

PART 3 – Equipment

A. Service Pedestal

1. Hinges shall be aluminum or st ainless steel with a stainless -steel hinge pin. The hinges shall be bolted to the enclosure. The h inge pins and bolts shall not be accessible when the door and/or hood are closed.

2. The door, hood, meter reading cover door, photocell window, and line access cover panel shall have the entire inside perimeter of the door, hood, panel, etc., lined with a neoprene gasket. All neo prene gaskets shall be permanently bonded to the aluminum.

3. All bolts, washers, nuts, scr ews, hinge pins, and door latch assembly parts used to fabricate the service enclosure shall be (Type II I-BF anodized aluminum). The enclosure shall be rain-tight and dust-tight (3R).

4. All traffic control equipment to be furnished shall be curre ntly listed on the Department of Transportation qualified products list.

5. The Contractor shall construct a foundation for each service equipment enclosure as shown on Standard Plan ES-2E and shall install the service equipment enclosure on the foundations.

6. When mounted to the foundation, there shall be no gap greater than

0.0625-inch between the enclosure and the foundation. After installation the joint between the foundation and the base of t he

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enclosure shall be sealed with a sealant approved by the City’s Representative.

7. The Contractor shall furnish and install conduit and shall arrange for the installation of conductors by the serving utility between t he service point and the service equipment enclosure. The Contrac tor shall arrange with the serving utility for connection of the se rvice conductors and meter and shall pay all costs and fees required by the utility. Except for power f or the Contractor’s operation, energy costs for operation of public fac ilities, including traffic sig nals and roadway lighting, will be paid for by the City of Goleta.

8. Each service shall be provi ded with the following breakers:
a. 100A, 3P, 240V, Main
b. 50A, 1P, 120V, Signal
c. 30A, 2P, 240V, Street Lighting

A. Controller Assemblies

1. Model 2070E controller assembly shall be furnished and installed by the Contractor. Cabinet auxiliary equipment shall provide for the full operation of the video equipment.

2. The Contractor shall arrange to have a signal technician, qu alified to work on the controller unit and employed by the controller unit manufacturer, or the manufacturer 's representative, present at the time the equipment is turned on. Said qualified signal technician shall also be qualified regarding the operation of the control software. Said representative will be required to make all controller entries, a s determined and required by the Ci ty’s Representative, prior to turn- on of the signal controller.

3. The Contractor shall be respons ible for the proper clipping of diodes to provide for monitor protection of signal phasing.

4. Full documentation of the oper ating software shall be included in the Maintenance and Operations Manual to be furnished as specified elsewhere in these special provisions.

5. The Contractor shall connect field conductors to terminals i n the cabinet to provide the phasing shown on the plans.

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6. Timing of controller functions and timing design will be the responsibility of the City of Goleta.

7. The Contractor shall notify t he City Representative in writing at least 7 calendar days in advance of the date on which he desires turn -on of the controller assembly.

B. Controller Cabinets

1. The Contractor shall furnish and install a fully operating traffic signal system in accordance with the Plans and Specifications. The 33 2L cabinets shall conform to the prov isions in Section 86-1.03Q(3) , "Controller Cabinets," of the Standard Specifications and these special provisions.

2. Cabinets shall be 332L with si de mount BBS cabinet and shall include, at a minimum, the following listed equipment. The equipment shall conform to the requirements of the Transportati on Electrical Equipment Specificatio ns (TEES) dated March 12, 2009 , all subsequent addendums issued and these special provisions. a. 2070E Controller Assembly.
b. 412F Prom Module program med with the 2033 program.
c. Ground Fault Interrupter Ty pe convenience receptacles d. Dual 100 cfm fans wit h thermostatic control
e. Fluorescent Lamp Ki t (2 lights, 2 switches)
f. Hecso HE surge protector or approval equal
g. Model 2010ECL Conflict Monitor
h. Model 400 Internal Modem
i. Model 200 I/O SS- 87 Load Switches
j. Model 204 Flashers
k. Model 430 Flash Transfer Relay
l. Model 242L Isolator
m. Red Monitor Kit
n. A15481LS and A15481RS locks, by Corbin with #2 key or approved equal.
o. Sliding pullout shelf/drawe r under the controller unit. p. Front and rear cabinet lights.

3. The Model 2070E controller and controller cabinet shall form a complete functional controller system capable of providing the traffic signal operation as specified in t hese special provisions, and as shown on the plans.

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4. The City Representative shall be notified when the 332L cabi net is ready for the functional test. The model 332L controller cabinet with the Auxiliary equipment and video equipment shall be delivered to the City of Goleta for testing no less than 30 days prior to installation.

The functional test will be conducted by City forces or private contractor.

5. The Contractor shall construc t the controller cabinet founda tion (including furnishing and installing anchor bolts), shall insta ll the controller cabinet on said foundations, and shall make all field wiring connection to the terminal blocks in the controller cabinet.

C. Vehicle Signal Fac es and Signal Heads

1. All signal heads, mounting fram eworks, and light sources shall comply with Section 86-1.02R(4) and 87-1. 03R(2), “Signal Faces,” of th e Standard Specifications and these special provisions.

2. All signal sections shall conf orm to Section 86-1.02R(4)(a) “Signal Sections” of the Standard Specifications. All vehicle signal heads shall be 12”.

3. All signal faces, sections, heads, back plates, visors and f ittings shall conform to ITE publication ST-017B -E. Vehicle Traffic Control S ignal Heads (VTCSH) shall be 12-inch and shall have tunnel visors.

4. All screws, bolts, washers, n uts, door hinge pins, door latc hing assemblies, etc., inside and outside of the all-signal heads sh all be (Type 316 stainless steel).

5. Bronze terminal block compar tment shall be powder coasted black. All signal housing and framework shall be powder coated black.

6. Each vehicle signal head shall be equipped with black tunnel visors and a powder coated black, 5” aluminum louvered backplate. All sign al heads shall be sealed with a flat metal washer and neoprene gas ket installed on the lock nipple in side the top signal section in c ontact with the serrated elbow fitting of the mounting assembly. Each backp late shall be fastened to the signal head with a stainless-steel screw or bolt in each mounting hole provided in the signal head.

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D. Light Emitting Diode Signal Module

1. All signal indications insta lled shall be Dialight, or approved equal, light emitting diode (LED) type per Section 86-4.01D of the State Sta ndard Specifications. The contractor s hall furnish all vehicle LED mo dules.

Each red, yellow, and green circular or arrow signal indication shall be illuminated by a Light Emitting Diode (LED) light source confor ming to ITE publication ST-017B-E, or specifications in effect on the date of the bid opening for this work and shall be listed as approved on the Caltrans Qualified Products list as of that date. The Contractor shall furnish LED light sources for vehicle signal faces. The Contractor shall c ertify that the LED signal modules comply with the requirements of these specifications. The certificate shall also include a copy of all applicable test reports on the LED signal m odules. The Certificate shall be submitted within 14 days after aw ard of the contract, and shall b e approved by the City’s Representative prior to placement of the order for the equipment

E. Pedestrian Signals

1. All pedestrian signal heads, m ounting frameworks and light s ources shall comply with Section 86-1. 02S and 87-1.03s, “Pedestrian Si gnal Heads,” of the Standard Specifications and these special provisions.

2. All pedestrian signal heads s hall be 16-inch Man/Hand Type A w i t h countdown timer.

3. All front screens for pedestri an signal faces shall be the Z -crate Type per the California Department o f Transportation Standard Specifications, section 86-1.02S (3)(c). The screens shall be b lack polycarbonate plastic.

4. The lens door/frame shall be a one-piece screen-door combina tion made of black polycarbonate plastic, flat or dull black in color.

5. All pedestrian signal housi ngs shall have a round opening in the top and bottom of the housing to receive a 1.5-inch diameter lock nipple.

6. The top and bottom openings o f all pedestrian housings shall h a v e serrations capable of being locked at 5-degree intervals to the top and bottom serrated elbow fittings of the mounting assembly.

7. The top opening of all pedestrian signal housings shall be s ealed with a flat metal washer and neoprene ga sket installed on the lock nip ple

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inside the top portion of the pedestrian signal housing in cont act with the serrated elbow fitting of the mounting assembly.

8. All screws, bolts, washers, n uts, door hinge pins, door latc hing assemblies, etc., inside and outside of the pedestrian signal heads shall by (Type 316 stainless steel).

9. Each Portland Orange and lunar w hite pedestrian signal indication shall be illuminated by a Light Emitting Diode (LED) light source con forming to the State of California Depart ment of Transportation (Caltra ns) specifications in effect on the date of the bid opening for thi s work and shall be listed as approved on the Caltrans Qualified Products List as of that date. The Contractor shall furnish LED light sources for pedestrian signal faces.

10. The Contractor shall provide the City’s Representative a Ce rtificate of Compliance The certificate shal l certify that the LED signal mo dules comply with the requirements of t hese specifications. The cert ificate shall also include a copy of all applicable test reports on the LED signal modules. The Certificate shall be submitted within 14 days after award of the contract and shall be approved by the City’s Representative prior to placement of the order for the equipment.

11. Each pedestrian signal head s hall be equipped with a waterp roof neoprene-type gasket between the framework and the top of the exterior housing of the pedestrian signal head. Cork gaskets will not be allowed.

Each framework connection shall be tightened to prevent entry of water into the signal head.

F. Pedestrian Push Buttons

1. A Push Button Stati on (PBS) shall include:
a. A 9” X 12” instructional sign.
b. A push button with a directi onal tactile arrow for activatin g the flashing lights.
c. An Audible “Locate Tone”
d. A weather-proof speaker.
e. A R10-3j sign
f. A noise monitoring microphone for auto volume control g. Bluetooth® Low Energy level 5 radio to provide wireless communication features.
h. Mounting Hardware.

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2. The System shall be manufactured by an ISO 9001:2015 registe red company.

3. The System shall meet the requi rements of Made in America and/or The Buy American Act.

4. The System shall meet the func tionality requirements of MUTC D 2009 – 4E.

5. The System shall meet NEMA TS 2 Section 2.1 Temperature & Humidity requirements.

6. The PBS Enclosure shall meet NEMA 250 – Type 4X Enclosure requirements.

7. Push Button Station design requirements:
x The PBS shall be mounted to a pol e by banding or bolting. x The PBS shall be a unit that conta ins a 2” activation area, in which resides an ADA compliant button with a raised directional tactile arrow, and a sign mounted above the button.
x The PBS arrow shall allow for change in orientation to one of four directions.
x A sunlight-visible red LED lat ches “ON” along with a tactile feedback “bounce” to confirm the button has been pushed. x The PBS shall have a rear facing speaker projecting sound from front and back, providing 360º omnidirectional sound
performance.
x The PBS firmware and voice messages shall be updatable via Bluetooth. There shall be no requirement for the hardware to be changed out to update messages or firmware
x The PBS shall meet or exceed NEMA 250 type 4X enclosure requirements.

8. The PBS construction shall be:
x FRAME and BUTTON COVER: Cast Aluminum, Powder Coated. x HOUSING: Reinforced, UL- listed Thermoplastic.
x MESSAGE SIGN: Aluminum with Re flective Vinyl Sheeting

9. The PBS shall operat e using 2 wires.

10. The PBS shall provide a conf igurable locator tone / informa tion message to indicate when the PHB is activated. The FHWA/MUTCD standard “Rapid Tick” will be default. The PBS shall play the information message according to its configuration when it dete cts the PHB has been activated.

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11. The PBS shall use a microphone to automatically adjust the volume of locater and information messages relative to ambient noise.

12. The PBS shall have Bl uetooth Low Energy level 5 at a minimum.

13. The PBS shall provide the traffic equipment operator the ab ility to configure wirelessly through BLE,

14. The PBS shall have the ability for firmware configuration u sing a smart phone, tablet or PC via Bluetooth Low Energy.

15. The PBS shall have the ability for firmware upgrade using a smart phone, tablet or PC via Bluetooth Low Energy.

16. Touchless actuation option when ordered/included in PBS, sh all be capable of detecting movement wit hin 1-4 inches to actuate/plac e ped call via the PBS.

17. The touchless actuation opt ion – detection system shall be inconspicuous and vandal resistant.

G. Standards, Steel Pedestals and Posts

1. Standards, steel pedestals, and posts for traffic signal and lighting standards shall conform to the pr ovisions in Section 86-1.02J a nd 87-

1.03J Standards, Poles, Pedestals, and Posts" of the Standard Specifications, "Steel Structure s" of these special provisions, a n d t h e following requirements.

2. The Contractor shall drill all appropriate holes in signal s tandards and posts to accommodate traffic signa ls, pedestrian signal framewo rk, pedestrian pushbuttons, and related framework per State Standar d Specifications.

3. Steel bolts not designated on the plans as high-strength (HS) or stainless steel shall be for general applications and shall conform to th e requirements in ASTM Designation: A 307.

4. Where the plans refer to t he side tenon detail at the end of the signal mast arm, the applicable tip tenon detail may be substituted.

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5. The sign mounting hardware shal l be installed at the locations shown on the plans.

6. Mast arm mounted st reet name signs shall be installed on sig nal mast arms at the locations shown on the plans. The street name sign s, and mounting hardware shall be in conf ormance with the provisions i n "Materials" of these special provisions. The hanger assembly w ill be similar to that shown for internally illuminated street name si gns. The mounting hardware and sign shall be assembled. The assembly shall be attached to the mast arm using a 3/4"x0.020" stainless steel st rap in a manner similar to the strap and saddle bracket method shown on the plans. The band shall be wrapped at least twice around the mas t arm, tightened, and secured with a stainless strap seal in the same manner shown for strap and saddle bracke t sign mounting. Straps, seal s, and saddle brackets shall be furnished by the Contractor. The sign panel shall be leveled, and hardware securely tightened.

7. Handhole reinforcement rings for standards, steel pedestals, and posts shall be continuous around the handholes.

8. Type 1 standards shall be asse mbled and set with the handhol e on the downstream side of the pole in relation to traffic or as shown on the plans.

9. The maximum elevation of the bottom of any mast-arm mounted signal housing shall not be less than 17 feet nor exceed 19 feet above the elevation of the roadway at centerline. Where the plans refer to the side tenon detail at the end of the signal mast arm, the applicable tip tenon detail may be substituted.

10. Painting of equipment numbers on signal and lighting standa rds will not be required. The equipment numbers shall be installed using adh esive numbers.

H. Conduit

1. All conduit and connections placed for this project shall be Schedule 40 PVC with bell ends at all exposed terminations.

2. When conduit is placed in a tr ench (not under sidewalk or pavement), after the bedding material is placed and conduit installed, the trench shall be backfilled with commercia l quality concrete containing not less than 421 pounds of cement per cubic yard, to not less than 4 inches above the conduit before additional backfill material is placed.

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3. The outline of all areas of pavement to be removed shall be cut to a minimum depth of 3 inches with a concrete saw or with a rock cutting excavator specifically designed for this purpose. Cuts shall b e neat and true with no shatter outside the removal area.

4. Where conduits terminate inside a pull box the top of the co nduit installed shall be a minimum of 5” and a maximum of 7” below th e top of the pull box.

5. After conductors have been installed, the ends of conduits terminating in pull boxes, service enclosures, controller cabinets, and under roadway surfaces shall be sealed with an approved type of sealing compound.

6. At locations where conduit is to be installed under pavement , and in the event that obstructions are encountered, upon approval of t he Engineer, small holes may be cut in the pavement to locate and/ or remove obstructions. Jacking or drilling pits shall be kept at a minimum of 2 feet clear of the edge of any type of pavement wherever possible.

7. At all locations where conduit is to be installed by jacking or drilling, installation shall be as provide d in Section 87-1.03B, “Conduit Installation,” of the Standard Specifications.

8. Conduits shall be to a depth of not less than 18 inches belo w grade under concrete sidewalks and curbed paved median areas, and not less than 30 inches below finished grade in all other areas.

9. All excavated areas in the pavement shall be backfilled, exc ept for the top 0.10-foot, by the end of each work period. The top 0.10 foot of the trench shall be backfilled within 48 hours after trenching.

10. Wherever existing concrete sidewalk must be removed for fou ndation or conduit installation, saw cuts shall be made on existing weakened plane joints or in a manner approv ed by the City’s Representati ve.

In no case shall concrete sidewalks be saw cut and removed so that less than one square remains.

11. Unless shown otherwise on the plans, existing traffic signa l and/or lighting pull boxes within the construction limits shall be removed and

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disposed offsite. Existing conduits not incorporated into the n ew electrical system at each location shall be removed or abandone d.

Conductors shall be removed from abandoned conduits.

12. The Contractor shall relocate or repair damaged irrigation equipment during the course of trenching for new conduit paths.

13. After conductors have been installed, the ends of conduits terminating in pull boxes, service equipment enclosures, and controller cabinets shall be sealed with an approved type of se aling compound.

I. Luminaires

1. Luminaires on the traffic signal poles shall be LED Roadway Lighting rated for an 100,000 hour desi gn life with 21,000 lumen output, 3000K Color temperature and Type III distribution pattern and s hall conform to Section 86-1.01C(3) and 1.02K(2) “LED Luminaires” of the Standard Specifications.

J. Pull Boxes

1. Pull boxes shall be of concrete c o n s t r u c t i o n , N o . 6 m i n i m u m .

Adjacent to the controller shall be one, No. 6E. Plastic pull boxes and covers will not be allowed.

2. Signal lighting and interconnect pull boxes shall each be appropriately marked "SIGNAL A ND LIGHTING" as shown on Standard Plan ES-8A and Section 86-1.02C “Pull Boxes” of the State Standard Specifications.

3. A minimum of 6” of clean crus hed rock with a 1-1/2” PVC drain shall be installed in all pull boxes (new and existing) within the project area.

Grout shall also be placed in all pull boxes, as needed.

4. Where the sump of an existing pull box is disturbed by the Contractor's operations, the sump shall be reconstructed.

5. Provide a 2-year manufacturer replacement warranty for pull box and cover from the date of installation of the pull box and cover. All warranty documentation must be submitted before installation.

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6. Replacement parts must be provided within 5 business days af ter receipt of failed pull box, cover, or both at no cost to the Developer

7. The pull box and cover must comply with ANSI/SCTE 77, “Specification for Underground Encl osure Integrity,” for tier 2 2 load rating and must be gray.

8. Each pull box cover must hav e an electronic marker cast inside.

9. Extension for the pull box must be of the same material as t he pull box and attached to the pull box to maintain the minimum combined depths as shown.

10. Include recesses for a hanger if a transformer or other dev ice must be placed in a pull box.

11. The bolts, nuts, and washers mu st be captive bolt design.

12. The captive bolt design must be capable of withstanding tor que range of 55 to 60 ft-lb and a minimum pull out strength of 750 lb.

Perform the test with the cover in place and the bolts torqued. The pull box must not be damaged while performing the test to the minimum pull out strength.

13. Stainless steel hardware must have an 18 percent chromium content and an 8 percent nickel content.

14. Galvanize ferrous metal par ts under section 75-1-.05.

15. Manufacturer’s instructions must provide guidance on:

a. Quantity and size of entries that can be made without degrading the strength of the pull box below tier 22 load rating. b. Where side entries cannot be made.
c. Acceptable method to be us ed to create the entry.

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16. Tier 22 load rating must be labeled or stenciled by the man ufacturer on the inside and outside of the pull box and on the underside of the cover.

17. Do not install pull box in curb ramps or driveways.

18. A pull box for a post or a pole standard must be located within 5 feet of the standard. Place a pull box adjacent to the back of the c urb or edge of the shoulder. If this is impractical, place the pull bo x in a suitable, protected, and accessible location.

19. If only the cover is to be r eplaced, anchor the cover to the pull box.

K. Conductors and Wiring

1. Splices shall be insulated by "Method B" or by heat-shrink t ubing conforming to the requirements of section 87-1.03H “Conductor and Cables Splices,” of the Standard Specifications.

2. The Contractor’s attention is directed to Section 86-1.02I a nd 87-

1.03I “Connectors and Terminals,” of the Standard Specifications.

3. Field conductors terminating on terminal strips in traffic s ignal controller assemblies shall be provided with non-insulated spad e lugs of a type approved by the City’s Representative. Spade lu gs shall be soldered by the hot iron or pouring method after crimping the lug to the conductor by use of an approved crimping tool. Open flame soldering will not be permitted.

4. The Contractor’s attention is directed to the requirement sh own on the plans, that Signal Cables be used for signal circuits between the controller assembly and each pole. Splicing of signal cables between the controller assembly and the pole is not permitted.

5. Signal power conductors between the service equipment enclos ure and the controller assembly shall not be spliced. The signal n eutral power conductor shall run from the service equipment enclosure to the controller assembly without splicing to any other neutral conductor.

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6. A non-insulated #8-gauge wire shall be installed throughout the system when using non-metallic type conduit from pole to pull boxes and into the service pedestal ground rod.

7. Six feet of slack shall be provided for each thermal imaging camera cable in the controller assembly, and the camera cables shall extend six feet beyond the tip of the luminaire arm.

8. The minimum insulation thickness, at any point, for Type USE , RHH or RHW wire shall be 39 mils for conductor sizes No. 14 to No. 10, inclusive, and 51 mils for No. 8 to No. 2, inclusive. The minim um insulation thickness, at any point, for Type THW and TW wires s hall be 27 mils for conductor sizes No. 14 to No. 10, inclusive, 40 mils for No. 8, and 54 mils for No. 6 to No. 2, inclusive.

9. Signal Interconnect Cable (SIC) shall be the 6-pair type.

10. The Contractor shall notify t he City’s Representative in wr iting not less than 5 working days prior to the time work will commence w ith working in traffic signal controller cabinets. No work shall be performed within operating traffic signal controller cabinets w ithout the express permission of the City’s Representative or Inspector.

PART 4 – Execution

A. Maintaining Existing and Temporary Electrical Systems

1. Existing and temporary electr ical system elements include, b ut are not limited to traffic signals, s treet lighting, communication systems and video and loop detection systems.

2. Existing electrical system e lements, including detection sys tems, identified on the plans and locat ed within the project limits s hall remain in place, and be protected from damage. If the construc tion activities require existing facilities to be nonoperational or offline, the Contractor shall provide for tem porary or portable replacement facilities. The Contractor sha ll receive the City’s Representa tive's approval on the type of temporar y or portable facilities and installation method. The Contract or shall submit a temporary si gnal plan to the City for approval prior to commencing work.

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3. Before work is performed, the Contractor, and the City’s Tra ffic Operations Electrical represent atives shall jointly conduct a pre-construction operational status check of all existing equip ment that are not shown on the plans and elements that may not be impacted by the Contractor's activities. The City’s Traffic Operations Electrical representatives will certify the equipment’s locatio n and status. The status list will include the operational, defined as having full functionality, and the nonoperational components.

4. The Contractor shall obtain wr itten approval from the City’s Representative, at least 72 hours before commencing with work that will result in elements of the traffic signal system being nonoperational or offline. The Cont ractor shall notify the City ’s Representative at least 72 hours before starting excavation activities.

5. If the construction activities require existing detection sy stems to be nonoperational and temporary or por table detection operations a re not shown on the plans, the Contra ctor shall provide provisions for temporary or portable detection operations. The Contractor sha ll receive the City’s Representative's approval on the type of detection and installation before installing the temporary or portable detection.

6. If existing electrical facilities shown on the plans or iden tified during the pre-construction operational status check are damaged or fa il due to the Contractor's activity, where the elements are not fu lly functional, the City’s Representative shall be notified immediately. If the Contractor is notified by the City’s Representative that ex isting electrical facilities have been damaged, have failed or are not fully functional due to the Contractor's activity, the damaged facili ty, excluding Structure-related elements, shall be repaired or repl aced, at the Contractor's expense, within 24 hours. For a Structure-related elements, the Contractor shall in stall make temporary repairs o r provide portable equipment within 24 hours. For non-
structure-related elements, the City’s Representative may appro ve temporary repairs or portable equipment for use during the construction activities.

7. The Contractor shall demonstr ate that repaired or replaced elements operate in a manner equal to or better than the replaced equipm ent or as directed by the City’s Representative. If the Contractor fails to perform required repairs or replacement work, as determined by the City’s Representative, the City may perform the repair or replacement work and the cost will be deducted from monies due to the Contractor.

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8. The Contractor shall provide provisions for replacing existi ng traffic signal system elements within the project limits, including det ection systems that were not identified on the plans or during the pre - construction operational status check that became damaged due t o Contractor's activities.

9. The Contractor, and the City’s Traffic Operations Electrical representatives shall jointly conduct a post construction opera tional status check of all existing traffic signal system elements. The City’s Traffic Operations Electrical r epresentatives will certify the traffic signal elements' status and provid e a copy of the certified lis t of the existing elements within the proj ect limits to the Contractor. T h e status list will include the operat ional, defined as having ful l functionality, and the nonoperati onal components. Elements of the traffic signal system that cease to be functional between pre and post construction status checks shall be repaired at the Contractor' s expense and as directed by the City’s Representative.

10. The City’s Representative will approve, in writing, the sch edule for final replacement, the replacement methods and the replacement elements, including element types and installation methods befo re repair or replacement work is performed. The final elements shall be new and of equal or better quality than the existing elements.

B. Bonding and Grounding

1. Bonding and grounding shall conf orm to the provisions in Section 86-

1.02F(2)(c)(ii) “Bonding Ju mpers and Equipment Grounding Conductors" of the Standard Specif ications and these special provisions.

2. Bonding jumpers in standards w ith handholes and traffic pull box lid covers shall be attached by a UL listed lug using 3/16-inch diameter or larger brass or bronze bolts and shall run to the conduit or bonding wire in the adjacent pull box. The grounding jumper shall be vi sible after the standard has been installed and the mortar pad and ca p have been placed on the foundation.

3. Standards without handholes s hall have bonding accomplished by jumpers attached to UL listed ground clamps on each anchor bolt.

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4. Equipment bonding and grounding c onductors are required in conduits, except when the conduits contain combinations of loop lead-in cable, fiber optic cable, or signal interconnect cable. A No. 6 minimum, bare copper wire shall run continuously in circuits. The bonding wire size shall be increased to match the circuit breaker size in conformance with the Code or shall be as shown on the plans.

Conduits to be installed for future conductors, may omit the co pper wire.

Part 5 -Traffic Signal Battery Back-Up System

A. General

1. The Contractor shall furnish and install a BBS for the signa l controller assembly. The BBS shall conform to specifications issued by th e State of California Department of Transportation and shall have been listed on the Caltrans Qualified Products List for such devices at the time this contract is awarded. The BBS shall consist of an automatic load-transfer device, inverter unit and sufficient AGM batterie s to provide for a minimum 2-hour period of full signal operation up on failure of commercial power. Batteries shall be housed in an external vented, lockable aluminum enclosure attached to the left side o f the controller cabinet. The system shall include a UBD-101 shut of f device.

2. The BBS cabinet shall be equi pped with a manual by-pass switch so that field replacement can be on a “hot-swap” basis. Conductor s supplying commercial power to the BBS shall be No 6 AWG stranded. A pliable seal shall be placed between each controll er cabinet and the BBS cabinet to prev ent water, dust and dirt fro m entering the cabinet. The cabine t shall be equipped with a 30 AMP generator plug.

3. The Contractor shall attach the external cabinet, install th e temperature probe, assemble and install the BBS in the controll er external cabinet, install the batteries, connect the battery wi ring harness, and make wiring connections.

B. Materials

1. The battery back-up system (BBS) shall be designed for Type 2070E traffic signal systems using LED traffic signal indications. T he BBS shall be designed for outdoor applications, in accordance with Cal- Trans Transportation Electrical E quipment Specifications (TEES) ,

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dated March 2009, (Chapter 1, section 8) requirements and all subsequent addenda. The BBS shall provide reliable emergency power to a traffic signal system (Vehicle and Pedestrian Traffi c) in the event of a power failure or interruption.

2. The batteries shall be contained in a separate cabinet to be mounted on the side of the controller cabinet. The switches, relays an d inverter are installed in the Battery Backup System controller cabinet.

3. The BBS shall be capable of pro viding power for full operation for a “LED-only” intersection (all colors red, yellow, green and pede strian heads), and/or a flashing mode operation.

4. The BBS shall provide a minimum two (2) hours of full run-ti me operation (minimum 700W/1000VA active output capacity, with 80% minimum inverter efficiency) for an “LED-only” intersection.

Whenever the batteries approach approximately 40% of remaining useful capacity, the BBS shall c ause the intersection to revert to a flashing mode operation.

5. All necessary equipment (cabine t, inverter, switches, relays , batteries, battery cable harness, etc.) shall be included in th e bid price of the BBS.

6. The batteries shall be contained in a cabinet equipped with a thermostatically controlled fan and terminal block for wire connections to fan unit.

7. The batteries shall be 79AH3000, Gel Cell, Group 24 type. A fter installation, the battery posts, cable connectors, and exposed cable wire shall be covered with a generous coating of an approved liquefied anti-corrosion sealant.

8. All wiring provided between the combined Manual Bypass Switch/30A Automatic Transfer Relay and cabinet terminal servic e block shall be #10 AWG. Relay contact wiring provided for the “ Low Batt-Relay B” (NO / C) terminals shall be #18 AWG.

9. The manufacturer shall include two (2) sets of equipment lis ts, operation and maintenance manuals, and schematic and wiring

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diagrams of the BBS, and the battery data sheets. The manual shall conform to TEES March 2009, Chapter 1 Section 1.2.4.

C. Warranty

1. The manufacturer shall provide a two (2) year factory-repair warranty for parts and labor on the BBS from date of acceptance by the c ity.

The batteries shall be warranted for full replacement for two (2) years from date of purchase. The warranty shall be included in the total bid price of the BBS.

D. Inspection and Testing

1. Prior to acceptance of the Contract, the Contractor shall pe rform functional testing of the BBS. A functional test of the BBS sh all be performed demonstrating the functionality of each and every par t of the system as specified. The f unctional test for each BBS shal l include not less than 30 minutes of continuous, satisfactory tr affic signal operation powered by the BBS set in a manner to simulate an electrical outage. The AC input voltage shall not be allowed to furnish current to charge the batteries during this testing operation. At the conclusion of this test, operat ing parameters of the BBS shall be measured to determine compliance with specifications. If unsatisfactory performance of the BBS occurs, the condition shall be corrected, and the test shall be repeated until satisfactory op eration is obtained. The Contractor sha ll be present throughout the en tire duration of this test. The Contractor shall remain ready to reestablish normal line voltage in the event of a failure to the system and to take alternate corrective action if needed.

Measurement and Payment
Measurement and payment for furnishing and constructing the pedestrian hybrid beacon will be made at the contract lump sum price. The lump sum price for “Pedestrian Hybrid Beacon Assembly, Complete” shall include full compensation for furnishing anchor bolts, steel signal standards, conduits, conductors, pull boxes, pedes trian push buttons with associated signs, pedestrian a nd signal heads and framework, co ntroller cabinet, controller and auxiliary equipmen t, battery backup cabinet exte nsion, battery backup system and batteries, foundations, electrical service cabinet, service and service point connection coordination; and all labor, materials, tools, equip ment, transportation, and incidentals for the construction and approved operation of beacon in accordance with the Contract Documents.

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910 PAVEMENT DELINE ATION AND MARKINGS

910-1 GENERAL
This work shall consist of insta lling/replacing all traffic stripes, legends, crosswalks, and limit lines and providing new STOP legends and bars in accordance with the current State of California Standard Plans (SSP). All traffic striping shall be paint. All striping shall be installed based on the latest s tandard specifications. All traffic legend markings shall be thermoplastic. This work also includes painting and/or re-paint ing existing painted curb and curb markings with the same kind and color of paint, and as shown on the Plans and as directed by the Engineer.

910-2 MATERIALS
Paint
Where painting is allowed as specified in the plans, painting o f pavement markings and striping shall be in accordance wit h Section 84 "Markings” of t he State Standard Specifications, except that all traffic markings and striping c onstructed with Rapid Dry Paint shall be made in two (2) applications, three (3) days min imum between each application, each at the specified application rate. The first application shall be applied within five calendar days after completion of paving.

Pavement Markers
Pavement markers shall meet the requirements of Section 82 “Signs and Markers” of the Standard State Specifications and shall be completed no later than seven calendar days after completion of paving.

Traffic Signs
Traffic signs shall be constructed in accordance with Subsection 82 “Signs and Markers” of the State of California Standard Specifications (SSS), the CAMUTCD and these special provisions. Roadside signs shall be furnished and installed at the locations shown on the plans or where directed by the Engineer. Sign panels shall be furnished by the Contractor and shall conform to the State of California Traffic Sign Specifications. Traffic signs shall meet the minimum size requirements as indicated in the CAMUTCD and shall have High Intensity Prismatic Reflective Sheeting as manufactured by 3M C ompany or approved equal. All stop (R1-1) and yield (R1-2) signs shall have VIP (D iamond grade or Type 9) sheeting as manufactured by 3M or approved equal. In addition, all signs that have a fluorescent yellow or fluoresc ent yellow/green (school zone, pe destrian and bikeway signs) background shall have VIP sheeting.

CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PEDESTRIAN HYBRID BEACON (PHB) PROJECT NO. 9099
F-81

910-3 CONSTRUCTION
The Contractor shall replace traffic striping, street markings, and curb markings removed or damaged by the work. The Cont ractor shall be responsible for replacing all reflective pavement markings including blue pavement markers at fire hydrants, except as directed by the Engineer. The Contractor shall install STOP bars and le gends at all STOP sign locations throughout the project.

Street pavement striping and markings to be removed by wet sandblasting. All sand shall be removed without delay as the sandblasting operations progres s. All sandblasted asphalt pavement shall be sealed with an asphaltic emulsion (SS-1H Emulsified Asphalt).

Final striping and pavement marki ng shall be completed within s even (7) calendar days following resurfacing of that section of roadway.

Traffic signs shall be installed on a 1.75”x1.75” square perfor ated steel pole (painted green) or approved equal and inserted into a 2"x2"x36” anchor sleeve.

Measurement and Payment
Measurement and payment for constr ucting traffic stripes with o r without pavement markers and pavement legends will be made at the contract lump sum price. Lump sum price for “Traffic Stripes and Ma rkings” shall include full com pensation for furnishing all labor, materials, tools, equipment , transportation, and inciden tals for removal and construction of traffic stripes, pavement markings and pavement markers in accordance with the Contract Documents.

Measurement and payment for remov ing, furnishing, constructing, and installing traffic signs, posts, foundations and all hardware will be made at the contract lump sum price for “Traffic Signs” and shall include full compensation for fur nishing all labor, materials, tools, equipment, transportation, and incidentals for construct ing and installing traffic signs in accordance with the Contract Documents.

CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PHB PROJECT

APPENDIX A

STANDARDS

1. City of Goleta Standards / County of Santa Barbara Standard Plans x 1-010 General Street Specifications
x 4-000 Curb and Driveway Index
x 4-010 Curb and Driveway General Notes
x 4-030 Curbs and Gutters
x 5-000 Sidewalk and Ramp Index
x 5-010 General Sidewalk Notes
x 5-040 Sidewalk Details
x 5-045 Sidewalk Transitions
x 5-050 Sidewalk Utilities

2. Green Book Standard Plans
x 101-2 Above-Ground Utilities Location in Parkway
x 112-2 Curb and Sidewalk Joints
x 120-2 Curb and Gutter / Barrier

3. Caltrans Standard Plans
x A88A Curb Ramp Details
x ES- 2F Electrical Systems (Service Equipment Enclosure and Typical Wiring Diagram, Type III-C Series)
x ES-7E Electrical Systems (Signal and Lighting Standard) x ES-5C Electrical Systems (Accessible Pedestrian Signal and Push Button Assemblies) x ES-2E Electrical Systems (Signal and Lighting Standard, Case 4 Signal Arm Loading) x ES-8A Electrical Systems (Non-Traffic Pull Box)

4. Sample Door Hanger

5. Temporary No Parking Sign

CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PHB PROJECT

1. CITY OF GOLETA STANDARDS / COUNTY OF SANTA BARBARA PLANS

CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PHB PROJECT

2. GREENBOOK STANDARD PLANS

CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PHB PROJECT

3. CALTRANS STANDARD PLANS

/0/1/2/3/4/5/i255/2/7/i255/8/9/10/11/1/i255/7/12/i255/13/7/5/2/1/5/2/14

CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PHB PROJECT

4. SAMPLE DOOR HANGER

PROJECT NAME
The City of Goleta is pleased to inform you that the PROJECT NAME is about to begin. Our contractor, CONTRACTOR
NAME, will be working over the next LENGTH OF PROJECT
to construct this project. During that time, CONTRACTOR will be DESCRIPTION OF WORK. We apologize for any
inconvenience this may cause and ask for your patience and cooperation so that we may complete this work as soon as possible.

Sign up for email/text notifications from the City on this project here:
https://public.govdelivery.com/accounts/CAGOLETA/subscriber/ new.

WORK HOURS/PARKING: The work will generally be
performed between the hours of 7:30 a.m. and 4:30 p.m.

However, there are work hour restrictions in some instances.

Local access will be maintained during most of the work.

However, parking restrictions will be necessary and will be posted a minimum of 72-hours in advance of the work. Cars will be towed if parked during the no parking dates posted on your street.

TIMELINE: Some or all of the following activities will be performed on your street:
¾ DESCRIPTION OF ACTIVITY DATE
¾ DESCRIPTION OF ACTIVITY DATE
¾ DESCRIPTION OF ACTIVITY DATE
CONTACTS: If you have any questions or need information, please contact:

NAME OF CITY CONTACT PHONE NUMBER

NAME OF CONTRACT CONTACT PHONE NUMBER

CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PHB PROJECT

5. TEMPORARY NO PARKING SIGN

CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PHB PROJECT

APPENDIX B

WATER POLLUTION CONTROL PLAN (WPCP)

WATER POLLUTION CONTROL PLAN (WPCP)
for
City of *ROHWD Project Number:

Prepared for:

City of *ROHWD
&UHPRQD'ULYH6XLWH%
*ROHWD, CA

Submitted by:

Project Site Address:

Contractor’s Water Pollution Control Manager:

WPCP Prepared by:

WPCP Preparation Date
Project Name
City Project Number
City's Project Engineer Name
Project Engineer's Telephone Number
Contractor's Company Name
Address 1
Address 2
Contact Name
Contact Telephone Number
Job Site Address or Location Description
Job Site Telephone Number
Site Manager Name
Contact Telephone Number
WPCP Company Name
WPCP Address 1
WPCP Address 2
WPCP Contact Name
WPCP Contact Telephone Number
Date

City of*ROHWDWater Pollution Control Plan (WPCP)
Contents
Section 10 WPCP Certification and Approval ...........................................

10.1 Contractor’s Certification................................................................................

Section 20 Project Information ..................................................................

Section 30 Pollution Sources and Control Measures...............................

30.1 Soil Stabilization (Erosion Control) and Sediment Control ..............................

30.1.1 Soil Stabilization BMPs .....................................................................

30.1.2 Sediment Control BMPs ....................................................................

30.1.3 Tracking Control BMPs .....................................................................

30.1.4 Wind Erosion Control BMPs .............................................................

30.2 Construction Site Management ......................................................................

30.2.1 Non-Stormwater Management BMPs ...............................................

30.2.2 Waste Management and Materials Pollution Control BMPs ..............

30.3 Water Pollution Control Drawings (WPCDs) ...................................................

30.4 Construction BMP Maintenance, Inspection, and Repair ...............................

30.5 Training...........................................................................................................

WPCP Attachments
Attachment A ...................................................... Water Pollution Control Drawings

City of*ROHWDWater Pollution Control Plan (WPCP)
20-1
Section 10
WPCP Certification and Approval

10.1 Contractor’s Certification
CONTRACTOR’S CERTIFICATION OF WPCP
"I certify under a penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to ensure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted, to the best of my knowledge and belief is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations."
Signature Date
Name and Title Telephone Number

City of*ROHWD Water Pollution Control Plan (WPCP)
20-2
Section 20
Project Information

1. Introduction and Project Description:

Provide a brief description of the project.

Describe the type(s) of work that will be performed.

Provide a breif description of the project location, including descriptive items such as freeway and street names.

Describe proximity to receiving waters to which the project will discharge, including surface waters, drainage channels, and drainage systems.

Identify drainage system owners (municipality and/or agency)

2. Unique Site Features:

Provide a brief description of any unique site features (water bodies, wetlands, environmentally sensitive area, endangered or protected species, etc.) Describe significant or high-risk activities that may impact stormwater quality.

Include any unique features or activities within or adjacent to water bodies (such as dredging, re-use of aerially deposited lead material, and/or large excavations.)

3. Potential Pollutant Sources:

Review the contract documents and associated environmental documents to determine the known site contaminants and list them in this section.

City of*ROHWDWater Pollution Control Plan (WPCP)
30-1
Section 30
Pollution Sources and Control Measures

30.1 Soil Stabilization (Erosion Control) and Sediment Control

30.1.1 Soil Stabilization (Erosion Control) BMPs
The following soil stabilization BMP implementation table indicates the BMPs that shall be implemented to control erosion on the construction site. Implementation and locations of temporary soil stabilization BMPs are shown on the WPCDs in Attachment A and described in this section. The BMP working details can also be found in Attachment A of this WPCP. The following list of BMPs and narrative explain how the selected BMPs will be incorporated into the project.

TEMPORARY SOIL STABILIZATION (EROSION CONTROL) BMPS
BMP Name
Minimum
Require-
ment
BMP Used
If not used, state reasonYes No
EC-1 Scheduling
EC-2 Preservation of
Existing Vegetation
EC-3 Hydraulic Mulch
EC-4 Hydroseeding
EC-5 Soil Binders
EC-6 Straw Mulch
EC-7 Geotextiles & Mats
EC-8 Wood Mulching
EC-9 Earth Dikes and
Drainage Swales
EC-10 Velocity
Dissipation Devices
EC-11 Slope Drains
EC-12 Streambank
Stabilization
EC-13 Polyacrylamide

City of*ROHWD Water Pollution Control Plan (WPCP)
30-2
ALTERNATIVE SOIL STABILIZATION BMPs USED
Yes No
BMP Name BMP Description If used, state reason

City of*ROHWDWater Pollution Control Plan (WPCP)
30-3

30.1.2 Sediment Control BMPs
The following sediment control BMP implementation table indicates the BMPs that shall be implemented to control sediment on the construction site.

Implementation and locations of temporary sediment control BMPs are shown on the WPCDs in Attachment A and described in this section. The BMP working details can also be found in Attachment A of this WPCP. The following list of BMPs and narrative explain how the selected BMPs will be incorporated into the project.

TEMPORARY SEDIMENT CONTROL BMPS
BMP Name
Minimum
Require-
ment
BMP Used
If not used, state reasonYes No
SE-1 Silt Fence
SE-2 Sediment Basin
SE-3 Sediment Trap
SE-4 Check Dam
SE-5 Fiber Rolls
SE-6 Gravel Bag Berm
SE-7 Street Sweeping
and Vacuuming
SE-8 Sandbag Barrier
SE-9 Straw Bale Barrier
SE-10 Storm Drain Inlet
Protection
SE-11 Chemical
Treatment

City of*ROHWDWater Pollution Control Plan (WPCP)
30-4
ALTERNATIVE SEDIMENT CONTROL BMPs USED
Yes No
BMP Name BMP Description If used, state reason

City of*ROHWDWater Pollution Control Plan (WPCP)
30-5

30.1.3 Tracking Control BMPs
The following tracking control BMP implementation table indicates the BMPs that shall be implemented to reduce sediment tracking from the construction site onto private or public roads. Implementation and locations of tracking control BMPs are shown on the WPCDs in Attachment A and described in this section. The BMP working details can also be found in Attachment A of this WPCP. The following list of BMPs and narrative explain how the selected BMPs will be incorporated into the project.

TEMPORARY TRACKING CONTROL BMPS
BMP Name
Minimum
Require-
ment
BMP Used
If not used, state reasonYes No
SE-7 Street Sweeping
and Vacuuming
TC-1 Temporary
Construction Entrance
TC-2 Stabilized
Construction Roadway
TC-3 Temporary
Entrance / Outlet Tire
Wash
ALTERNATIVE TRACKING CONTROL BMPs USED
Yes No
BMP Name BMP Description If used, state reason

City of*ROHWDWater Pollution Control Plan (WPCP)
30-6

30.1.4 Wind Erosion Control BMPs
The following wind erosion control BMP implementation table indicates the BMPs that shall be implemented to control wind erosion on the construction site.

Implementation and locations of wind erosion control BMPs are shown on the WPCDs in Attachment A and/or described in this section. The BMP working details can be found in Attachment A. The following list of BMPs and narrative explain how the selected BMPs shall be incorporated into the project.

TEMPORARY WIND EROSION CONTROL BMPS
BMP Name
Minimum
Require-
ment
BMP Used
If not used, state reasonYes No
WE-1 Wind Erosion
Control
TC-1 Temporary
Construction Entrance
TC-2 Stabilized
Construction Roadway
All Soil Stabilization
Measures Included in
Section 30.1.1
ALTERNATIVE WIND EROSION BMPs USED
Yes No
BMP Name BMP Description If used, state reason

City of*ROHWD Water Pollution Control Plan (WPCP)
30-7

30.2 Construction Site Management

30.2.1 Non-Stormwater Management BMPs
The following BMP implementation table indicates the BMPs that have been selected to control non-stormwater pollution on the construction site.

Implementation and locations of non-stormwater control BMPs are shown on the WPCDs in Attachment A and described in this section. The BMP working details that will be adhered to are found in Attachment A of this WPCP.

TEMPORARY NON-STORMWATER POLLUTION CONTROLBMPS
BMP Name
Minimum
Require-
ment
BMP Used
If not used, state reasonYes No
NS-1 Water Conservation
Practices
NS-2 Dewatering
Operations
NS-3 Paving and
Grinding Operations
NS-4 Temporary Stream
Crossing
NS-5 Clear Water
Diversion
NS-6 Illicit
Connection/Discharge
NS-7 Potable
Water/Irrigation
NS-8 Vehicle and
Equipment Cleaning
NS-9 Vehicle and
Equipment Fueling
NS-10 Vehicle and
Equipment Maintenance
NS-11 Pile Driving
Operations
NS-12 Concrete Curing
NS-13 Concrete Finishing
NS-14 Material and
Equipment Use
NS-15 Demolition
Adjacent to Water

City of*ROHWD Water Pollution Control Plan (WPCP)
30-8
NS-16 Temporary Batch
Plants
ALTERNATIVE NON-STORMWATER POLLUTION CONTROL BMPs
USED
Yes No
BMP Name BMP Description If used, state reason

City of*ROHWDWater Pollution Control Plan (WPCP)
30-9

30.2.2 Waste Management and Materials Pollution Control BMPs The following BMP implementation table indicates the BMPs that have been selected to control construction site wastes and materials. Implementation and locations of materials handling and waste management BMPs are shown on the WPCDs in Attachment A. The BMP working details that will be adhered to are found in Attachment A of this WPCP. The following list of BMPs and narrative explain how the selected BMPs will be incorporated into the project.

TEMPORARY WASTE MANAGEMENT AND MATERIALS POLLUTION

CONTROL BMPS
BMP Name
Minimum
Require-
ment
BMP Used
If not used, state reasonYes No
WM-1 Material Delivery
and Storage
WM-2 Material Use
WM-3 Stockpile
Management
WM-4 Spill Prevention
and Control
WM-5 Solid Waste
Management
WM-6 Hazardous Waste
Management
WM-7 Contaminated Soil
Management
WM-8 Concrete Waste
Management
WM-9 Sanitary/ Septic
Waste Management
WM-10 Liquid Waste
Management

City of*ROHWD Water Pollution Control Plan (WPCP)
30-10

ALTERNATIVE WASTE MANAGEMENT AND MATERIALS
POLLUTION CONTROL BMPs USED
Yes No
BMP Name BMP Description If used, state reason

City of*ROHWD Water Pollution Control Plan (WPCP)
30-11

30.3 Water Pollution Control Drawings (WPCDs)
The WPCDs are included as Attachment A to this Water Pollution Control Program.

30.4 Construction BMP Maintenance, Inspection, and Repair Site inspections shall be conducted by the Contractor’s WPCM at the following minimum frequencies:
x Prior to a forecast storm.
x After a rain event that causes runoff from the construction site. x At 24-hour intervals during extended rain events.
x Weekly during the rainy season.
x Every 2 weeks during the non-rainy season; and
x At any other time(s) or intervals of time specified in the Contract Special Provisions.

A tracking or follow-up procedure shall follow any inspection that identifies deficiencies in BMPs.

30.5 Water Pollution Control Manager
The Water Pollution Control Manager (WPCM) assigned to this project is:

Insert WPCM's Name
Insert WPCM's Telephone Number
Insert Contractor's Company Name
The WPCM shall have primary responsibility and significant authority for the implementation, maintenance, inspection and amendments to the approved WPCP. The WPCM will be available at all times throughout duration of the project. Duties of the Contractor’s WPCM include but are not limited to:
x Ensuring full compliance with the WPCP; and
x Implementing all elements of the WPCP.

The WPCM shall have the authority to mobilize crews in order to make immediate repairs to the water pollution control measures.

Contractor's Company Name

CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PHB PROJECT

APPENDIX C

PREVAILING WAGE RATES

1. Download State Prevailing Wage Rates from the State website http://www.dir.ca.gov/oprl/PWD/index.htm

CROSSWALK AT CALLE REAL / FAIRVIEW CENTER - PHB PROJECT

APPENDIX D

SCHOOL ZONE WORK HOUR RESTRICTION MAP

Goleta City CouncilApril 5, 2022

Goleta City Council
April 5, 2022