Contract_4555_ON-CALL_PAVEMENT_RESTORATION_PROJECT_2022-2024.pdf

COUNTY OF SACRAMENTO

PUBLIC WORKS & INFRASTRUCTURE

DEPARTMENT OF WATER RESOURCES

SACRAMENTO COUNTY WATER AGENCY (SCWA)

CONTRACT NO. 4555

ON-CALL PAVEMENT RESTORATION PROJECT

2022 - 2024

January 11, 2022

BID DOCUMENTS

NOTE: The County of Sacramento Standard Construction Specifications dated September 2001, revised March 2004, January 2008, January 1, 2016, January 1, 2017 and February 1, 2017, are hereby made a part of these Specifications. A copy of the Standard Construction Specifications may be downloaded from the County website at www.saccountyspecs.net.

Data on this project, including the plan holders list and bid results, can be viewed at:

http://www.saccountybids.com

MICHAEL J. PENROSE, INTERIM DEPUTY COUNTY EXECUTIVE

PUBLIC WORKS & INFRASTRUCTURE

MICHAEL L. PETERSON, DIRECTOR

Page Left Blank Intentionally

COUNTY OF SACRAMENTO

PUBLIC WORKS & INFRASTRUCTURE

SACRAMENTO COUNTY WATER AGENCY (SCWA)

Contract Specifications and Plans for:

ON-CALL PAVEMENT RESTORATION PROJECT 2022 - 2024

CONTRACT NO. 4555

Certifications and Seals Page

THE SPECIAL PROVISIONS CONTAINED HEREIN HAVE BEEN PREPARED BY OR UNDER

THE DIRECTION OF THE FOLLOWING REGISTERED PERSONS.

TO BE SUPPLEMENTED WITH THE COUNTY OF SACRAMENTO STANDARD

CONSTRUCTION SPECIFICATIONS DATED SEPTEMBER 2001 (REVISED FEBRUARY

2017).

Project

Engineer

Steve Pimentel Senior Civil Engineer, Water Supply

Date

R.C.E. No. C62633

1/10/2022

BID SET CONTRACT NO: 4555

ON-CALL PAVEMENT RESTORATION PROJECT TABLE OF CONTENTS

2022-2024 00 01 10-1

SECTION 00 01 10

TABLE OF CONTENTS

INTRODUCTORY INFORMATION

00 01 01 Project Title Page 00 01 05 Certifications and Seals Page 00 01 10 Table of Contents

CONTRACTING REQUIREMENTS

00 73 00 Special Provisions

APPENDICES

Appendix A: Site List and Photos Appendix B: Temporary Pavement Repair Detail

ATTACHMENT

Attachment 1: Notice of Exemption

- END OF SECTION –

SPECIAL PROVISIONS

ON-CALL PAVEMENT RESTORATION PROJECT SPECIAL PROVISIONS

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SECTION 00 73 00

SPECIAL PROVISIONS

SP-01 GENERAL REQUIREMENTS

1. All work under this contract shall be done per the general provisions of Sections 1-1 through 12-6 of the County of Sacramento Standard Construction Specifications dated September 2001, revised March 2004, January 2008, January 1, 2016, January 1, 2017 and February 1, 2017, are hereby made part of these specifications. Modifications to the Standard Construction Specifications are noted below.

2. All work outside of the City of Elk Grove shall be per the County Standard Construction Specifications. Copies of the Standard Construction Specifications (SCS) may be obtained online to be downloaded for no cost at: https://saccountyspecs.saccounty.gov

3. All work done in the City of Elk Grove shall be done per the City’s Specifications. Copies of the City of Elk Grove Specifications may be obtained online to be downloaded for no cost at the City of Elk Grove’s Public Works website.

SP-02 SCOPE OF WORK

General Description

1. The work for this bid includes the furnishing of all labor and materials to repair pavement sites and cracks at SCWA water facilities and various locations on an on-call basis within Sacramento County. The restoration includes but is not limited to grinding area of restoration, removing temporary asphalt patch or damaged pavement, compacting aggregate base if necessary, placing and compacting hot mix asphalt concrete, sealing asphalt, cleaning and sealing cracks, replacing all damaged street markings, and any necessary traffic control.

2. The Contractor will be utilized on an “on-call” basis during the contract, with an average of 10-20 repair sites per month between March and November. Depending on the number of pavement patch repair sites, the Agency will provide a list of SCWA facilities for crack repairs. The Agency will typically provide a list of sites every month. The Contractor should be capable of completing these sites within thirty (30) calendar days. The days of work may not be consecutive. Contractor shall not work in excess of eight (8) hours per day.

If more than 20 sites are listed for repair in a particular month, the following timeframe shall be implemented:

21 to 30 sites 45 calendar days 31 to 60 sites 60 calendar days

Basis of Payment for the Contract includes the following:

a. Terms of the Contract are to be based on a site size basis

b. Contractor shall not receive compensation when equipment is down for repairs or waiting for the replacement equipment.

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Bid Item Description

Bid Item 1 – Sites 1 – 14: Restore Pavement Sites (Appendix B)

A. Measurement and Payment by Full Compensation

1. By Lump Sum. Includes mobilization and demobilization, grinding area for restoration, remove temporary asphalt patch, compact aggregate base if necessary, place and compact hot mix asphalt concrete, seal coat, and replace all pavement markings disturbed by this project per City/County standards.

Bid Item 2 – Vineyard Surface Water treatment Plant

A. Measurement and Payment by Full Compensation

1. Crack repair for Vineyard Surface Water Treatment Plant (Bid Item 2) shall begin by August 15, 2022 and completed within fifteen (15) working days. There are approximately 1,000 feet of cracks up to ½” in width. There are approximately 1,600 feet of cracks ½” – 1” in width. There are approximately 400 feet of cracks above 1” in width. By lump sum. Includes mobilization and demobilization, cleaning and filling cracks.

Bid Item 3 – Asphalt Removal and Replace (15 ft x 10 ft)

A. Measurement and Payment by Full Compensation

1. By the Unit price of Each. Includes mobilization and demobilization, all tools, equipment, materials and labor necessary to provide and implement grinding/sawcutting area up to 150 square feet for restoration, removing temporary asphalt patch and/or existing SCWA facility pavement area with alligator cracking, compact aggregate base if necessary, place and compact hot mix asphalt concrete, seal coat, and replace all pavement markings disturbed by this project per City/County standards.

Bid Item 4 – Asphalt Removal and Replace (20 ft x 15 ft)

A. Measurement and Payment by Full Compensation

1. By the Unit price of Each. Includes mobilization and demobilization, all tools, equipment, materials and labor necessary to provide and implement grinding/sawcutting area between 151 and 300 square feet for restoration, removing temporary asphalt patch and/or existing SCWA facility pavement area with alligator cracking, compact aggregate base if necessary, place and compact hot mix asphalt concrete, seal coat, and replace all pavement markings disturbed by this project per City/County standards.

Bid Item 5 – Asphalt Remove and Replace (25 ft x 20 ft)

A. Measurement and Payment by Full Compensation

1. By the Unit price of Each. Includes mobilization and demobilization, all tools, equipment, materials and labor necessary to provide and implement grinding/sawcutting area between 301 and 500 square feet for restoration, removing temporary asphalt patch and/or existing SCWA facility pavement area with alligator cracking, compact aggregate base if necessary, place and compact hot mix asphalt concrete, seal coat, and replace all pavement markings disturbed by this project per City/County standards.

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Bid Item 6 – Sidewalk, Curb, & Gutter Replacement

A. Measurement and Payment by Full Compensation

1. By the Unit price of Linear Feet. Includes mobilization and demobilization, all tools, equipment, materials and labor necessary to remove and replace sidewalk, curb, and gutter.

Bid Item 7 – Crack Repair

B. Measurement and Payment by Full Compensation

1. By the Unit price of Linear Feet. Includes mobilization and demobilization, all tools, equipment, materials and labor necessary to provide and implement cleaning and filling cracks up to 2 inches.

Bid Item 8 – Allowance

A. Measurement and Payment by Full Compensation

1. The allowance is for an unexpected extra work. This work will be performed on a time and materials basis.

Payment for lump sum items shall be as defined in Section 8 of the SCS. The lump sum price shall be full compensation for the preparation and installation of these materials, and for all labor, equipment, tools, and incidentals to complete this item. Quantities in bid items 3 – 7 are estimated. Price paid will be based on actual unit prices

Such other items or details not mentioned above that are required by this contract shall be performed, placed, constructed, or installed in accordance with the Contract Document or as directed in writing by the Agency.

If there are any questions about the project, please contact Steve Pimentel at (916) 876-6014 or pimentelst@saccounty.net.

SP-03 MODIFICATIONS TO FEBRUARY 2017, REF. “SCS”, AS AMENDED,

COUNTY OF SACRAMENTO STANDARD CONSTRUCTION SPECIFICATIONS

Modifications shall be made as follows:

1 TERMS AND DEFINITIONS

1-1 GENERAL

The work embraced herein shall conform to the provisions of the County of Sacramento Standard Construction Specifications (herein after referred to as the “Standard Construction Specifications”) dated September 2001 (revised February 2017), City of Elk Grove Construction Specifications (herein after referred to as “City Specifications”) dated June 2020, the State of California, Department of Transportation, Standard Specifications (herein after referred to as the “State Specifications”) and Standard Plans (herein after referred to as the “State Plans”) dated 2018 with revisions, and these Special Provisions.

In the event of conflict with respect to the Contract or between the documents listed below or referenced herein, the order of precedence, highest to lowest, shall be as follows:

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1. Field Instructions

2. Special Provisions

3. Project Details

4. Standard Construction Specifications (SCS)

5. City Specifications

6. State Specifications

1-3 DEFINITIONS

A broader list of definitions is available in Section 1 of the General Provisions of the Sacramento County Standard Construction Specifications as amended February 2017. The definitions below are specific to this project and these Special Provisions.

A. Agency: Shall mean the Department of Water Resources, 827 7th Street, Room 301, Sacramento, CA 95814, (916) 874-6851, Fax: (916) 874- 8693. Also be referred to as the Operator.

B. Agency Engineer: Director of the Department of Water Resources, 827 7th Street, Room 301, Sacramento, CA 95814, (916) 874-6851, Fax: (916) 874-8693 or authorized agent. Address as defined above. Also referred to as the Engineer.

C. Project Engineer: Steve Pimentel, Desk: (916) 876-6014, Main office: phone and address as defined above for Agency.

D. Contractor: The primary person or persons, firm, partnership, joint venture, corporation, or combination thereof who (that) has (have) entered into the contract with the Agency for this project for the work defined in these contract documents.

E. Engineer: The Agency Engineer for which work will be done under these Specifications, or those duly authorized by the Agency Engineer to act on his behalf.

The term ENGINEER and Engineer are used herein interchangeably.

F. Resident Engineer: Sacramento County, Construction Management and Inspection Division (CMID). The Resident Engineer is the authorized agent of the Agency and shall issue directions to the Contractor.

G. SCS: Sacramento County Standard Construction Specifications February 2017. The SCS are incorporated into these contract documents.

2 BID REQUIREMENTS AND CONDITIONS

The contractor’s attention is directed to the provisions in Section 2, “Bid Requirements and Conditions,” of the Standard Construction Specifications, and these Special Provisions for the requirements and conditions which they must observe in the preparation of the proposal form and the submission of the bid.

2-1 BID PROPOSAL

The following is added before the last sentence in Section 2-1 “Bid Proposal”:

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“Signatures scanned or transmitted electronically shall be deemed original signatures for purposes of the Bid, with such scanned signatures having the same legal effect as original signatures.”

2-1.01 UNIT PRICE BID

The Estimated Quantities included on the bid form are approximate and are only included in the bid form as a basis for comparison of Bids. The Agency does not, expressly or by implication, represent or agree that the actual amount of work will equal the approximate Estimated Quantities. Payment will be made for the actual quantity of Work performed in accordance with the Contract. The Agency reserves the right to increase or decrease the amount of any class or portion of the Work, or to omit portions of the Work, as may be deemed necessary or advisable in the sole discretion of the Agency.

The Contractor shall make no claim nor receive any compensation for anticipated profits, loss of profit, damages, or any extra payment due to any difference between the amount of work actually completed, or materials or equipment furnished, and the Estimated Quantities. If the final quantity of any item of work required under the Contract varies from the Engineer’s Estimate by twenty-five percent (25%) or more, compensation will be adjusted in accordance with Standard Construction Specifications Section 9-8, “Payment For Changes.” For compensation for alterations in quantities of work, including deviations greater than twenty-five percent (25%), see Section 9-8.02, “Payment for Changes – Unit Prices,” of the Standard Construction Specifications.

2-2 PREPARATION AND SUBMISSION OF BIDS

The last paragraph of this section is deleted in its entirety and replaced as follows:

“Bids must be submitted on the County's eProcurement system as indicated in the Notice to Bidders. All bid pricing, forms, and attachments requested in the online bid posting must be completed and submitted by the date and time indicated in the Notice to Bidders or subsequent Addendum in order for the Bid to be considered by the Agency. Late Bids will not be accepted by the Agency. Bids will not be accepted outside of the County's eProcurement system.”

2-5 CONTRACTORS/SUBCONTRACTORS REQUIRED TO BE LICENSED AND

REGISTERED

The California State Senate passed SB854 on June 20, 2014, establishing a new public works Contractor Registration Program. It requires all contractors and subcontractors bidding and performing work on Public Works Projects to register on an annual basis (each July 1 through June 30 state fiscal year) with the California Department of Industrial Relations (DIR).

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, as 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 Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the Contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded.

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2-8 SUBCONTRACTORS

The following is added after the last sentence of the fourth paragraph in this section:

“Bidders must complete all requested fields for each Subcontractor listed on the designation of subcontractors form provided in the County's eProcurement site and upload and submit a completed form with their Bid, failure to do so may be cause to reject the Bid.”

2-9 ADDENDA

This section is deleted and replaced with the following:

“The correction of material discrepancies in, or material additions to/omissions from, the Plans, Specifications, or other Contract document, or an interpretation thereof, during the bidding period will be made only by an Addendum issued by the Agency. Addenda will be posted on the County's eProcurement system and available for review by all Bidders. Bidders must acknowledge any Addenda before submitting a Bid. Addenda become part of the Contract upon issuance. Interpretations or explanations not included in an Addenda will not be considered binding.”

2-11 BID GUARANTEE

The following is added as the third paragraph to this section:

“Bidders must upload a copy of their Bid Guarantee and submit it with their Bid in the County's eProcurement system. After Bids are opened and the apparent low bidder is identified, the apparent low bidder must deliver their original Bid Guarantee to the Agency by 4:00 PM the first Monday following Bid Opening, to: County of Sacramento, Contracts & Purchasing Division, 9660 Ecology Lane, Sacramento, CA 95827.”

2-12 WITHDRAWAL OF BID

This section is deleted and replaced with the following:

”A Bid can be withdrawn prior to the hour for the submission of Bids in the Notice to Bidders by canceling or deleting the submitted Bid in the County's eProcurement system. The withdrawal of a Bid does not prejudice the right of a Bidder to file a new or revised Bid in accordance with the Notice to Bidders. Bids can be edited in the County's eProcurement system prior to the Bid due date and time.”

2-13 PUBLIC OPENING OF BIDS

This section is deleted and replaced with the following:

“Bids will be publically opened on the County's eProcurement website as indicated in the Notice to Bidders or a subsequent Addendum. Bidders can view bids received on the County's eProcurement website and can verify the time and date that bids were unsealed by the Agency.”

3 AWARD AND EXECUTION OF CONTRACT

The Contractor’s attention is directed to the provisions in Section 3, “Award and Execution of Contract,” of the Standard Construction Specifications, and these Special Provisions for the requirements and conditions concerning submittal award and execution of contract.

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3-3 AWARD OF CONTRACT

The award of contract, if it were awarded, should be made within thirty (30) calendar days after the bid opening to the lowest responsive, responsible bidder whose proposal complies with all the requirements prescribed in the Standard Construction Specification, and these Special Provisions.

3-7 EXECUTION OF THE CONTRACT

Upon approval to award the Contract, the Contract shall be signed by the successful Bidder and returned to the Agency at the below address, together with the Performance Bond, Payment Bond and certificates of insurance within ten (10) working days of the Bidder’s receipt of the documents. Receipt by the Agency of the signed documents from the Contractor is deemed to constitute “execution” of the Contract. Insurance certificates shall be signed by a person authorized by the insurer to bind coverage on its behalf and shall be accompanied by copies of all endorsements required by Section 3-9, “Insurance”, of these the Standard Construction Specifications. The successful bidder shall furnish complete, certified copies of all required bonds and insurance policies, including endorsements specifically required by Section 3-9, “Insurance,” of the Standard Construction Specifications. After execution by the Agency, one copy of the executed Contract, bonds, and certificates of insurance will be returned to the Contractor.

Contract & Purchasing Services Department of General Services 9660 Ecology Lane Sacramento, CA 95827

3-8 FAILURE TO EXECUTE CONTRACT

Failure to execute the contract shall conform to Section 3-8, “Failure to Execute the Contract,” of the Standard Construction Specifications and these provisions.

If the Bidder to whom the Contract is awarded fails to execute the Contract and file acceptable bonds and insurance certificates as provided herein within ten (10) calendar days from the time the Contract forms are received by the Bidder, the award may be annulled and the Bidder’s Bid Guarantee forfeited to the Agency up to the full amount of the Bidder’s Bid Guarantee. At the Agency’s discretion, the Contract may then be awarded to the next lowest responsive, responsible Bidder.

If the Agency awards the Contract to the second lowest responsive, responsible Bidder, the lowest responsive, responsible Bidder's Bid Guarantee shall be applied by the Agency to the difference between the lowest Bid and the Bid of the second lowest responsive, responsible Bidder.

3-9 INSURANCE

Insurance shall conform to Section 3-9, “Insurance,” of the Standard Construction Specifications.

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4 SCOPE OF WORK

The Scope of Work shall conform to the provisions in Section 4, “Scope of Work,” of the Standard Construction Specifications and these Special Provisions. All work not mentioned in these Special Provisions shall be constructed in accordance with the Standard Construction Specifications.

The work to be performed under this contract includes the furnishing of labor, materials, and equipment for doing all work associated with pavement repair services in accordance with these Project Special Provisions. Work is to be performed in coordination with the Agency on an on-call basis at various locations within Sacramento County.

5 CONTROL OF WORK AND MATERIALS

The Control of Work and Materials shall conform to the provisions in Section 5, “Control of Work and Materials,” of the Standard Construction Specifications and these Special Provisions.

6 LEGAL RELATIONS AND RESPONSIBILITIES

The Contractor’s attention is directed to Section 6, “Legal Relations and Responsibilities,” of the Standard Construction Specifications.

6-1.02 PREVAILING WAGE

The Contractor’s attention is directed to Section 6-1.02, “Prevailing Wage,” of the Standard Construction Specifications.

6-1.03 PAYROLL RECORDS

The Contractor’s attention is directed to Section 6-1.03, “Payroll Records,” of the Standard

6-1.04 NONDISCRIMINATION

The Contractor’s attention is directed to the following Notice that is required by Chapter 5 of Division 4 of Title 2, California Code of Regulations.

NOTICE OF REQUIREMENT FOR NONDISCRIMINATION PROGRAM

(GOV. CODE, SECTION 12990)

Your attention is directed to the "Nondiscrimination Clause," set forth in Section 7-1.01A(4), "Labor Nondiscrimination," of the State Specifications, which is applicable to all nonexempt state contracts and subcontracts, and to the "Standard California Nondiscrimination Construction Contract Specifications" set forth therein. The Specifications are applicable to all nonexempt state construction contracts and subcontracts of $5,000 or more.

7 PROSECUTION OF THE WORK

Prosecution of the Work shall conform to the provisions in Section 7, “Prosecution of the Work,” of the Standard Construction Specifications and these Special Provisions.

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7-8 PEAK HOURS, HOURS OF DARKNESS, HOLIDAYS, AND WEEKENDS

Work hours within the City of Elk Grove shall be in accordance with Section 7-8, “Peak Hours, Hours of Darkness, Holidays, and weekends,” of the City Specifications. Unless otherwise noted, directed, or approved by the County of Sacramento and the City of Elk Grove, no work shall be done between 6 p.m. and 7 a.m. or on Saturday, Sundays, or legal holidays. For work hours outside of the City of Elk Grove, this section shall conform to Section 7-8, “Peak Hours, Hours of Darkness, Holidays, and weekends,” of the Standard Construction Specifications.

7-15 TIME OF COMPLETION

The time of completion (termination) of this contract shall be from the date of authorization until December 27, 2024.

8 MEASUREMENT AND PAYMENT

Measurement and Payment shall conform to Section 8, “Measurement and Payment,” of the Standard Construction Specifications and these Special Provisions.

It is the Contractor’s responsibility to measure and/or compute the quantities of work completed, subject to verification by the Agency, under the terms of the Contract. In computing quantities, the length, area, solid contents, number, weight, or time as specified in the Contract or the Schedule of Values shall be used.

8-10 LIQUIDATED DAMAGES FOR DELAY

As set forth in Section 8-10, “Liquidated Damages for Delay”, of the Standard Construction Specifications, the liquidated damages for this contract shall be five hundred dollars ($500) per calendar day.

9 CHANGES AND CLAIMS

Changes and Claims shall conform to Section 9, “Changes and Claims,” of the Standard Construction Specifications and these Special Provisions.

The Agency reserves the right to order corrections, alterations, additions, modifications, deletions or other changes as required for the proper completion of the Work. The order may be made prior to the final acceptance of the Contract without voiding the Contract, without notice to the Contractor’s sureties, and in accordance with the provisions of Section 9-2, “Ordering of Changes”, of the Standard Construction Specifications.

10 ENVIRONMENTAL CONTROLS AT WORK SITE

The Contractor shall abide to the latest sanitary regulations in accordance with Section 10-9, “Sanitary Regulations,” of the Standard Construction Specifications and the following:

The Contractor shall be solely and completely responsible for implementing the applicable COVID-19 guidelines from the California Department of Industrial Relations, Division of Occupational Safety and Health, and the applicable COVID-19 guidance from the Centers for

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Disease Control and Prevention for the protection of workers, including regulations concerning education, training, routine cleaning, on-site washing facilities, and the use of Personal Protective Equipment (PPE) at the workplace (collectively, "Guidelines"). The Contractor shall submit a plan and/or narrative description to the Agency for compliance with these Guidelines prior to commencement of the Work. This safety plan and/or narrative description shall describe all education, training, routine cleaning, on-site washing facilities, Personal Protective Equipment (PPE), or similar to be used at the Project Site. Full compensation for implementing the Guidelines, and any required updates to the safety plan and/or narrative description, shall be considered as included in the prices paid for the various items of Work involved as specified in Section 8-3, "Work to be Done Without Direct Payment," of the Standard Construction Specifications and therefore no additional compensation shall be made.

12 SAFETY, PUBLIC CONVENIANCE, AND TRAFFIC CONTROL

The Contractor is responsible for public safety and traffic control within the project limits and on the approaches to the project. Provisions for public convenience and safety and construction area traffic control shall be in accordance with Section 12-2, “Public Convenience and Safety”, Section 12-3, “Public Safety and Traffic Control,” and Section 12-4, “Traffic Control Plans,” of the Standard Construction Specifications.

13 EXISTING FACILITIES

Existing Facilities shall conform to Section 13, “Existing Facilities,” of the Standard Construction Specifications and these Special Provisions. It is the responsibility of the Contractor to protect existing curb, gutter, sidewalk, pavement markings, culverts, railings, signs, traffic signal detectors, other roadway appurtenances, and other improvements inside or outside the road right-of-way while performing work. Facilities damaged due to the Contractor's operations shall be repaired or replaced at the Contractor's expense.

Any damage resulting from the Contractor’s operations shall be repaired by the Contractor to the condition of equal or better, which existed prior to the damage, and to the satisfaction of the Engineer, at no cost the County.

Full compensation for Existing Facilities, as specified herein, shall be considered as included in the prices paid for the various items of work involved as specified in Section 8-3, "Work to be Done Without Direct Payment," of the Standard Construction Specifications and no additional compensation will be made.

14 RESTORATION OF SURFACES

Restoration of surfaces shall conform to Section 14, “Restoration of Surfaces,” of the City Specifications for pavement restoration areas within the City of Elk Grove. For pavement restoration areas outside of the City of Elk Grove, this Section shall conform to Section 14, “Restoration Surfaces” of the Standard Construction Specifications. All crack repair shall be accordance with this Special Provisions within all of Sacramento County including the City of Elk Grove.

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CRACK REPAIR

This item shall consist of furnishing all labor, materials, equipment, and traffic control for crack sealing on selected asphalt and/or concrete pavement within the Agency facilities.

MATERIAL

Crack seal material shall consist of a single component, hot-applied, elastically modified asphalt composition specifically produced for effective pavement maintenance joint sealing.

Acceptable materials are the following or equal:

CRAFCO Parking Lot Sealant Type 2 (Part No. 34200)

CRAFCO Polyflex Type 3 (Part No. 34521)

CRAFCO Superflex (Part No. 34532)

Acceptable materials shall be applied unless specified otherwise by Agency.

EXECUTION

Surface Preparation Cracks 1/8-inch and wider shall be blown clean of all organic materials with a high-pressure air nozzle (min. 90 psi) and/or a mechanical cleaning process to a depth of 1/2-inch minimum. Old sealant which protrudes above the asphalt concrete surface shall be completely removed. Cleaning shall result in surfaces with are free from all dust, moisture of other contaminants and shall be approved by the Agency Representative.

Crack Seal Application Cracks to be filled shall be completely dry at the time of filling, and in no case shall crack sealing be performed within 24 hours of any precipitation. Sealant shall be applied when the pavement surface temperature exceeds 50 oF. Application at lower temperatures may result in reduced adhesion due to possible presence of excess moisture.

Crack sealant material shall be applied to all cracks 1/8-inch or greater to be flush with the adjacent pavement surface. Cracks shall be sealed from the bottom up. Excess sealant shall be leveled to less than 1/8-inch thickness with a squeegee or sealing show to produce a band which is 2 to 4-inches wide, centered over the crack.

Traffic shall not be allowed on the freshly applied crack seal material until it has cured or until it has been sanded to prevent tracking.

Cracks greater than 2-inches should be repaired with patch material directed by Agency.

For extensive alligator areas, do no use crack seal.

PAYMENT

Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid by linear feet, and no additional compensation will be allowed.

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19 TRENCH EXCAVATION, BEDDING AND BACKFILL

Trench Excavation, Bedding and Backfill shall conform to Section 19, “Trench Excavation, Bedding and Backfill,” of the City Specifications for pavement restoration areas within the City of Elk Grove. For pavement restoration outside of the City of Elk Grove, this Section shall conform to Section 19, “Trench Excavation, Bedding and Backfill” of the Standard

19-1.03 PAVEMENT CUTTING

Pavement restoration services within the City of Elk Grove shall be grinded and no pavement cutting will be allowed unless directed otherwise by Inspector or Engineer.

23 ASPHALT CONCRETE

Asphalt Concrete shall conform to Section 23, “Asphalt Concrete,” of the City Specifications for pavement restoration areas within the City of Elk Grove. For pavement restoration areas outside of the City of Elk Grove, this Section shall conform to Section 23, “Asphalt Concrete” of the Standard Construction Specifications.

SP-04 SCHEDULE OF SERVICES

Contractor shall perform Pavement Repair services within the term of this Contract, and in accordance with the schedule set forth in this section, SP-04.

SCWA Responsibility: Provide a list of repair locations to the Contractor monthly.

Contractor Responsibility: Contractor shall be required to commence work within ten (10) working days of receiving a list of pavement repair locations from the Agency. Contractor to notify Agency at least three (3) working days before arriving on site.

Payment: The contract unit price paid per UNIT in the “Price Form” shall include full compensation for furnishing all labor, materials, equipment, incidentals, mobilization, and for doing all work involved in as described in these Special Provisions, the Standard Construction Specifications, and as directed by the Engineer and no additional compensation will be made.

SP-05 OTHER WORK

All work not mentioned in these Special Provisions and/or not shown on the details but considered necessary and in the scope of the Standard of Practice for the given item of construction technique shall be constructed in accordance with the Standard Construction Specifications, or as directed by the Engineer. Payment for work for which there is not an item on the bid form shall be included in prices bid for other items of work necessary to provide a completed job. No additional compensation shall be made.

- END OF SECTION –

APPENDICES

Appendix A Page 1 of 8

APPENDIX A: SITE LIST AND PHOTOS

Site No. Address City Zip Code Approx Repair

Size (SF)

1 9449 MADRID WAY Elk Grove 95758 156

2 4909 WILLOW VALE WAY Elk Grove 95758 169

3 5838 LAGUNA TRAIL WAY Elk Grove 95758 169

4 5250 SPRING CREEK WAY Elk Grove 95758 169

5 5809 LAGUNA SHORE WAY Elk Grove 95758 156

6 5845 LAGUNA SHORE WAY Elk Grove 95758 169

7 6109 PINE VISTA WAY Elk Grove 95758 169

8 9313 CASSARO CT Elk Grove 95758 156

9 9309 CASSARO CT Elk Grove 95758 169

10 7407 HENDON WAY Elk Grove 95758 169

11 6333 CANYON CREEK WAY Elk Grove 95758 400

12 8949 LAGUNA PLACE WAY Elk Grove 95758 144

13 5504 LAGUNA PARK DR Elk Grove 95758 340

14 9219 EDISTO WAY Elk Grove 95758 195

Appendix A Page 2 of 8

Site 1 – 9449 Madrid Way

Site 2 – 4909 Willow Vale Way

Appendix A Page 3 of 8

Site 3 – 5838 Laguna Trail Way

Site 4 – 5250 Spring Creek Way

Appendix A Page 4 of 8

Site 5 – 5809 Laguna Shore Way

Site 6 – 5845 Laguna Shore Way

Appendix A Page 5 of 8

Site 7 – 6109 Pine Vista Way

Site 8 – 9313 Cassaro Ct

Appendix A Page 6 of 8

Site 9 – 9309 Cassaro Ct

Site 10 – 7407 Hendon Way

Appendix A Page 7 of 8

Site 11 – 6333 Canyon Creek Way

Site 12 – 8949 Laguna Place Way

Appendix A Page 8 of 8

Site 13 – 5504 Laguna Park Dr

Site 14 – 9219 Edisto Way

TYPICAL/PARALLEL TO TRAFFIC REPAIR DETAIL

PERPENDICULAR TO TRAFFIC DETAIL

SACRAMENTO COUNTY

WATER AGENCY

DEPARTMENT OF WATER

RESOURCES

TEMPORARY PAVEMENT REPAIR DETAIL FOR ELK GROVE

APPENDIX B

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EXISTING LIP OF GUTTER

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GRINDING LIMIT

AutoCAD SHX Text NOTES: : 1. SEE CITY OF ELK GROVE STANDARD DRAWINGS ST-1 AND ST-7 SEE CITY OF ELK GROVE STANDARD DRAWINGS ST-1 AND ST-7 FOR MATERIALS AND MATERIAL THICKNESS. 2. GRINDING LIMITS SHALL ONLY BE ALONG GUTTER LINES, LANE GRINDING LIMITS SHALL ONLY BE ALONG GUTTER LINES, LANE LINES, CENTER OF LANES AND SHALL NOT BE PLACED ON WHEEL LINES. WHEN IN SHOULDER, CONTRACTOR SHALL GRIND TO LIP OF GUTTER WHEN GRINDING LIMIT IS WITHIN 6 FEET OF GUTTER. 3. ENTIRE BIKE LANE SHALL BE REPAVED IF TEMPORARY PAVEMENT ENTIRE BIKE LANE SHALL BE REPAVED IF TEMPORARY PAVEMENT IS IN BIKE LANE AREA. 4. GRIND SHALL BE MINIMUM 2' BEYOND LARGEST AREA OF EXISTING GRIND SHALL BE MINIMUM 2' BEYOND LARGEST AREA OF EXISTING TEMPORARY PATCH. 5. ALL NEW PAVEMENT SHALL BE SLURRY SEALED MINIMUM 12" ALL NEW PAVEMENT SHALL BE SLURRY SEALED MINIMUM 12" BEYOND GRINDING LIMIT. 5.1. EXISTING USA MARKINGS PERTAINING TO SCWA BEYOND THE EXISTING USA MARKINGS PERTAINING TO SCWA BEYOND THE 12" OUTER BOUNDARY SHALL BE COVERED WITH SAND SLURRY. THE SAND SLURRY SHALL BE EXTENDED MONOLITHICALLY. 6. GRIND PARALLEL TO EXISTING GUTTERS. CONTRACTOR SHALL NOT GRIND PARALLEL TO EXISTING GUTTERS. CONTRACTOR SHALL NOT SAWCUT. 7. PATCHES THAT SETTLE MORE THAN " SHALL BE REPAIRED PER PATCHES THAT SETTLE MORE THAN " SHALL BE REPAIRED PER 14" SHALL BE REPAIRED PER CITY OF ELK GROVE SPEC SECTION 14-3. PATCHES THAT PROTRUDE MORE THAN " SHALL BE MILLED DOWN AND RESEALED 14" SHALL BE MILLED DOWN AND RESEALED TO MEET GRADE OF SURROUNDING PAVEMENT. 8. REPLACE STREET MARKINGS PER CITY OF ELK GROVE REPLACE STREET MARKINGS PER CITY OF ELK GROVE SPECIFICATIONS. 9. SEE CITY OF ELK GROVE STANDARD DRAWING ST-6A: SEE CITY OF ELK GROVE STANDARD DRAWING ST-6A: 9.1. EDGES OF REPAIRS SHALL BE ALIGNED WHEN DISTANCE EDGES OF REPAIRS SHALL BE ALIGNED WHEN DISTANCE BETWEEN 3 CONSECUTIVE REPAIR AREAS ARE 100' OR LESS. 9.2. REPAIRS SHALL BE JOINED IF SPACING BETWEEN REPAIR AREA REPAIRS SHALL BE JOINED IF SPACING BETWEEN REPAIR AREA IS 15' OR LESS UNLESS APPROVED BY CITY AND AGENCY. 10. W = MINIMUM 10' FOR PCI 85 OR GREATER W = MINIMUM 10' FOR PCI 85 OR GREATER W = MINIMUM 5' FOR PCI LESS THAN 85

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EXISTING ROADWAY FOGLINE/LIP OF GUTTER, TYP

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GRINDING LIMITS

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12" MIN

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12" MIN

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SAND SEAL OUTER BOUNDARY TACK OIL & BLACK SAND ONLY

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DATE:

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SCALE:

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DRAWN BY:

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PROJECT:

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DESIGNED:

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FILEPATH:

AutoCAD SHX Text P:\Shared Folders\WSO&M\OPERATIONS\Pavement\Pavement Restoration 2022\Pavement Detail_Typical.dwg

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NONE

AutoCAD SHX Text 12/2021

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MGI

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ON-CALL PAVEMENT RESTORATION PROJECT

MGI

ATTACHMENT

RECORDING REQUESTED

WHEN RECORDED MAIL TO:

County of Sacramento Planning and Environmental Review 827 Seventh Street, Room 225 Sacramento, CA 95814 CONTACT PERSON: Joelle Inman

TELEPHONE: (916) 874-6141

SPACE ABOVE RESERVED FOR RECORDER’S USE

NOTICE OF EXEMPTION

Project Title:

On-Call Pavement Restoration Project 2022-2024

Control Number:

PLER2021-00131

Project Location:

The project would be located within various areas of Sacramento County Water Agency (SCWA) right of way.

APN:

N/A- various

Description of Project:

The project would occur in areas where the SCWA has already completed water repairs; the size of each repair is approximately 10 feet by 13 feet. Project activities consist of the following:

• replace temporary paving with permanent pavement

• replace sidewalk, curb and gutter where appropriate

• pavement crack sealing at the Vineyard Water Treatment Plant

Name of public agency approving project:

Sacramento County Water Agency – ceqa@saccounty.net

Person or agency carrying out project:

Name: Steve Pimentel Address: Sacramento County Water Agency; 827 7th St #301, Sacramento, CA 95814 Phone Number: 906-876-6014 Email: pimentelst@saccounty.net

Exempt Status:

CATEGORICAL EXEMPTION - Section 15301, Class 1

Reasons why project is exempt:

The project would occur within the existing road right-of-ways and would not require the removal of structures, vegetation, or trees. The project would occur in previously disturbed areas and would not impact known or unknown historical resources. The project site is not on a list complied pursuant to Section 65962.5 of the Government Code nor is it within the viewshed of a scenic highway. It can be seen with certainty that there is no possibility that the activity in question may have a significant impact on the environment and is therefore exempt from the provisions of CEQA.

[Original Signature on File] Joelle Inman

ENVIRONMENTAL COORDINATOR OF

SACRAMENTO COUNTY, STATE OF CALIFORNIA

Copy To:

County of Sacramento County Clerk 600 Eighth Street, Room 101 Sacramento, CA 95814

OPR:

State Clearinghouse 1400 Tenth Street Sacramento, CA 95814

Document Released 10/20/21