41017__Special_Provisions.pdf

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Attached to
Kiefer Boulevard Shoulder Widening
Solicitation number
41017
Issued by
Sacramento County, San Francisco City, California

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Summary of Contract Specifications for Kiefer Boulevard Shoulder Widening

This is a contract specification document issued by the County of Sacramento Community Services Department of Waste Management and Recycling for Project Contract No. 41017, the Kiefer Boulevard Shoulder Widening project. The work encompasses the construction of a 15-foot-wide aggregate base shoulder along the southern side of Kiefer Boulevard near the entrance to Kiefer Landfill, located at 12701 Kiefer Boulevard, Sloughhouse, California. The scope of work includes clearing and grubbing, roadway excavation, placement of Class 2 aggregate base material, relocation of two existing roadside signs, and all associated labor, materials, and equipment necessary for project completion. The contract specifies a completion timeline of thirty (30) working days, with work not permitted to commence until receipt of an executed contract and review of prescribed bonds and insurance. The project is governed by the County of Sacramento 2024 Standard Construction Specifications and the State of California Department of Transportation 2025 Standard Specifications, which are incorporated by reference into the contract documents.

Liquidated damages of one thousand dollars ($1,000.00) per calendar day will be assessed for any failure to complete all contract items within the prescribed working days. The contractor is responsible for all survey work, traffic control planning and implementation, water pollution control program preparation and implementation, sanitary facilities, and environmental compliance. The contractor may utilize the Kiefer Landfill facility at the project location for material storage and field offices, subject to project inspector approval. All temporary traffic control devices must comply with American Traffic Safety Services Association standards, and the contractor must maintain a minimum of one lane in each direction on Kiefer Boulevard at all times unless prior written approval is obtained from the Engineer. An encroachment permit (ENUC2026-00367) issued by Sacramento County is included as Appendix A, which requires a mandatory preconstruction meeting, twenty-four hour advance notification to Sacramento County Construction Management, and compliance with all Standard Requirements for Sacramento County Encroachment Projects outlined in the permit attachment.

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Kiefer_Boulevard_Shoulder_Widening_(Addendum_#1_Revision).pdf PDF
Kiefer_Boulevard_Shoulder_Widening.pdf PDF
41017_NTC.pdf PDF
Draft_41017_NTC_email.pdf PDF
41017_Plans.pdf PDF

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Text version

COUNTY OF SACRAMENTO

COMMUNITY SERVICES

Department of Waste Management and Recycling

CONTRACT SPECIFICATIONS

FOR

KIEFER BOULEVARD

SHOULDER WIDENING

Project Manager: Anthony Pasek Sacramento County Department of Waste Management and Recycling

(916) 875-6971 paseka@saccounty.gov

Bidding Documents, Contract Requirements, and Technical Specifications

CONTRACT NO. 41017

August 2026

NOTE: THE COUNTY OF SACRAMENTO 2024 STANDARD CONSTRUCTION

SPECIFICATIONS AND THE STATE OF CALIFORNIA DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS DATED 2025 ARE HEREBY

MADE PART OF THESE SPECIFICATIONS. A COPY OF THE SACRAMENTO

STANDARD CONSTRUCTION SPECIFICATIONS MAY BE DOWNLOADED FROM

THE COUNTY WEBSITE AT https://development.saccounty.gov/us/en/construction-management-inspection/standard-construction-specifications.html#gsc.tab=0

JENNIFER CLAIBORNE, DIRECTOR

DEPARTMENT OF WASTE MANAGEMENT AND RECYCLING

CONTRACT NO. 41017 KIEFER BOULEVARD SHOULDER WIDENING

TABLE OF CONTENTS

Table of Contents

SECTION 1 – TERMS AND DEFINITIONS

1-1 GENERAL

SECTION 3 - AWARD AND EXECUTION OF CONTRACT

3-2 CONSIDERATION OF BIDS

SECTION 4 – SCOPE OF WORK

4-1 INTENT OF CONTRACT DOCUMENTS

4-1.02 WORK AND LIMITATIONS

4-2 PLANS AND SPECIFICATIONS FURNISHED

4-11 LANDS AND RIGHTS-OF-WAY

4-13 DESCRIPTION OF WORK

SECTION 5 - CONTROL OF WORK AND MATERIALS

5-6 CONTRACTOR’S DISMISSAL OF UNSATISFACTORY EMPLOYEES

5-8.01 SUBMITTALS-GENERAL

5-9.01 AGENCY-FURNISHED SURVEYS

5-14 SUBSTITUTIONS

SECTION 6 – LEGAL RELATIONS AND RESPONSIBILITIES

6-10 PERMITS, AND LICENSES, AND CERTIFICATIONS

6-11 EXISTING UTILITIES

6-11.06 UTILITY SHUTDOWNS AND CONNECTIONS

SECTION 7 – PROSECUTION OF THE WORK

7-1.01 ORDER OF WORK

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

7-9 TEMPORARY FACILITIES

7-9.01 FIELD OFFICES

7-9.02 CONSTRUCTION SITE UTILITIES

7-10 PROTECTION OF WORK, PERSONS AND PROPERTY

7-12 DELAYS

7-15 TIME OF COMPLETION

SECTION 8 – MEASUREMENT AND PAYMENT

8-10 LIQUIDATED DAMAGES FOR DELAY

SECTION 10 - ENVIRONMENTAL CONTROLS AT WORK SITE

10-4.02 AGENCY REQUIREMENTS

10-4.09 PAYMENT

10-9 SANITARY REGULATIONS

SECTION 11 – PRECONSTRUCTION PHOTOGRAPHS AND RECORD DRAWINGS

11-2 PRECONSTRUCTION PHOTOGRAPHS

SECTION 12 - SAFETY, PUBLIC CONVENIENCE, AND TRAFFIC CONTROL

12-3 PUBLIC SAFETY AND TRAFFIC CONTROL

12-3.04 FURNISHING, INSTALLING, AND MAINTAINING TEMPORARY TRAFFIC CONTROLS

12-3.07 CONSTRUCTION SIGNS

12-3.16 TEMPORARY PAVEMENT DELINEATION

12-4 TRAFFIC CONTROL PLANS

SECTION 13 – EXISTING FACILITIES

13-3 MEASUREMENT AND PAYMENT

SECTION 15 – CLEARING AND GRUBBING

15-1 GENERAL

SECTION 18 – EARTHWORK

18-2 ROADWAY EXCAVATION

18-2.06 MEASUREMENT AND PAYMENT

18-7.01 GENERAL

SECTION 22 – BASE MATERIAL

22-2 CLASS 2 AGGREGATE BASE

APPENDIX A

ENCROACHMENT PERMIT

- 4 -

COUNTY OF SACRAMENTO COMMUNITY SERVICES AGENCY

Department of Waste Management and Recycling

SECTION 1 – TERMS AND DEFINITIONS

The 2024 County of Sacramento, Community Services Agency Standard Construction Specifications, and these Special Provisions shall control all work to be done under this contract. In case of conflict between these Special Provisions and the Standard Construction Specifications, these Special Provisions shall take precedence over and be used in lieu of the conflicting portions.

Unless otherwise specified, the California Department of Transportation (State) Specifications, Revised Standard Specifications, and State Standard Plans, DATED 2025, shall be the version used when referenced in these Special Provisions.

The Standard Construction Specifications, which are incorporated by reference in the Contract Documents, may be downloaded from the County website at https://development.saccounty.gov/us/en/construction-management-inspection/standard-construction-specifications.html#gsc.tab=0.

1-1 GENERAL

1-4 SUPPLEMENTAL PROJECT INFORMATION

The Agency makes the following supplemental project information available:

Supplemental Project Information Means Description

Included in the Appendix of the Special Provisions

Encroachment Permit

- 11 -

SECTION 3 - AWARD AND EXECUTION OF CONTRACT

3-2 CONSIDERATION OF BIDS

Sentence three of paragraph two shall be deleted and replaced with the following:

If the bid is missing a lump sum price or unit price, in either the base bid or any alternate, then the bid will be deemed incomplete and the bid will be rejected as non-responsive.

SECTION 4 – SCOPE OF WORK

4-1 INTENT OF CONTRACT DOCUMENTS

Add the following paragraph to this section:

The existing conditions depicted on the drawings and specifications are developed from record information. Exact locations, distances, dimensions, elevations, etc., shall be governed by actual field conditions and verified by the Contractor.

4-1.02 WORK AND LIMITATIONS

1. During the progress of work, the existing facilities shall be maintained without interruption, except by specific arrangement with the Project Inspector and then only at such times as approved in writing by the Project Inspector.

2. The Contractor shall coordinate the work of this contract through the Project Inspector assigned by the Engineer.

4-2 PLANS AND SPECIFICATIONS FURNISHED

The first paragraph shall be deleted and replaced with the following:

The Agency will provide the fully executed Contract for the Contractor’s use in prosecuting the Work. The Agency will not provide copies of Project Plans, Standard Drawings or State Plans, Project Specifications, Standard Construction Specifications or the State Specifications, and Special Provisions. Project Plans and Project Specifications can be downloaded from https://secure.procurenow.com

4-11 LANDS AND RIGHTS-OF-WAY

The Contractor’s attention is directed to Section 4-11, “Lands and Rights-of-Way,” of the Standard Construction Specifications and these Special Provisions.

The County rights-of-way shall be used only for purposes that are necessary to perform the required work. The Contractor shall not occupy the rights-of-way, or allow others to occupy the rights-of-way, for purposes, which are not necessary to perform the required work. Determination of “necessary to perform work” will be made by the Engineer if necessary.

- 12 -

Use of the Contractor's work areas shall be at the Contractor's own risk, and the County shall not be held liable for any damage to or loss of materials or equipment located within such areas. Utilities, including but not limited to water or electricity, will not be provided and shall be the sole responsibility of the Contractor.

Residence trailers will not be allowed within the County rights-of-way.

No vehicles, construction equipment, mobile home/office, supplies, materials or facilities shall be driven, parked, stockpiled or located within the driplines of oak trees.

The Contractor shall remove all equipment, materials, and rubbish from the work areas, which the Contractor occupies; and shall leave the areas in a presentable condition.

Full compensation for complying with the requirements of this section shall be considered incidental to the project and no additional compensation will be allowed therefor.

4-13 DESCRIPTION OF WORK

The work to be performed under this contract includes the furnishing of all labor, materials, and equipment for:

Project work includes clearing & grubbing, roadway excavation, aggregate base, relocation of roadside signs, and doing all other work specified on the plans and in the specifications.

Other items or details not mentioned above that are required by these Special Provisions shall be performed, placed, constructed, or installed in accordance with the Standard Construction Specifications and these Special Provisions. The construction, materials, and workmanship for items of work on the plans, but not specifically mentioned in these Special Provisions are referred to the Standard Construction Specifications for conformance.

SECTION 5 - CONTROL OF WORK AND MATERIALS

5-6 CONTRACTOR’S DISMISSAL OF UNSATISFACTORY EMPLOYEES

The Contractor’s attention is directed to Section 5-6, “Contractor’s Dismissal of Unsatisfactory Employees,” of the Standard Construction Specifications. Add the following paragraph to this section:

The Contractor shall be polite to citizens encountered during the course of work. Loud music, foul language, and cursing are not permitted.

5-8.01 SUBMITTALS-GENERAL

Sentence one of paragraph five shall be replaced by the following:

Copies of all submittals shall be furnished electronically; an electronic copy will be returned after review.

5-9.01 AGENCY-FURNISHED SURVEYS

The entire section shall be deleted and replaced with the following:

- 13 -

The contractor shall be responsible for and shall perform all surveys and measurements necessary for layout and control of work in accordance with Section 5-9.03 of the Standard Construction Specifications.

5-14 SUBSTITUTIONS

Add the following paragraphs to this section:

Should the Contractor seek approval of a product other than the brand or brands named in these specifications, it shall furnish written evidence that such product conforms in all respects to the specified requirements, and that it has been used successfully elsewhere under similar conditions. Where the specified requirements involve conformance to recognized codes or standards, the Contractor shall furnish evidence of such conformance in the form of test or inspection reports, prepared by a recognized agency, and bearing an authorized signature.

Manufacturer’s standard data and catalog cut sheets will not be considered sufficient in themselves, and the Engineer will not be responsible for seeking further data from the manufacturer, or for otherwise researching the project. Failure to provide complete data will be cause for rejection of the proposal.

SECTION 6 – LEGAL RELATIONS AND RESPONSIBILITIES

6-10 PERMITS, AND LICENSES, AND CERTIFICATIONS

Contractor’s attention is directed to Section 6-10, “Permits, and licenses, and Certifications,” of the Standard Construction Specifications. The following paragraph shall be added to this section:

A copy of the project’s encroachment permit is included in Appendix A. The Contractor shall be responsible to read, understand, and comply with the conditions of the encroachment permit. Full compensation for work involved in complying with the requirements of the encroachment permit shall be considered included in the contract prices paid for the various items of work and no additional time or compensation will be allowed therefor.

6-11 EXISTING UTILITIES

The Contractor’s attention is directed to Section 6-11.01 of the Standard Construction Specifications.

After potholing for all utility lines within the proposed limits of excavation, the Contractor shall provide a pothole log to the engineer within 7 days of potholing showing the location of the utility pothole, elevation of the utility and existing surface, and size and type of utility.

The overhead utility lines within the project limits will need to be protected in place unless otherwise shown on the plans.

Full compensation for conformance with all requirements of this section shall be considered incidental and included in the various bid items and no additional compensation will be allowed therefor.

- 14 -

6-11.06 UTILITY SHUTDOWNS AND CONNECTIONS

The Project Inspector shall be notified five (5) working days in advance of any contemplated shutdown of electricity or other utility. The Project Inspector’s approval shall be obtained prior to any shutdown activity.

The Contractor shall schedule and coordinate all connections and other work to be performed by public and private utility organizations necessary for the completion of the project.

SECTION 7 – PROSECUTION OF THE

WORK

7-1.01 ORDER OF WORK

When required by the special provisions or plans, the Contractor shall follow the sequence of operations as set forth therein.

Liquidated damages, as set forth elsewhere in these special provisions, shall be assessed if the working days are exceeded. No work may take place prior to receipt of the executed Contract and review of the prescribed bonds and insurance.

Contractor’s attention is directed to Safety, Public Convenience, and Traffic Control of the Standard Construction Specifications and these Special Provisions. Any Special Signs that are required for detour or maintaining traffic shall be placed a minimum of 10 days in advance of the project start.

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

No deviations will be allowed without the written approval of the Engineer.

Under no circumstances shall any nighttime work be performed prior to and without the written permission of the Engineer. In the event of permitted night work, the Contractor shall maintain a minimum of one ten-foot (10’) minimum clear lane(s) in each direction between the hours of 6pm and 6:30am.

7-9 TEMPORARY FACILITIES

The Contractor may store materials and equipment at Kiefer Landfill located at 12701 Kiefer Boulevard. Sloughhouse, CA 95683. The Contractor shall obtain the prior approval of the Project Inspector for acceptable site access or before using any area or space for Contractor’s storage during construction operations. Materials, equipment, etc., shall not be piled or stored in any location which shall interfere with the conduct of normal functions of the building and/or facilities, and shall not constitute a hazard to persons or property. Any required safety precautions such as signs, danger signals, lanterns, barricades, etc., shall be provided by and installed by the Contractor during construction operations.

No advertising signs of any kind will be permitted except by written permission of the Engineer.

- 15 -

7-9.01 FIELD OFFICES

Space for a contractor’s field office shall be made available at Kiefer Landfill.

7-9.02 CONSTRUCTION SITE UTILITIES

1. WATER: Contractor may use the water towers at Kiefer Landfill for construction water supply.

The contractor may not interfere with Kiefer Landfill operations when accessing water. The Contractor shall be responsible to verify all existing conditions associated with a water connection. Water used in construction must comply with Section 16 of the Standard Construction Specifications.

Contractor shall provide potable drinking water for their own use.

2. ELECTRICAL POWER: Contractor shall be responsible for providing electrical power at the work location. Generator(s) may be used onsite, but must be serviced by the Contractor.

3. TELEPHONE: Contractor shall not have access to phones on site and therefore, shall arrange for their mobile phone if needed for on-site communication.

7-10 PROTECTION OF WORK, PERSONS AND PROPERTY

Provide temporary fencing, lock boxes etc., as required to protect material storage, equipment and site under construction from theft, vandalism and unauthorized entry.

The Contractor shall be responsible for all damage in the area of Work, or on the site, caused by Contractor, his employees or subcontractors.

7-12 DELAYS

Contractor’s attention is directed to Section 7-12.02, “Unavoidable Delays,” of the Standard Construction Specifications.

No extension of time will be granted for a delay caused by a shortage of materials unless the Contractor furnishes to the Engineer documentary proof that he has made every effort to obtain such materials from all known sources, within reasonable reach of the work in a diligent and timely manner. The documentary proof shall indicate that the inability to obtain such materials, when originally planned, did in fact cause a delay in final completion of the entire work which could not be compensated for by revising the sequence of the Contractor's operations. The term "Shortage of Materials" as used in this section, shall not apply to materials, articles, parts, or equipment which are processed, made, constructed, fabricated, or manufactured to meet the specific requirements of the contract. Only the physical shortage of material will be considered under these provisions as a cause for extension of time. Delays in obtaining materials due to priority in filling orders will not constitute a shortage of materials.

7-15 TIME OF COMPLETION

As set forth in Section 7-15 "Time of Completion", of the Standard Construction Specifications, the time for completion of this contract shall be THIRTY (30) working days.

- 16 -

No roadway excavation or soil disturbance may occur before the counting of working days.

SECTION 8 – MEASUREMENT AND PAYMENT

8-10 LIQUIDATED DAMAGES FOR DELAY

The Contractor shall pay liquidated damages for this contract to the County of Sacramento the sum of ONE THOUSAND DOLLARS ($1,000.00) per day for failure to complete all contract items, for each and every calendar day's delay in finishing the work in excess of the number of working days prescribed elsewhere in these Special Provisions.

SECTION 10 - ENVIRONMENTAL CONTROLS AT WORK SITE

10-4.02 AGENCY REQUIREMENTS

Add the following:

Water Pollution Control Program is required.

10-4.09 PAYMENT

The contract LUMP SUM for preparation of the Water Pollution Control Program shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for doing all the work involved in developing, preparing, obtaining approval of, revising and amending the Plan as specified in the Standard Construction Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor.

The contract LUMP SUM for implementation of the Water Pollution Control Program shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for doing all the work involved in implementing, installing, constructing, maintaining, removing, and disposing of control measures (except those shown on the Plans and for which there is a contract item of work), monitoring, inspecting, and ensuring compliance with the Water Pollution Control Program, and no additional compensation will be allowed therefor.

10-9 SANITARY REGULATIONS

The Contractor shall furnish, install, and remove at completion of the job, all sanitary (portable toilet) facilities required during project construction. Facilities shall be provided in sufficient quantities to comply with CAL-OSHA regulations. All such sanitary facilities shall be made available for use by all workers, subcontractors, consultants, and County personnel associated with the project. The type and location of the facilities shall be subject to acceptance by the Project Inspector. The Contractor shall maintain sanitary facilities in a proper, safe, operating, and sanitary condition for the duration of the work.

Full compensation for furnishing, installing, and removing all sanitary facilities 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 allowed therefor.

- 17 -

SECTION 11 – PRECONSTRUCTION PHOTOGRAPHS AND RECORD

DRAWINGS

11-2 PRECONSTRUCTION PHOTOGRAPHS

Preconstruction photographs shall be required and shall conform to Section 11-2 of the Standard Construction Specifications.

Full compensation for preconstruction photographs is included in the prices paid for the various items of work and no separate payment will be made.

SECTION 12 - SAFETY, PUBLIC CONVENIENCE, AND TRAFFIC CONTROL

12-3 PUBLIC SAFETY AND TRAFFIC CONTROL

The Contractor’s attention is directed to Section 12-3, “Public Safety and Traffic Control,” of the Standard Construction Specifications.

The Contractor shall be responsible for public safety and traffic control within the project limits and on the approaches to the project. Provisions for public convenience and safety, construction area traffic control, and hours of work shall be in accordance with the County of Sacramento Standard Construction Specifications, Sections 7-8 and 12, and these Special Provisions.

All traffic control devices including: signs, barricades, vertical panels, drums, warning lights, arrow boards, changeable message signs, cones and tubular markers that meet the requirements of American Traffic Safety Services Association (ATSSA), “Quality Standard for Work Zone Traffic Control Devices – 1992” shall be used on this project/this work.

Existing "No Parking" and/or "No Stopping" controls shall remain in effect as applicable. Work crews may park personal vehicles where no restrictions exist. Material delivery vehicles may stop along the roadway as commensurate with work requirements. No equipment or materials shall be parked or stored within any traffic lanes or within the public rights-of-way at any time, day or night, including holidays and weekends, without an approved lane or road closure.

Reduced speed zones may be considered to limit the risk of an accident to workers and the traveling public. Refer to CVC Section 21367 and CVC Section 22362.

12-3.04 FURNISHING, INSTALLING, AND MAINTAINING TEMPORARY TRAFFIC

CONTROLS

The Contractor’s attention is directed to Section 12-3.04, “Furnishing, Installing, and Maintaining Temporary Traffic Controls,” of the Standard Construction Specifications.

Final traffic control and construction staging are the responsibility of the Contractor.

Contractor shall maintain one lane in each direction on Kiefer Boulevard at all times, unless prior approval has been granted by the Engineer. For lane closures on Kiefer Boulevard, the Contractor’s attention is directed to Sections 7-8.01, “Allowable Times and Hours of Work,” and 7-8.02, “Off- Period Work,” of these Special Provisions.

- 18 -

The Contractor shall not place traffic control devices on private property without the permission of the property owner(s).

Each vehicle used to place, maintain, and remove components of a traffic control system on multilane highways shall be equipped with a type II flashing arrow sign which shall be in operation when the vehicle is being used for placing, maintaining, or removing said components. The sign shall be controllable by the operator of the vehicle while the vehicle is in motion. The flashing arrow sign shall not be used on the vehicles that are doing the placing, maintaining, and removing, of components of a traffic control system, and shall be in place before a lane closure requiring its use is completed.

If any component in the traffic control system is displaced, or ceases to operate or function as specified, from any cause, during the progress of the work, the Contractor shall immediately repair said component to its original condition or replace said component and shall restore the component to its original location.

When lane closures are made for work periods only, at the end of each work period, all components of the traffic control system, except portable delineators placed along open trenches or excavation adjacent to the traveled way shall be removed from the traveled way and shoulder. No equipment or materials shall be parked or stored within any traffic lanes or within the public right-of-way at any time of day or night, including holidays and weekends, without an approved lane or road closure.

Each stage of construction, for road work, may require the use of temporary materials and structures, including but not limited to, aggregate base, asphalt concrete, portland cement concrete, and striping.

These items and any other temporary material or structure for staging purposes shall be included in the LUMP SUM price paid for providing the Staging and Traffic Control System.

The contract LUMP SUM price paid for providing the Staging and Traffic Control (including signs) associated with the project shall include preparation of traffic control plans and furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in preparation and installation, including, but not limited to, erecting, removing, storing, maintaining, relocating, replacing, and disposing of the components of the staging and traffic control system as required to maintain traffic as specified in the Standard Construction Specifications and as directed by the Engineer.

12-3.07 CONSTRUCTION SIGNS

Construction area and/or detour signs for temporary traffic control shall be furnished, installed, maintained, and removed when no longer required in conformance with the provisions in Section 12-3.07, “Construction Signs,” and Section 34-3, “Roadside Signs,” of the Standard Construction Specifications and these Special Provisions.

The Contractor shall not erect any signs on private property without prior written approval from the private property owner. The Contractor shall erect the construction area signs at the locations shown on the traffic control plans or as designated by the Engineer.

Construction area and detour signs associated with pedestrians shall conform to Section 12-3.04, “Maintaining Traffic” of these Special Provisions.

The Contractor shall notify the appropriate regional notification center for operators of subsurface installations at least 2 working days, but not more than 14 calendar days, prior to commencing excavation

- 19 -for construction area sign posts. The regional notification centers include but are not limited to:

Notification Center Telephone Number

Underground Service Alert-Northern California (USA)

1-800-642-2444 1-800-227-2600

Excavations required to install construction area signs shall be performed by hand methods without the use of power equipment, except that power equipment may be used if it is determined there are no utility facilities in the area of the proposed post holes.

The Contractor may be required to cover certain signs during the progress of the work. Signs that are no longer required or that convey inaccurate information to the public shall be immediately covered or removed or the information shall be corrected. Covers for construction area signs shall be of sufficient size and density to completely block out the complete face of the signs. The retro-reflective face of the covered signs shall not be visible either during the day or at night. Covers shall be fastened securely so that the signs remain covered during inclement weather. Covers shall be replaced when they no longer cover the signs properly.

Full compensation for Construction Area Signs as specified herein, shall be considered as included in the LUMP SUM price paid for Staging & Traffic Control and no additional compensation will be allowed therefor.

12-3.16 TEMPORARY PAVEMENT DELINEATION

Temporary pavement delineation shall be furnished, placed, maintained and removed in conformance with the provisions in Section 12-1, “General,” of the Standard Construction Specifications and these Special Provisions. Nothing in these Special Provisions shall be construed as reducing the minimum standards specified in the California Manual on Uniform Traffic Control Devices.

Whenever the work causes obliteration of pavement delineation, temporary or permanent pavement delineation shall be in place prior to opening the traveled way to public traffic. Laneline or centerline and edgeline pavement delineation shall be provided at all times for traveled ways open to public traffic. On multilane roadways, edgeline delineation shall be provided at all times for traveled ways open to public traffic.

Work necessary to establish the alignment of temporary pavement delineation, including required lines or markers, shall be performed by the Contractor. Surfaces to receive application of temporary pavement delineation shall be dry and free of dirt and loose material. Temporary pavement delineation shall not be applied over existing pavement delineation or other temporary pavement delineation.

Temporary pavement delineation shall be maintained until superseded or replaced with a new pattern of temporary pavement delineation or permanent pavement delineation, or as determined by the Engineer.

Temporary pavement markers and removable traffic tape that conflicts with a new traffic pattern or that is applied to the final layer of surfacing or existing pavement to remain in place shall be removed when no longer required for the direction of public traffic, as determined by the Engineer.

Until the permanent pavement delineation is placed, the Contractor shall refresh and/or replace temporary pavement delineation at no additional cost to the Agency.

Full compensation for Temporary Pavement Delineation as specified herein, shall be considered as

- 20 -included in the LUMP SUM price paid for Staging & Traffic Control and no additional compensation will be allowed therefor.

12-4 TRAFFIC CONTROL PLANS

The Contractor’s attention is directed to Section 12-4, “Traffic Control Plans (TCP)” of the Standard Construction Specifications.

The Contractor shall be required to adhere to the requirements of Section 12-4, “Traffic Control Plans,” of the Standard Construction Specifications and these Special Provisions. The Contractor shall submit a TCP for review for any work requiring modifications of existing traffic patterns. The TCP shall include provisions for vehicular, bicyclist and pedestrian access.

Any Traffic Control Plan including street closure and detours that are designed must be reviewed and approved by the Right-Of-Way Management Section of the Sacramento County Department of Transportation before starting work. Construction traffic controls shall be provided in conformance with the Standard Construction Specifications.

SECTION 13 – EXISTING FACILITIES

13-3 MEASUREMENT AND PAYMENT

Add the following paragraph to this section:

The price bid per EACH for Relocate Roadside Sign shall include full compensation for removing roadside sign panel, post and footing, and backfilling as required, and installing sign panel to new post at location per plans, and per the provisions in Section 34-4, "Measurement and Payment," of the Standard Construction Specifications, and these special provisions. Any sign post shown to have more than one sign shall be paid for at the contract price per each with all included signs relocated or installed as specified on the plans.

SECTION 15 – CLEARING AND GRUBBING

15-1 GENERAL

Clearing and grubbing shall conform to Section 15, “Clearing and Grubbing,” of the Standard

All County traffic signs that are affected by the work shall be maintained by the Contractor in accordance with Section 13-2.02 of the Standard Construction Specifications and these Special Provisions.

Contractor’s attention is directed to Section 15-1.02, “Trees, Shrubs, Ground Cover and Lawns,” of the Standard Construction Specifications and these Special Provisions for provisions regarding trees, tree stumps to be removed by the Contractor.

Clearing and Grubbing shall also include the removal of existing shrubs in accordance with the applicable provisions of Section 15-1.02, “Trees, Shrubs, Ground Cover, and Lawns,” of the Standard Construction Specifications and as directed by the Engineer in the field. The Contractor shall repair any private landscape areas damaged by construction activities.

- 21 -

Clearing and grubbing shall include the removal of existing sprinkler systems (if any). The Contractor shall relocate any irrigation lines, sprinkler heads, valves, etc. which interfere with the clearing and grubbing or roadway excavation to the satisfaction of the Engineer. The Contractor shall repair any private irrigation systems damaged by construction activities. Contractor’s attention is also directed to Section 13-2.04, “Landscaping Improvements,” of the Standard Construction Specifications.

Clearing and grubbing shall also include, but not be limited to, the following: removal of fencing, gates, bollards, boulders, barricades, redwood headers and posts, flexible island markers, and all other materials not specifically referred to as a pay item in the proposal.

The contract LUMP SUM price bid for Clearing and Grubbing shall include full compensation for furnishing all labor and materials, tools, equipment, and incidentals to complete all work, as specified herein, and no additional compensation will be allowed therefor.

SECTION 18 – EARTHWORK

18-2 ROADWAY EXCAVATION

Roadway excavation shall conform to Section 18-2, “Roadway Excavation,” of the Standard

18-2.06 MEASUREMENT AND PAYMENT

Add the following sentences to the end of the first paragraph:

Measurement of roadway excavation will be made by comparing pre-excavation topography with post-excavation topography. Pre-excavation topography and post-excavation topographies will be established by the Contractor by field survey of grades at a maximum 10-foot grid and major grade breaks. Volume calculations will be made using prismoidal methods between surface models. Payment for pre-excavation and post-excavation topographic surveys shall be paid for under the bid item Layout of Work and Surveys.

18-7.01 GENERAL

Add the following:

Contractor may dispose of surplus material, free of charge, at Kiefer Landfill, located at 12701 Kiefer Boulevard, Sloughhouse, CA 95683. Contractor shall coordinate with the landfill staff for disposal location.

SECTION 22 – BASE MATERIAL

22-2 CLASS 2 AGGREGATE BASE

Aggregate base shall be Class 2 and shall conform to Section 22-2, “Aggregate Base,” of the Standard Construction Specifications, Section 26, “Aggregate Bases,” of the State Specifications, and these Special Provisions.

Aggregate base shall be produced from commercial quality aggregate consisting of broken stone, crushed gravel, clean, rough-surfaced gravel and sand, or a combination thereof. The grading of the

- 22 -material shall be three-quarter inches (3/4”) maximum. Contractor has the option of using recycled material that complies with the Standard Construction Specifications and these Special Provisions for AB with prior approval from the Agency.

Aggregate base that is used to provide temporary access to work areas, driveways, and all other work that is necessary to comply with Section 12-2, “Public Convenience and Safety,” of the Standard Construction Specifications is not to be included in the contract quantity for Class 2 Aggregate Base.

Full compensation for placing AB in temporary access areas 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 allowed therefor.

The contract unit price paid per TON of Aggregate Base, Class 2 shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved including but not limited to furnishing and placing aggregate base, complete in place, including applying water, compacting the material, finishing the surface, and disposal of excess materials as shown on the Plans, as specified in the Standard Construction Specifications, these Special Provisions, and as directed by the Engineer and no additional compensation will be allowed therefor.

- 23 -

APPENDIX A

ENCROACHMENT PERMIT

ENCROACHMENT PERMIT

U.S.A. TICKET NO.

Phone (800) 227-2600

1. Permit Type: Utility

2. Application is made for permissions to excavate, construct and/or otherwise encroach on County right-of-way by performing the work described below on:

KIEFER BOULEVARD – Construction of a widened aggregate base shoulder along southern side of Kiefer Blvd from 277’ west of and 193’ east of the entrance to 12701 Kiefer Blvd, Sloughhouse, CA 95683. Please see attached drawing.

3. Scope of Work:

Project Location

WASTE MANAGEMENT AND RECYCLING

CONSTRUCTION OF 15’ WIDE AGGREGATE BASE SHOULDER ALONG SOUTHERN SIDE OF KIEFER BLVD NEAR THE ENTRANCE TO KIEFER LANDFILL. WORK INCLUDES EXCAVATION, GRADING, PLACING NEW AGGREGATE BASE, AND RELOCATION OF TWO ROAD SIGNS.

4. Except for Annual Permits: Permittee shall schedule a pre-construction meeting to activate this permit by calling CMID at (916) 875-2707.

5. Before starting work, the Permittee shall notify Sacramento County Construction Management at (916) 875-2707,24 hours in advance of the date work is to begin.

a) For emergency work, notification shall be provided within 1 hour of dispatch as defined in Section 7-8.03 of the County Standard Construction Specifications

b) No notification required for work that does not involve excavation and does not obstruct or modify pedestrian, bicycle or vehicular traffic patterns.

6. Permittee shall contact the County Survey Section at (916) 874-6546 for potential location of survey monuments.

7. Applicant must check with all Utility Companies serving the area covered by this permit, for location of existing underground pipes, conduits or cables. Underground Service Alert (U.S.A.) does not locate non-pressurized sewer and drainage facilities.

8. Attention is directed to teh General Provisions attached hereto and to any specific conditions made a part of hereof.

In consideration of the granting of this application, it is agreed by the applicant that the County of Sacramento and any officer or employee thereof shall be saved harmless by the applicant from any liability or responsibility for any accident, loss or damage to persons or property, happening or occuring as the proximate result of any of the work undertaken under the terms of this application and the permit or permits which may be granted in response to thereto, and that all of said liabilities are hereby assumed by the applicant. It is further agreed that if any part of this installation interferes with future use of the highway, it must be removed or relocated, as designated by the Director of County Engineering, at the expense ofthe applicant or their successor in interest.

FOR USE BY UTILITY COMPANIES

District: Division:

Engineer: Job No:

Contact Person:

Applicant Signature:

Applicant: Phone:

Address:

ANTHONY PASEK WASTE MANAGEMENT

AND RECYCLING

WASTE MANAGEMENT AND RECYCLING ANTHONY PASEK (916) 875-6971

10863 GOLD CENTER DR RANCHO CORDOVA CA 95670 - 5670

DEPARTMENTAL REVIEW APPROVED DATE DEPARTMENTAL REVIEW APPROVED DATE

WATER SUPPLY N/A WATER QUALITY YES 6/30/2026

TRANSPORTATION YES 7/9/2026 TECHNICAL RESOURCES YES 7/9/2026

WATER RESOURCES YES 6/25/2026 Sub. Order Number:

Customer Number:

Approved application is subject to payment of fees, pre-construction meeting with CMID, Attachment A, and is revocable at any time. This permit is nontransferable and EXPIRES ONE YEAR from date issued.

*ANNUAL Permits expire December 31 of the year permit is issued.

On Behalf of the Director of County Engineering

By:

CMID INSPECTOR Date

Plan Submittal Date: "ASBUILT" Inspector Approval

6/25/2026 Name Date

827 - 7TH STREET, ROOM 105, SACRAMENTO, CA 95814

SACRAMENTO COUNTY MUNICIPAL SERVICES AGENCY

PHONE (916) 874-6544

Phone (916) 875-6971

Fees Due: Current Balance$0.00 $0.00Fees Paid:

Invoice # Fee Item Fee Due Fee Paid Date Paid $0.00

ENUC2026-00367

Encroachment Inspection Area: 05 gilbertl Highlight

Department of Transportation Specific Comments

DESCRIPTION:

Permit No. ENUC2026-00367 Description of Work: SACRAMENTO COUNTY DEPARTMENT OF WASTE AND RECYCLING, CONSTRUCTION OF 15’ WIDE AGGREGATE BASE SHOULDER ALONG SOUTHERN SIDE OF

KIEFER BLVD NEAR THE ENTRANCE TO KIEFER LANDFILL. WORK INCLUDES EXCAVATION,

GRADING, PLACING NEW AGGREGATE BASE, AND RELOCATION OF TWO ROAD SIGNS.

CONSTRUCTION OF A WIDENED AGGREGATE BASE SHOULDER ALONG SOUTHERN SIDE OF

KIEFER BLVD, FROM 277’ WEST AND 193’ EAST OF THE ENTRANCE TO 12701 KIEFER BLVD,

SLOUGHHOUSE, CA. PLEASE SEE ATTACHED DRAWING.

SPECIFIC REQUIREMENTS FOR ALL ENCROACHMENT PERMITS:

• A mandatory preconstruction meeting is required prior to beginning any work on site. This permit is not activated and therefore not approved until a preconstruction meeting is held.

• Site specific notification must be given to Sacramento County Construction Management and Inspection

Division at (916) 875-2707 a minimum of 24 hours prior to any work.

• The deposit may be released 180 days after the acceptance of the work provided all inspection costs have been paid in full where applicable.

• All work covered under this encroachment permit shall comply with the provisions of the November 2024 edition of the County of Sacramento Standard Construction Specifications (SCS) and the Standard Requirements for Encroachment Permits (attachment “A”). Prior to the start of any work, it is the responsibility of the applicant to be sure that all requirements including those indicated on “Attachment A” and the SCS are fully understood. Any failure to comply with any of the requirements indicated on attachment A, the SCS or any requirements indicated below may result in work stoppage, fines and/or penalties, or both. This permit is issued in accordance with Division 2, Chapter 5.5 of the Streets and Highways Code of the State of California and Chapter 12.08 of the Sacramento County Code as amended on January 6, 1998.

• Specific attention is directed to the “BACKFILL AND PAVEMENT RESTORATION REQUIREMENTS” section of attachment “A.” All work covered under this permit shall conform to these requirements. Deviations from these requirements shall be reviewed and approved (if appropriate) in writing separately from this encroachment review process.

INSPECTION CHARGES:

• Applicant is aware that permit fees DO NOT include inspection charges. Inspection charges will be billed separately at a later date.

AND

• Inspection charges will be billed to the Road Fund.

POSSIBLE CONFLICTING PROJECTS:

• No projects are proposed at this location which will conflict with the work covered under this permit.

TRAFFIC CONTROL REQUIREMENTS:

• Construction traffic controls shall be provided in conformance with the Sacramento County Department of Transportation Traffic Control Templates. These templates can be obtained through the Department website at http://www.sacdot.com/Pages/TrafficControlPlansandDetourPlans.aspx

TRENCH CUT FEES:

• No trench cut fees are required for this project.

PAVEMENT MORATORIUM RESTRICTIONS:

• No roadways included under this permit are subject to the pavement moratorium.

HOLIDAY MORATORIUM:

• No Holiday Moratorium Streets are included in this work.

OTHER SPECIFIC COMMENTS:

• Approval of this permit applies only to work carried out within the County of Sacramento. Any work occurring within jurisdictions other than Sacramento County shall require approval from the appropriate agencies.

Reviewed by Gene Holliday III on 7/9/26 – Sac County ROW Management Section http://www.sacdot.com/Pages/TrafficControlPlansandDetourPlans.aspx

-ATTACHMENT A-

STANDARD REQUIREMENTS

FOR

SACRAMENTO COUNTY ENCROACHMENT PROJECTS

REQUIREMENTS AND STANDARDS

Provisions of the most recent editions of the County of Sacramento Standard Construction Specifications

(SCS) and the County of Sacramento Improvement Standards shall apply to all work covered under this encroachment permit. This permit is issued in accordance with Division 2, Chapter 5.5 of the Streets and

Highways Code of the State of California and Chapter 12.08 of the Sacramento County Code as amended on

January 6, 1998. The following requirements shall also apply to this work.

ACCEPTANCE OF PROVISIONS

It is understood and agreed by the Permittee that performing any work under this permit shall constitute an acceptance of the general and specific conditions hereof.

WORK AND MATERIALS

Work and materials shall be in accordance with the current edition of the County of Sacramento “Standard

Construction Specifications.” All work shall be in compliance with the Americans with Disabilities Act.

VALID PERMIT KEPT ON SITE

This permit is valid only for work done in the unincorporated Sacramento County area. Any use of private property for storage of materials, trenching and/or placement of signage (other than traffic control devices) shall be approved by the property owner of the land parcel or acting agent thereof. This permit shall be kept on the worksite and must be shown to any authorized representative of the Agency or any law enforcement officer upon demand. Fines for failing to provide a valid permit may be accessed in accordance with Chapter

12.08 of the Sacramento County Code.

GENERAL DEPOSIT

Applicant shall post a $2,500.00 deposit as specified in Chapter 12.08 of the Sacramento County Code. The deposit may be released 180 days after acceptance of the work provided all inspection costs have been paid in full where applicable.

GUARANTEE

Should any failure of the work occur within a period of one year after completion and acceptance by the

Agency, (i.e., sign off of permit), including the refilled excavation settling or if the resurfacing or restoration of the roadway disintegrates or develops ruts or holes or if found that materials used were not in compliance with County Standard Specifications, the permittee shall repair and/or resurface the work to the satisfaction of the Agency. If the permittee fails or refuses to do such corrective work, the County may elect to complete the corrective work and collect the cost of the work from the permittee, or to pursue such other remedies as may be available to complete the corrective work at the permittee’s expense.

PROSECUTION OF WORK

Any work authorized by this permit shall be performed in a workmanlike, diligent and expeditious manner to the satisfaction of the Agency. The Permittee shall submit a schedule prior to beginning work for any project lasting more than 5 working days.

U.S.A. NOTIFICATION REQUIRED

The Permittee shall notify Underground Service Alert two working days in advance of performing excavation work by calling the toll-free number (800) 227-2600. U.S.A. notification to be renewed at not more than 14 calendar day intervals.

Disregard for or destruction of underground utilities may be cause for revocation of this permit and/or denial of future permits at the discretion of the Agency. Any utility so damaged shall be immediately reported to the owner and the Agency.

ADDITIONAL NOTIFICATION REQUIREMENTS

This permit is for work within the County Right of Way only. Applicant is responsible for coordinating and obtaining all other permits, permission, rights, etc. necessary for work both within the County Right of Way and beyond the limits covered under this permit.

Work performed within the former McClellan Air Force Base must be coordinated with Paul Bernheisel

(916) 997-1798 or Mike Swart at (916) 643-0830, ext. 230. A McClellan Facility Encroachment permit is required through these contacts prior to obtaining a County Permit.

Work performed within the former Mather Air Force Base must be coordinated with Clark Whitten at (916)

874-2555. Address: 700 H Street, Ste. 7650, Sacramento, CA 95814

STORAGE OF EQUIPMENT OR MATERIALS WITHIN THE RIGHT-OF-WAY

No equipment of materials shall be parked or stored within any traffic lane or within the public right-of-way at any time of day or night, including holidays and weekends without written consent from the Department of

Transportation.

TREES

Unless specifically approved on the face of this permit, the removal or trimming of a tree(s) requires a separate tree permit per County Ordinance, call (916) 874-6291.

TRAFFIC CONTROL REQUIREMENTS AND HOURS OF WORK

A traffic control plan (or plans) shall be submitted for review and approval for any work requiring modifications to existing traffic patterns. The traffic control plan (or plans) shall include provisions for vehicular, pedestrian and bicycle access. Additionally, the traffic control plans (or plans) shall address traffic signal operations for any work performed within 200 feet of a signalized intersection.

Contractor shall contact schools affected by construction to determine if school is in session. If school is in session, no construction activities shall take place 30 minutes before and 30 minutes after the arrival (am) or departure (pm) bell. Contractor shall also be responsible for providing notification to any fire station that could potentially be affected by construction activities.

Transportation routes involving a river crossing over the American River have been identified as being critical for traffic circulation between areas north and south of the river. In order to maintain traffic flow across these critical corridors, no lane or road closures are permitted from 7:00 am to 9:00 pm at the following locations:

Watt Avenue Between Folsom Boulevard and Fair Oaks Boulevard

Sunrise Boulevard Between Folsom Boulevard and Fair Oaks Boulevard

Hazel Avenue Between Folsom Boulevard and Winding Way

Lane or road closures at these locations during the times indicated will only be allowed in emergency situations or with the written approval of the Director of the Department of Transportation or his designee.

ROAD CLOSURE

No highway or street may be closed without first obtaining approval in writing from the Agency. If permission is granted, it shall be the Permittee’s responsibility to notify the Highway Patrol and Fire

Department prior to closing the street.

LANE/ROAD CLOSURE DURING NOVEMBER/DECEMBER HOLIDAY SEASON

Unless specifically approved by the Agency, construction will be suspended and no activities that interfere with public traffic shall be conducted on designated streets during the holiday season (defined as the four-day

Thanksgiving weekend and December 8 through January 1). All existing pits, excavations, trenches, and openings in the road surface shall be backfilled and paved to produce a level and smooth surface. All barricades and barriers shall be removed from all traffic lanes, unless authorized by the Agency as long-term traffic controls. SCC 7-8.06

MAINTAINING AND PROTECTING TRAFFIC CONTROL FACILITIES

Metal objects (such as manhole frames and lids, valve boxes, bore casings, etc.) shall not be installed within

72 inches of a traffic detector loop. Any traffic signal or detector operation disruption shall be repaired and the system made operational within eight hours of the damage. Should the County elect to provide repair or replacement services, the Permittee shall be required to reimburse the County for all costs involved.

EXISTING SPEED TABLES:

If work requires excavating into existing speed tables, one half of the speed table shall be removed and reconstructed in accordance with current County speed table requirements.

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