COUNTY OF SACRAMENTO

DEPARTMENT OF GENERAL SERVICES

CONTRACT

SPECIAL PROVISIONS

MAIN JAIL – HALL OF JUSTICE – REFURBISH

PIPE CHASE LEAK DETECTION SYSTEM

CONTRACT NO. 41010

August 14, 2026

NOTE: The County of Sacramento Standard Construction Specifications dated

November 1, 2024 are hereby made a part of these Specifications. A copy of the Standard Construction Specifications may be downloaded from the County website at:

https://saccountyspecs.saccounty.gov/

LOG NO. 7278

JOSHUA GREEN, DIRECTOR

DEPARTMENT OF GENERAL SERVICES

Docusign Envelope ID: FB21B781-5370-84A1-8315-86247C1BEA63

CONTRACT 41010 Bid Set AUGUST 14, 2026

APPROVALS

Raleigh Moyher, PE Associate Mechanical Engineer

Department of General Services

Bryan Low, AIA Chief of Architectural Services

Claudia Wade, P.E.

County Engineer

8/13/26

8/18/2026

8/18/2026

8/18/2026

CONTRACT 41010 Bid Set AUGUST 14, 2026

SPECIAL PROVISIONS

MAIN JAIL – HALL OF JUSTICE – REFURBISH PIPE CHASE LEAK

DETECTION SYSTEM

651 I STREET

PROJECT MANAGER

RALEIGH MOYHER PE

County of Sacramento

Architectural Services Division 9660 Ecology Lane

Sacramento CA 95827 Email: moyherr@saccounty.gov

CONTRACT 41010 100% CONSTRUCTION DOCUMENTS MAY 25, 2026

TOC 1

MAIN JAIL – HALL OF JUSTICE – REFURBISH PIPE CHASE LEAK DETECTION

SYSTEM

TABLE OF CONTENTS FOR CONTRACT DOCUMENTS

DIVISION 1 - GENERAL REQUIREMENTS

MODIFICATIONS TO STANDARD CONSTRUCTION SPECIFICATIONS

1-1 GENERAL

2-1.03 ALLOWANCES

2-11 BID GURANTEE

3-1 TIME OF AWARD

3-2 CONSIDERATION OF BIDS

3-3 AWARD OF CONTRACT

3-7 EXECUTION OF CONTRACT

4-1 INTENT OF CONTRACT DOCUMENTS

4-1.01 CUTTING AND PATCHING

4-1.02 WORK AND LIMITATIONS

4-2 PLANS AND SPECIFICATIONS FURNISHED

4-6 DOCUMENT PRECEDENCE

5-1 AUTHORITY OF AGENCY

5-1.01 SPECIAL SECURITY REQUIREMENTS

5-8.01 SUBMITTALS – GENERAL

6-11 EXISTING UTILITIES

6-11.06 UTILITY SHUTDOWNS and CONNECTIONS

7-8.01 ALLOWABLE TIMES AND HOURS OF WORK

7-9 TEMPORARY FACILITIES

7-9.01 FIELD OFFICES

7-9.02 CONSTRUCTION SITE UTILITIES

7-10 PROTECTION OF WORK, PERSONS AND PROPERTY

7-15 TIME OF COMPLETION

8-10 LIQUIDATED DAMAGES

10-4.02 AGENCY REQUIREMENTS

10-7 CONTAMINATED OR HAZARDOUS MATERIALS

10-7.01 CONCRETE CRYSTALLINE SILICA

10-9 SANITARY REGULATIONS

11-3 RECORD DRAWING SPECIFICATIONS

DIVISION 22 – PLUMBING

22 13 19 Sanitary Waste Piping Specialties April 28, 2026 3 pages

DIVISION 26 – ELECTRICAL

26 05 19 Low Voltage Electrical Power Conductors April 28, 2026 4 pages and Cables

TOC 2

APPENDIX A – Sample Agreement (NOT INCLUDED) APPENDIX B – Critical Submittal List

APPENDIX C – Security Background Investigation Form

DIVISION 1-1

DIVISION 1 - GENERAL REQUIREMENTS

Sections 1-1 through 13-3 of the County of Sacramento Standard Construction

Specifications dated November 1, 2024, are hereby made part of these specifications.

Modifications to the Standard Construction Specifications are noted below. The Standard Construction Specifications along with these project specifications shall be considered as one body of specifications.

MODIFICATIONS TO STANDARD CONSTRUCTION SPECIFICATIONS

1-1 GENERAL

The following statement shall be added:

Pursuant to Section 22034 of the Public Contract Code and 2.61.058 of the Sacramento County Code, the CUPCCAA Contract will be awarded by the Director of General Services.

2-1.03 ALLOWANCES

Add the following:

Payment to Contractor for bid items identified as Allowances shall be made on a time and materials basis. Contractor shall submit documentation to the Agency in advance and obtain written approval prior to commencing work on Allowance items. Documentation showing allowable expenses and markups submitted by the Contractor shall be in accordance with applicable Sections of the Standard

Construction Specifications including Sections 4-5 and 9-8. The Agency may require documentation of three competitive bids from subcontractors and/or vendors for scope items in Allowances that exceed $100,000.

2-11 BID GURANTEE

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

The Agency does not have a standard Bid bond/Bid Guarantee form. Bidders may submit the Bid bond/Bid Guarantee form provided by the Bidder’s corporate surety.

3-1 TIME OF AWARD

First sentence shall be deleted and replaced with the following:

If the Contract is awarded, the award is expected to be made within 90 Calendar

Days after Bid Opening.

3-2 CONSIDERATION OF BIDS

DIVISION 1-2

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

If the bid is missing a lump sum price or a 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.

3-3 AWARD OF CONTRACT

Delete section and replace with the following:

If the Contract is awarded, the award will be to the lowest responsive, responsible Bidder and as noted on Agency's eProcurement system.

3-7 EXECUTION OF CONTRACT

Agreement forms shall be those shown in Sample Forms of the Standard

Construction Specifications.

4-1 INTENT OF CONTRACT DOCUMENTS

Add the following paragraphs:

The project specifications use the Construction Specifications Institute (CSI) format. The CSI format divisions shall not operate to make the County an arbiter to establish subcontract limits between Contractor and/or subcontractors. The

General Contractor is responsible to the County for all phases of construction and a complete job.

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.

4-1.01 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.

3. The Sacramento Sheriff Organization (SSO) must limit the work occurring on the second floor and third floors to only the hours of 12pm

– 4pm. Contractor shall plans for this in all schedules and make arrangements with SSO and Project Inspector.

4-2 PLANS AND SPECIFICATIONS FURNISHED

DIVISION 1-3

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 Agency's eProcurement system.

4-6 DOCUMENT PRECEDENCE

3. Project Plans

a) Detail notes shall take precedence over General Notes

b) Larger scale drawings/details shall take precedence over small scale drawings

5-1 AUTHORITY OF AGENCY

5-1.01 SPECIAL SECURITY REQUIREMENTS

The Contractor’s workers and equipment shall be limited to the work areas as designated by this contract.

1. In the event the Contractor, Contractor’s employees, or subcontractors fail to adhere to the County’s security provisions, the County has the right to deny access to the work site to that employee or subcontractor without an extension of time being granted to the Contractor.

2. Work for the project will occur in a confidential security area, and background security checks for all personnel will be required. At least ten (10) days prior to starting work, the Contractor shall submit Appendix C providing the full names, date of birth, social security number, and California driver’s license number, or

ID number for each individual proposed to enter the project site. Submit the Appendix B form to the Project Inspector. Contractor’s employees will not be admitted to the job site until the Sheriff’s Department has issued a clearance to the Project Inspector permitting admission of contractor’s personnel. The Sheriff’s department reserves the right to disallow any individual to work on the site.

a. Contractor personnel must have identification with them, showing their name and picture during work at the site.

b. Contractor will be escorted by Sacramento County Sherriff Officer(s) at all times during construction

DIVISION 1-4

3. Work for the project will occur in an area accessible to inmates, and the following provisions shall apply.

a. All persons or vehicles entering the facility are subject to search.

b. There shall be no communication with inmates at any time. No worker shall give or receive anything from any inmate. Failure to comply with these requirements shall be grounds for dismissal from the project site, and possible criminal prosecution as per section 4570 and 4573 of the California Penal Code.

c. Contractor personnel shall not wear orange clothing, solid color tee shirts or other colors or articles of clothing that matches the inmate’s apparel.

d. Cellular phones will not be allowed inside secured areas.

e. Sheriff’s Department has a no hostage policy for all employees, contractors or other service providers.

5-8.01 SUBMITTALS – GENERAL

Add this sentence after the second paragraph:

Submittals shall be submitted within 30 days of execution of the contract, or at least 60 days prior to when the material will be ordered.

Add the following after the fourth paragraph:

Copies of all submittals shall be furnished electronically, an electronic copy will be returned after review. Material samples, where required, shall consist of a minimum of two physical samples (unless more are required in technical specifications) accompanied by electronic transmittal with list of all samples attached and photographs of each physical sample with identifying markings.

6-11 EXISTING UTILITIES

6-11.06 UTILITY SHUTDOWNS and CONNECTIONS

The scope of work for this project does not anticipate electrical shutdowns of entire panel boards or motor control centers are needed for this work.

In the event that is needed, the Contractor shall notify the Project Inspector three (3) 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.

DIVISION 1-5

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.

7-8.01 ALLOWABLE TIMES AND HOURS OF WORK

No work shall occur on weekends or County holidays.

Contractors shall arrive for Monday through Friday work at 6:30am to facilitate a

7am check in at the South exterior entrance. Check in and security will take up to an hour and work will begin around 8am. Clean up shall be no later than 4pm to facilitate a 6pm departure for the typical work day.

Reference also special provisions modifications in 4-1.01 WORK AND

LIMITATIONS.

7-9 TEMPORARY FACILITIES

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 installed by the Contractor during construction operations.

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

The contractor may utilize minor material storage in the existing county Basement mechanical room, and otherwise will be expected to bring tools and equipment in each day and pack out.

7-9.01 FIELD OFFICES

A Contractor’s field office as such is not required and space is not available

7-9.02 CONSTRUCTION SITE UTILITIES

1. WATER: Contractor may connect a temporary line to the existing water service lines at the site. The Contractor shall be responsible to verify all existing

DIVISION 1-6

conditions associated with a water connection. Connections to existing water service lines shall be coordinated with and accepted by the Project Inspector.

2. ELECTRICAL POWER: The facility’s electrical power shall be made available for the

Contractor’s use as long as the Contractor’s power requirements are below the available capacities in the immediate area of work. The Contractor shall be responsible to verify all existing conditions associated with an electrical connection. Connections to existing electrical services shall be coordinated with and accepted by the Project Inspector. The Contractor shall provide a portable generator for any power needs in excess of available electrical power.

7-10 PROTECTION OF WORK, PERSONS AND PROPERTY

The following paragraph shall be added to this section:

The Contractor shall be responsible for the protection of all furniture, walls, doors, etc., from damage, cosmetic or real, during the Work. The Contractor shall be responsible for all damage in the area of Work, or any other area in the building or on the site, caused by Contractor, his employees or subcontractors.

Personal Protective Equipment:

In order to protect the health of employees, appropriate respiratory protection shall be worn for work in the deluge valve plumbing chases.

Contractor shall utilize N95 respirators or tight fitting respirators with P-100 filters.

The contractor will provide and utilize NIOSH-certified respirators that are applicable to and suitable for the purpose intended. The Contractor employees shall self perform any applicable fit test and be provided with annual training prior to the initial use of a respirator.

7-15 TIME OF COMPLETION

The time for completion of this contract shall be 90 Calendar Days commencing as specified in Section 7-1 of the Standard Construction Specifications

8-10 LIQUIDATED DAMAGES

Liquidated damages shall be comprised of two categories: (1) Unexcused Delay Damages and (2) Escort Delay Damages.

Category 1: Unexcused Delay Damages. Unexcused Delay Damages shall be $465 for each calendar day(s) delay beyond the established contract completion date that all Work is not completed.

Category 2: Escort Delay Damages. Escort Delay Damages shall be assessed for each calendar day(s) delay beyond the established contract completion date that all Work is

DIVISION 1-7

not completed that constitutes an Escorted Construction Day. Escorted Construction Day shall mean any calendar day wherein Work is performed on floors two (2) and/or three

(3) of the Main Jail wherein the Sacramento Sheriff’s Office requires sworn officer escorts of Contractor services. Escort Delay Damages shall be assessed at the hourly rate of $105 per hour for each sworn officer required to escort the Work, not to exceed a total of $525 in Escort Delay Damages per calendar day.

Liquidated damages shall be a minimum of $465 in Unexcused Delay Damages for each calendar day(s) delay beyond the established contract completion date that all Work is not completed. For each Escorted Construction Day delay beyond the established contract completion date that all Work is not completed, liquidated damages shall not exceed a maximum daily rate of $990.

10-4.02. AGENCY REQUIREMENTS

A Stormwater Pollution Plan is not required.

A Water Pollution Control Program is not required.

An Erosion and Sediment Control Plan is not required.

10-7 CONTAMINATED OR HAZARDOUS MATERIALS

1. It is the intent of these Contract Documents to exclude from the work all materials containing asbestos or other hazardous materials.

2. If hazardous materials are encountered during any work, the Contractor shall immediately stop work in the affected area, avoid disturbing the materials, and immediately notify the County Project Inspector in writing. The Contractor shall secure the area and implement appropriate safety measures. Do not disturb suspect material until further written direction is provided.

3. Unless specifically specified, the Contractor shall not install any asbestos-containing building materials. Materials such as mastics, joint compounds and flashing tars shall have a manufacturer’s statement or label verifying that the material is asbestos free.

10-7.01 CONCRETE CRYSTALLINE SILICA

On September 23, 2017, the deadline for workplaces in the construction industry to comply with OSHA Final Rule to protect Workers from Exposure to Respirable Crystalline Silica has been in effect. The new rule impacts the following construction related industries; concrete products, ready-mix concrete, asphalt

DIVISION 1-8

products manufacturing, and aggregates gravel. Crystalline silica is found in products commonly used in road and infrastructure construction – sand, concrete, stone, mortar, asphalt, cement, grout, brick and tile. In addition, OSHA reports that silica dust can be generated in many construction activities, including cutting, sawing, grinding, crushing, sanding and drilling.

1.1 Means and Methods – Contractor is responsible for protecting their employees from respirable Crystalline Silica over permissible exposure limit (PEL) when disturbed during construction activities. The following is the minimal, but not limited to requirements:

a) Workers disturbing concrete should: wear protective gear (i.e.) masks, face shield, goggles or safety glasses, and when indicated, use a respirator device.

b) When working in the field, continually wet the area to keep materials wet and minimize dust blowing in the air.

c) When cutting or sawing, use wet-cutting tools that distribute water during cutting and/or HEPA equipped vacuum equipment.

d) Optimize ventilation to maximize dust controls and minimize dust migration.

e) Understand the characteristics and composition of the items to be sampled. If there is a powdery dust emitted during the sampling process, understand that there could be health implications – and then use Safety Data Sheets or other published materials to explore what these implications are and how to prevent them in accordance with the new OSHA rule.

f) The PEL for airborne respirable crystalline silica is 25 micrograms per cubic meter, calculated as an 8-hour Time Weighted Average TWA.

g) The contractor is responsible for performing exposure air monitoring for all employees engaged with concrete disturbance work.

(a) Scope and application. This section applies to all occupational exposures to respirable crystalline silica in construction work, except where employee exposure will remain below 25 micrograms per cubic meter of air (25 μg/m3) as an 8-hour time-weighted average (TWA) under any foreseeable conditions.

(b) Definitions. For the purposes of this section the following definitions apply:

Action Level means a concentration of airborne respirable crystalline silica of 25 μg/m3, calculated as an 8-hour TWA.

Chief means the Chief of the Division of Occupational Safety and Health, or designee.

Director means the Director of the National Institute for Occupational Safety and Health (NIOSH), U.S. Department of Health and Human Services, or designee.

Competent Person means an individual who is capable of identifying existing and foreseeable respirable crystalline silica hazards in the workplace and who has authorization to take prompt corrective measures to eliminate or minimize them. The competent person must have the knowledge and ability necessary to fulfill the responsibilities set forth in subsection (g).

Employee Exposure means the exposure to airborne respirable crystalline silica that would occur if the employee were not using a respirator.

High-efficiency Particulate Air (HEPA) Filter means a filter that is at least 99.97 percent efficient in removing mono-dispersed particles of 0.3 micrometers in diameter.

DIVISION 1-9

Objective Data means information, such as air monitoring data from industry-wide surveys or calculations based on the composition of a substance, demonstrating employee exposure to respirable crystalline silica associated with a particular product or material or a specific process, task, or activity. The data must reflect workplace conditions closely resembling or with a higher exposure potential than the processes, types of material, control methods, work practices, and environmental conditions in the employer's current operations.

Physician or Other Licensed Health Care Professional (PLHCP) means an individual whose legally permitted scope of practice (i.e., license, registration, or certification) allows him or her to independently provide or be delegated the responsibility to provide some or all of the particular health care services required by subsection (h).

Respirable Crystalline Silica means quartz, cristobalite, and/or tridymite contained in airborne particles that are determined to be respirable by a sampling device designed to meet the characteristics for respirable-particle-size-selective samplers specified in the International Organization for Standardization (ISO) 7708:1995: Air Quality -Particle

Size Fraction Definitions for Health-Related Sampling.

Specialist means an American Board Certified Specialist in Pulmonary Disease or an

American Board Certified Specialist in Occupational Medicine.

This Section means this respirable crystalline silica standard, Section 1532.3.

(c) Specified exposure control methods. (1) For each employee engaged in a task identified on Table 1, the employer shall fully and properly implement the engineering controls, work practices, and respiratory protection specified for the task on Table 1, unless the employer assesses and limits the exposure of the employee to respirable crystalline silica in accordance with subsection (d).

Table 1 - Specified Exposure Control Methods When Working With Materials Containing

Crystalline Silica

Equipment/task Engineering and work practice control methods

Required respiratory protection and minimum assigned protection factor (APF)

≤ 4 hours/shift

> 4 hours/shift

(i) Stationary masonry saws

Use saw equipped with integrated water delivery system that continuously feeds water to the blade. Operate and maintain tool in accordance with manufacturer's instructions to minimize dust emissions.

None None

(ii) Handheld power saws (any blade diameter)

Use saw equipped with integrated water delivery system that continuously feeds water to the blade. Operate and maintain tool

DIVISION 1-10

Equipment/task Engineering and work practice control methods

Required respiratory protection and minimum assigned protection factor (APF)

≤ 4 hours/shift

> 4 hours/shift in accordance with manufacturer's instructions to minimize dust emissions:

• When used outdoors None APF 10

• When used indoors or in an enclosed area

APF 10 APF 10

(iii) Handheld power saws for cutting fiber-cement board (with blade diameter of 8 inches or less)

For tasks performed outdoors only:

Use saw equipped with commercially available dust collection system. Operate and maintain tool in accordance with manufacturer's instructions to minimize dust emissions. Dust collector must provide the air flow recommended by the tool manufacturer, or greater, and have a filter with 99% or greater efficiency.

None None

(iv) Walk-behind saws

Use saw equipped with integrated water delivery system that continuously feeds water to the blade. Operate and maintain tool in accordance with manufacturer's instructions to minimize dust emissions:

• When used outdoors None None

• When used indoors or in an enclosed area

APF 10 APF 10

(v) Drivable saws For tasks performed outdoors only:

Use saw equipped with integrated water delivery system that continuously feeds water to the blade. Operate and maintain tool in accordance with manufacturer's instructions to minimize dust emissions.

None None

(vi) Rig-mounted core saws or drills

Use tool equipped with integrated water delivery system that supplies water to cutting surface. Operate and maintain tool in accordance with manufacturer's instructions to minimize dust emissions.

None None

DIVISION 1-11

control methods

Required respiratory protection and minimum assigned protection factor (APF)

≤ 4 hours/shift

> 4 hours/shift

(vii) Handheld and stand-mounted drills

(including impact and rotary hammer drills)

Use drill equipped with commercially available shroud or cowling with dust collection system. Operate and maintain tool in accordance with manufacturer's instructions to minimize dust emissions. Dust collector must provide the air flow recommended by the tool manufacturer, or greater, and have a filter with 99% or greater efficiency and a filter-cleaning mechanism. Use a HEPA-filtered vacuum when cleaning holes.

None None

(viii) Dowel drilling rigs for concrete

For tasks performed outdoors only:

Use shroud around drill bit with a dust collection system. Dust collector must have a filter with

99% or greater efficiency and a filter-cleaning mechanism. Use a

HEPA-filtered vacuum when cleaning holes.

APF 10 APF 10

(ix) Vehicle-mounted drilling rigs for rock and concrete

Use dust collection system with close capture hood or shroud around drill bit with a low-flow water spray to wet the dust at the discharge point from the dust collector.

None None

Operate from within an enclosed cab and use water for dust suppression on drill bit.

None None

(x) Jackhammers and handheld powered chipping tools

Use tool with water delivery system that supplies a continuous stream or spray of water at the point of impact:

• When used outdoors None APF 10.

enclosed area

APF 10 APF 10.

Use tool equipped with commercially available shroud and dust collection system Operate and

DIVISION 1-12

control methods

Required respiratory protection and minimum assigned protection factor (APF)

≤ 4 hours/shift

> 4 hours/shift maintain tool in accordance with manufacturer's instructions to minimize dust emissions. Dust collector must provide the air flow recommended by the tool manufacturer, or greater, and have a filter with 99% or greater efficiency and a filter-cleaning mechanism:

• When used outdoors None APF 10.

• When used indoors or in an enclosed area

APF 10 APF 10.

(xi) Handheld grinders for mortar removal (i.e., tuckpointing)

Use grinder equipped with commercially available shroud and dust collection system. Operate and maintain tool in accordance with manufacturer's instructions to minimize dust emissions. Dust collector must provide 25 cubic feet per minute (cfm) or greater of airflow per inch of wheel diameter and have a filter with 99% or greater efficiency and a cyclonic pre-separator or filter-cleaning Mechanism

APF 10 APF 25.

(xii) Handheld grinders for uses other than mortar removal

For tasks performed outdoors only:

Use grinder equipped with integrated water delivery system that continuously feeds water to the grinding surface

Operate and maintain tool in accordance with manufacturer's instructions to minimize dust emissions

DIVISION 1-13

control methods

Required respiratory protection and minimum assigned protection factor (APF)

≤ 4 hours/shift

> 4 hours/shift

Use grinder equipped with commercially available shroud and dust collection system. Operate and maintain tool in accordance with manufacturer's instructions to minimize dust emissions. Dust collector must provide 25 cubic feet per minute (cfm) or greater of airflow per inch of wheel diameter and have a filter with 99% or greater efficiency and a cyclonic pre-separator or filter-cleaning mechanism:

• When used outdoors None None.

enclosed area

None APF 10.

(xiii) Walk-behind milling machines and floor grinders

Use machine equipped with integrated water delivery system that continuously feeds water to the cutting surface. Operate and maintain tool in accordance with manufacturer's instructions to minimize dust emissions.

None None.

Use machine equipped with dust collection system recommended by the manufacturer. Operate and maintain tool in accordance with manufacturer's instructions to minimize dust emissions. Dust collector must provide the air flow recommended by the manufacturer, or greater, and have a filter with

99% or greater efficiency and a filter-cleaning mechanism. When used indoors or in an enclosed area, use a HEPA-filtered vacuum to remove loose dust in between passes.

None None

(xiv) Small drivable milling machines (less than half-lane)

Use a machine equipped with supplemental water sprays designed to suppress dust. Water must be combined with a

DIVISION 1-14

control methods

Required respiratory protection and minimum assigned protection factor (APF)

≤ 4 hours/shift

> 4 hours/shift surfactant. Operate and maintain machine to minimize dust emissions

(xv) Large drivable milling machines

(half-lane and larger)

For cuts of any depth on asphalt only: Use machine equipped with exhaust ventilation on drum enclosure and supplemental water sprays designed to suppress dust.

Operate and maintain machine to minimize dust emissions. For cuts of four inches in depth or less on any substrate:

None None

Use machine equipped with exhaust ventilation on drum enclosure and supplemental water sprays designed to suppress dust. Operate and maintain machine to minimize dust emissions

None None.

Use a machine equipped with supplemental water spray designed to suppress dust. Water must be combined with a surfactant.

Operate and maintain machine to minimize dust emissions

None None.

(xvi) Crushing machines

Use equipment designed to deliver water spray or mist for dust suppression at crusher and other points where dust is generated

(e.g.,hoppers, conveyers, sieves/sizing or vibrating components, and discharge points).

Operate and maintain machine in accordance with manufacturer's instructions to minimize dust emissions. Use a ventilated booth that provides fresh, climate-controlled air to the operator, or a remote control station

DIVISION 1-15

control methods

Required respiratory protection and minimum assigned protection factor (APF)

≤ 4 hours/shift

> 4 hours/shift

(xvii) Heavy equipment and utility vehicles used to abrade or fracture silica-containing materials (e.g., hoe-ramming, rock ripping) or used during demolition activities involving silica-containing materials

Operate equipment from within an enclosed cab When employees outside of the cab are engaged in the task, apply water and/or dust suppressants as necessary to minimize dust emissions

None None

(xviii) Heavy equipment and utility vehicles for tasks such as grading and excavating but not including:

Demolishing, abrading, or fracturing silica-containing materials.

Apply water and/or dust suppressants as necessary to minimize dust emissions.

None None.

When the equipment operator is the only employee engaged in the task, operate equipment from within an enclosed cab.

None None.

10-9 SANITARY REGULATIONS

Add the following paragraph:

Designated existing restrooms will be available for use by all workers, subcontractors, consultants, and County personnel associated with the project.

The restrooms shall not be used for project cleanup.

11-3. RECORD DRAWING SPECIFICATIONS

The entire Section 11-3 shall be replaced with the following:

A. Maintain on the construction site, one set of the following record documents, which record actual revisions to the work:

1. Drawings

2. Specifications

3. Addenda

4. Request for information

DIVISION 1-16

5. Field instructions

6. Change orders and other modifications to the contract

7. Reviewed shop drawings, product data and samples

8. Manufacturer’s instruction for assembly, installation, and operation

B. Ensure entries are complete and accurate, enabling future reference by the County.

C. Store record documents separate from documents used for construction.

D. Keep record information concurrent (within 7 days) of construction progress.

E. Specifications: Legibly mark and record at each product section a description of the actual products installed, including the following:

1. Manufacturer’s name, product model, and number.

2. Product substitutions or alternates utilized.

3. Changes made by addenda and modifications.

F. Record drawings

1. Legibly mark each item to record actual construction including:

a. Measured depths of foundations in relation to finished first floor datum.

b. Measured horizontal and vertical locations of underground utilities and appurtenances referenced to permanent surface improvements. This shall include, but shall not be limited to piping, conduit, valves, stubouts, etc.

c. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the work. This shall include, but shall not be limited to piping, conduit, valves, stubouts, etc.

d. Field changes of dimension and detail.

e. Details not on original contract drawings.

G. Progress Record Documents

Record Documents shall include all subcontractor changes and shall be kept current as the work progresses. Progress documents shall be made available and subject to review and approval by the Project Inspector and the Project Manager at each progress payment.

H. Final Record Documents

The Contractor shall submit two completed set of Record Drawings and Specifications, to the Project Inspector a minimum of one week prior to the final inspection. These Record

Documents shall include certification by the Contractor that the Record Drawings and Specifications are a true representation of the Work as actually constructed. The Work will not be formally accepted until the Record Documents are reviewed and accepted by the Project inspector and Project Manager.

DIVISION 1-17

END OF SECTION

Main Jail - Hall of Justice - Refurbish Existing Pipe Leak Detection System

Sanitary Waste Piping Specialties 22 13 19 - 1

Contract 41010 / Log 7278 100% Construction Documents

651 I Street 04-28-2026

SECTION 22 13 19

SANITARY WASTE PIPING SPECIALTIES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Refurbishment of an existing proprietary leak detection system for existing sanitary and pressure water lines. System Includes

1. Water sensing cables

2. Zone connectors and leader cables

3. Control/monitoring modules

4. All accessories requiered to refurbish the existing leak detection system.

1.02 RELATED REQUIREMENTS

A. Section 26 05 19 - Low Voltage Electrical Power Conductors and Cables

1.03 REFERENCES

A. Manufacturer’s published installation manuals and product data B. UL listings C. FM approved

D. NEC requirements for low-voltage wiring

1.04 SUBMITTALS

A. See Section the November 1, 2024 Standard Construction Specifictoins and associated modifictions in the Special Provisions for submittal procedures.

B. Product Data: Provide manufacturer's literature and data sheets for each product, including assebmly of components, dimensions, and installed accessories for the following items, not limited to:

1. Sensing cables

2. Zone Connectors

3. Control Panel

C. Shop Drawings:

1. Cable routing diagrams

2. Clip attachment detail for securing cable to existing floor.

3. Zone layout and identifiction

4. Zone map sutmittal

5. Panel wiring diagrams

D. Closeout Package:

1. Manufacturer's Instructions: Provide for products listed. Include instructions for handling, protection, examination, preparation, and installation.

a. Provide cleaning procedures for the zone sensing cables

b. Testing Procedures for continuity testing of existing jumper cables

c. Replacement parts list as a part of closeout documentation.

2. Copy of as-builts. Reference Sacramento County Standard Construction Specifictions

3. Updated Zone Map placard

1.05 QUALITY INSURANCE

A. Manufacturer shall have minimum 10 years experience producing leak detection systems.

B. Installer shall be trained and approved by Raychem (nVent) for installing the refurbishment of this existing system.

1.06 WARRANTY

A. Provide standard one year warranty, labor and materials

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1.07 DELIVERY, STORAGE, AND HANDLING

A. Receive, inspect, handle, and store products in accordance with manufacturer's instructions.

B. Keep products in original manufacturer's packaging and protect from damage until ready for installation.

C. Store products under cover and protected from weather and dirt. Elevate above grade.

D. Store plastic products protected from direct sunlight.

PART 2 PRODUCTS

2.01 LEAK DETECTION SYSTEM

A. Basis of Design: nVent Raychem Tracetek Leak Detection System - System description:

System shall detect the presence of water anywhere along cable length and identity at the system controler. The system shall detect a cable break or fault. The system shall be interconnected to the existing facility building management system for a general fault alarm.

B. Sourcing:

1. Sabah International - Richard Cottle - rcottle@sciensusa.com - 916-425-4301

2. Or equal.

C. Parts

1. Part TT11000 Water Sensing Cables

a. Polymer-coated, flexible sensing cable

b. Detects water via conductive polymer matrix

c. Reusable after cleaning

d. Length as required to complet project scope. Refer to plans.

e. Factory-terminated with connectors

2. Part TT Series Zone Connectors

a. Cable-to cable connectors

b. identifiable by the monitoring modules

3. Model TT-DM digital monitoring modules

a. Auidible and visual alarm

b. Relay outputs for building management system integration

c. Zone identification

d. Cable fault detection

e. Dry contact outputs

4. Accessories

a. Leader cables

b. End-of-line terminations

c. jumper cable wiring (as required in basement per plans, plus where tested and failed from continutity testing) D. Source Quality Control

1. All components shall be factory tested.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify conditions are satisfactory for installation prior to starting work.

3.02 INSTALLATION

A. Install products in accordance with manufacturer's instructions.

B. Route sensing cable where indicated on plans. Avoid sharp edges, pinch points or locations that could accidneitly cause cable breakage.

C. Secure cable using approved manufacturer clips at intervals recommended by manufacturer.

D. Install zone connectors at locations shown on drawings.

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3.03 FIELD QUALITY CONTROL

A. Perform continuity testing for existing jumper cables while installing. Note to Sacrament County

Inspector which sections are not passing tests and coordiate with Sacramento County Inspector and Sacramento Sheriff Organization for access to replace where required.

B. Perform alarm testing at manufacturer control panel C. Coordinate with County DGS team on landing alarm and fault points on existing building managmenet system (BMS) panel. County DGS staff will provide labor for programming alarm.

Contractor will provide labor for landing wiring leaders from leak detection panel.

D. Test each zone by applying water to sensing cable.

E. Document test results

3.04 CLEANING

A. Clean TT1000 cable with mild detergent (or as recommend by manufacturer) and water after testing.

B. Replace any cable that fails to reset after cleaning.

3.05 OWNER TRAINING

A. Provide up to four hours of time with facility trades to illustrate how the system work, how it should be cleaned, how the system alarms and indicates the zone that leaks, and to coordinate with County DGS team on BMS system integration.

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SECTION 26 05 19

LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Controls Wiring B. Manufactured wiring systems.

C. Wiring connectors.

D. Electrical tape.

E. Wire pulling lubricant.

F. Cable ties.

1.02 RELATED REQUIREMENTS

A. Section 22 13 19 - Sanitary Waste Piping Specialties

1.03 REFERENCE STANDARDS

A. ASTM B3 - Standard Specification for Soft or Annealed Copper Wire; 2013 (Reapproved 2024).

B. ASTM B8 - Standard Specification for Concentric-Lay-Stranded Copper Conductors, Hard, Medium-Hard, or Soft; 2023.

C. ASTM B33 - Standard Specification for Tin-Coated Soft or Annealed Copper Wire for Electrical

Purposes; 2010, with Editorial Revision (2020).

D. ASTM B787/B787M - Standard Specification for 19 Wire Combination Unilay-Stranded Copper

Conductors for Subsequent Insulation; 2004 (Reapproved 2020).

E. ASTM D3005 - Standard Specification for Low-Temperature Resistant Vinyl Chloride Plastic

Pressure-Sensitive Electrical Insulating Tape; 2024.

F. NECA 1 - Standard for Good Workmanship in Electrical Construction; 2023.

G. NEMA WC 70 - Power Cables Rated 2000 Volts or Less for the Distribution of Electrical

Energy; 2021.

H. NETA ATS - Standard for Acceptance Testing Specifications for Electrical Power Equipment

And Systems; 2025.

I. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having

Jurisdiction, Including All Applicable Amendments and Supplements.

J. UL 44 - Thermoset-Insulated Wires and Cables; Current Edition, Including All Revisions.

K. UL 83 - Thermoplastic-Insulated Wires and Cables; Current Edition, Including All Revisions.

L. UL 183 - Manufactured Wiring Systems; Current Edition, Including All Revisions.

M. UL 267 - Outline of Investigation for Wire-Pulling Compounds; Current Edition, Including All

Revisions.

N. UL 486A-486B - Wire Connectors; Current Edition, Including All Revisions.

O. UL 486C - Splicing Wire Connectors; Current Edition, Including All Revisions.

P. UL 510 - Polyvinyl Chloride, Polyethylene, and Rubber Insulating Tape; Current Edition, Including All Revisions.

1.04 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Product Data: Provide manufacturer's standard catalog pages and data sheets for conductors and cables, including detailed information on materials, construction, ratings, listings, and available sizes, configurations, and stranding.

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C. Manufactured Wiring System Shop Drawings: Provide plan views indicating proposed system layout with components identified; indicate branch circuit connections.

D. Field Quality Control Test Reports.

1.05 QUALITY ASSURANCE

A. Comply with requirements of NFPA 70.

PART 2 PRODUCTS

2.01 CONDUCTOR AND CABLE APPLICATIONS

A. Do not use conductors and cables for applications other than as permitted by NFPA 70 and product listing.

B. Provide single conductor building wire installed in suitable raceway unless otherwise indicated, permitted, or required.

C. Nonmetallic-sheathed cable is not permitted.

D. Manufactured wiring systems are permitted only as follows:

1. Where not otherwise restricted, may be used:

a. For the proprietary leak detection jumper cables .

2.02 CONDUCTOR AND CABLE GENERAL REQUIREMENTS

A. Provide products that comply with requirements of NFPA 70.

B. Provide products listed, classified, and labeled as suitable for the purpose intended.

C. Unless specifically indicated to be excluded, provide all required conduit, boxes, wiring, connectors, etc. as required for a complete operating system.

1. Leak detection jumper cables will be placed in existing pathways, conduit and J-boxes

2. New low voltage wiring conneting as alarm to the existing building mangagment system will use existing pathways, conduit and J-boxes D. Comply with NEMA WC 70.

E. Thermoplastic-Insulated Conductors and Cables: Listed and labeled as complying with UL 83.

F. Thermoset-Insulated Conductors and Cables: Listed and labeled as complying with UL 44.

G. Conductor Material:

1. Provide copper conductors only. Aluminum conductors are not acceptable for this project.

Conductor sizes indicated are based on copper.

2. Copper Conductors: Soft drawn annealed, 98 percent conductivity, uncoated copper conductors complying with ASTM B3, ASTM B8, or ASTM B787/B787M unless otherwise indicated.

3. Tinned Copper Conductors: Comply with ASTM B33.

H. Minimum Conductor Size:

1. Control Circuits: 18 AWG.

I. Conductor Color Coding:

1. Color code conductors consistent colors, matching existing conditions on site.

2. Color Coding Method: Integrally colored insulation.

2.03 MANUFACTURED WIRING SYSTEMS

A. Description: Manufactured wiring assemblies complying with NFPA 70 Article 604, and listed and labeled as complying with UL 183.

B. Provide components necessary to transition between manufactured wiring system and other wiring methods.

C. Conductor Material: per 22 13 19 - Sanitary Waste Piping Specialites.

1. Grounding: Full-size integral equipment grounding conductor.

D. Connectors: per 22 13 19 - Sanitary Waste Piping Specialites.

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2.04 WIRING CONNECTORS

A. Description: Wiring connectors appropriate for the application, suitable for use with the conductors to be connected, and listed as complying with UL 486A-486B or UL 486C as applicable.

2.05 ACCESSORIES

A. Electrical Tape:

1. Vinyl Insulating Electrical Tape: Complying with ASTM D3005 and listed as complying with UL 510; minimum thickness of 7 mil (0.18 mm); resistant to abrasion, corrosion, and sunlight; conformable for application down to 0 degrees F (-18 degrees C) and suitable for continuous temperature environment up to 221 degrees F (105 degrees C).

B. Wire Pulling Lubricant:

1. Listed and labeled as complying with UL 267.

2. Suitable for use with conductors/cables and associated insulation/jackets to be installed.

3. Suitable for use at installation temperature.

C. Cable Ties: Material and tensile strength rating suitable for application.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that raceways, boxes, and equipment enclosures are installed and are properly sized to accommodate conductors and cables in accordance with NFPA 70.

B. Verify that conditions are satisfactory for installation prior to starting work.

3.02 INSTALLATION

A. Circuiting Requirements:

1. Arrange circuiting to minimize splices.

2. Include circuit lengths required to install connected devices within 10 ft (3.0 m) of location indicated.

3. Maintain separation of Class 1, Class 2, and Class 3 remote-control, signaling, and power-limited circuits in accordance with NFPA 70.

B. Install products in accordance with manufacturer's instructions.

C. Perform work in accordance with NECA 1 (general workmanship).

D. Installation in Raceway:

1. Tape ends of conductors and cables to prevent infiltration of moisture and other contaminants.

2. Pull all conductors and cables together into raceway at same time.

3. Do not damage conductors and cables or exceed manufacturer's recommended maximum pulling tension and sidewall pressure.

4. Use suitable wire pulling lubricant where necessary, except when lubricant is not recommended by the manufacturer.

E. Paralleled Conductors: Install conductors of the same length and terminate in the same manner.

F. Secure and support conductors and cables in accordance with NFPA 70 using suitable supports and methods approved by the authority having jurisdiction. Provide independent support from building structure. Do not provide support from raceways, piping, ductwork, or other systems.

G. Install conductors with a minimum of 12 inches (300 mm) of slack at each outlet.

H. Neatly train and bundle conductors inside boxes, wireways, panelboards and other equipment enclosures.

I. Group or otherwise identify neutral/grounded conductors with associated ungrounded conductors inside enclosures in accordance with NFPA 70.

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J. Make wiring connections using specified wiring connectors.

1. Make splices and taps only in accessible boxes. Do not pull splices into raceways or make splices in conduit bodies or wiring gutters.

2. Remove appropriate amount of conductor insulation for making connections without cutting, nicking or damaging conductors.

3. Do not remove conductor strands to facilitate insertion into connector.

4. Clean contact surfaces on conductors and connectors to suitable remove corrosion, oxides, and other contaminates. Do not use wire brush on plated connector surfaces.

K. Insulate splices and taps that are made with uninsulated connectors using methods suitable for the application, with insulation and mechanical strength at least equivalent to unspliced conductors.

L. Insulate ends of spare conductors using vinyl insulating electrical tape.

M. Unless specifically indicated to be excluded, provide final connections to all equipment and devices, including those furnished by others, as required for a complete operating system.

3.03 FIELD QUALITY CONTROL

A. See Section 01 40 00 - Quality Requirements, for additional requirements.

B. Inspect and test in accordance with NETA ATS, except Section 4.

C. Perform inspections and tests listed in NETA ATS, Section 7.3.2. The insulation resistance test is required for all conductors. The resistance test for parallel conductors listed as optional is not required.

D. Correct deficiencies and replace damaged or defective conductors and cables.

APPENDIX A

NOT INCLUDED

APPENDIX B

CRITICAL SUBMITTAL LIST

APPENDIX B

651 I STREET

MAIN JAIL – HALL OF JUSTICE –

REFURBISH PIPE CHASE LEAK DETECTION SYSTEM

Contract No. 41010

Note: This submittal list is provided for the contractor's convenience and may not represent

ALL submittals required by the contract documents.

Contractor is ultimately responsible for identifying and providing ALL required submittals.

P Product Data / List of Materials

SD Shop Drawings

TE Testing Results, Certificates or Data

Q Quality Control Submittals

S Samples or mockups

OM Operation and Maintenance Manuals W Warranty Over One Year Period

SP Spare Parts

T Training

O Other

SCS Standard Construction Specifications

SP Special Provisions

CRITICAL SUBMITTAL LIST

SPEC.

SECTION

ITEM REQUIRING A

SUBMITTAL

REQUIRED SUBMITTAL TYPE

P SD TE Q S OM W SP TR O

SCS

7-5

Construction Baseline Schedule X

SCS

7-5.03 Four-Week Rolling Schedule X

SCS

8-1.02 Schedule of Values X

SCS

12-1.01.A

Injury and Illness Prevention Program (IIPP)

X

SCS

12-1.01.A

Code of Safe Work Practices

(CSWP)

X

SCS

12-1.01.B

Contract Specific Safety Plan

(CSSP)

X

SCS

12-1.01.C Task Specific Safety Plan (TSSP) X

SCS

12-1.02 24-Hour Contact Information X

SP

Appendix B

Site Background Forms X

Construction Materials

SCS

12-1.01.C.8

SDS (Safety Data Sheets) for all products used on site

X

CRITICAL SUBMITTAL LIST

SPEC.

SECTION

ITEM…