Madera City Council
September 16, 2026

The contract unit price paid per each for “Blue Fire Hydrant Marker (Type BB)” shall include full compensation for furnishing all labor, materials, tools, equipment, adhesives, and incidentals, for surface preparation, furnishing and installing blue pavement markers, cleanup, and for doing all the work involved complete in place, as shown on the Plans, in conformance with the Specifications, and as directed by the Engineer. 4-19 BID ITEM (BID SCHEDULE A & B) – DIGOUT SURFACE 5’’DEPTH This is a unit price bid item, , per square yard , for “Digout Surface to 5’’ Depth, in accordance with the project plans and specification, City Standard Specification, State Standard Specification, Section 5 of these project specification and as directed by the Engineer.

This bid item includes sawcutting existing pavement, excavation, and removal of existing asphalt concrete pavement underlaying base material to a depth of 5 inches as shown on the plans, lawful disposal of removed materials, preparation and compaction of the exposed subgrade, moisture conditioning, proof rolling, and all incidental work necessary to prepare the area for subsequent paving operations.

Asphalt Concrete material, tack coat, compaction of AC are paid for separately under the designated asphalt concrete type A ½ ‘’ bid item
The contract unit price paid per square foot for Digout Surface 5’’ Depth shall include full compensation for furnishing all labor, tools, equipment, materials, lawful disposal, testing, and all incidentals necessary for doing all the work involved in completing the excavation and subgrade preparation in place, in conformance with the provisions in the Specifications, and as directed by the Engineer are included in this bid item.

4.10 4-20 BID ITEM (BID SCHEDULE A & B) – MISCELLANEOUS FACILITIES AND

OPERATIONS

This is a lump sum bid item for Miscellaneous Facilities and Operations shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals as required to complete the work shown on the plans and specified herein. The Contractor’s lump sum bid for this bid item shall not exceed $25,000 on Schedule A & $25,000 on Schedule B.

This item includes, but is not necessarily limited to, the following items:

1. Construction Project Funding Signs (Appendix G): installing and maintaining fundings signs prior to the commencement of construction and throughout the duration of the project. Work should include furnishing all project signs, mounting hardware, labor, equipment, and all associated work for installation. A minimum of two (2) signs shall be installed per site location active construction.

2. Construction Surveying

3. Necessary trimming of trees and bushes affected by construction equipment.

4. Covering of existing manholes and gate valves as directed by the Engineer

5. Connection to a City fire hydrant for construction water.

6. Dewatering/Erosion Control and Controlling runoff to City Drainage System.

7. Maintaining access to businesses and/or residences affected by the work.

This shall include ramping drive approach or driveway entrances as necessary and to the satisfaction of the City Engineer. A penalty of $25 per day per approach shall be assessed for each driveway approach or driveway entrance that is not properly ramped to allow appropriate access.

8. Written notices to affected business and residents.

9. Avoidance of garbage pickup day/check schedules (Appendix A)

10. Coordination for Madera Transit Bus stop locations

11. Coordination for MUSD school bus stop locations

12. No parking signs as required for the project with the appropriate vehicle code

13. section(s) CVC 26651M and CVC 22654 for towing of parked vehicles.

14. Compliance with Caltrans Encroachment Permit and all associated costs.

15. Replacement of existing improvements and/or facilities damaged during construction.

16. Cleaning during construction and final Cleanup.

17. Salvage and reinstallation of City Street signs including new sign post if necessary.

18. Protect monuments in place or replace if necessary.

5.1 SECTION 5
SPECIAL PROVISIONS – GENERAL

5.01 CONSTRUCTION CONDITIONS
A. DESIGN ENGINEER
The words “Design Engineer” shall mean and refer to City of Madera, Engineering Department, 428 East Yosemite Avenue, Madera, CA 93638.

B. ARCHEOLOGICAL ARTIFACTS
Should the construction activities uncover items which may qualify as archeological artifacts, the Contractor shall cease construction at that location and immediately notify the Engineer.

C. CONTAINMENT AND TRANSPORTATION OF AGGREGATE MATERIAL The Contractor shall refer to the provisions in Sections 23113, 23114, 23115 and 40,000.16 of the California Vehicle Code regarding containment and transportation of any aggregate material upon public roadways, which provisions are hereby incorporated into these Technical Specifications.

D. CONSTRUCTION SURVEYING
The Contractor shall provide construction surveying as required to setup and align median curbs, setting of equipment, electrical system and irrigation systems as directed by the Engineer and include all surveying cost in the various bid items.

E. FULL COMPENSATION INCLUDED IN BID AMOUNT
The Contractor shall accept the compensation provided in the Contract as full payment for furnishing all labor, materials, water meters, tools, equipment, and incidentals necessary to the completed work for performing all work contemplated and embraced under the Contract; also for loss or damage arising from the nature of the work, or from the action of the elements, or from any unforeseen difficulties which may be encountered during the prosecution of the work until acceptance by the City and for all risks of every description connected with the prosecution of the work; also for the expenses incurred as consequence of the suspension or discontinuance of the work as provided in the Contract; and for completing the work according to the Plans and Specifications. Neither the payment of any estimate nor of any retained percentage shall relieve the Contractor of the obligation to make good any defective work or material.

No compensation will be made in any case for loss of anticipated profits.

The contract prices paid for the work shall include full compensation for furnishing all labor, materials, tools, and equipment, and incidentals, for paying all related fees and expenses, and for doing all the work involved, complete in place, including work shown or specified for which specific contract items are not identified, as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer. The Contractor shall proportionally distribute incidental costs associated with work for which specific contract items are not identified among the contract prices for the work for which specific contract items are identified, and no additional compensation will be allowed therefor.

5.2 F. PERMITS, LICENSES AND FEES
The Contractor shall secure all permits and licenses, pay all charges and fees, and give all notices necessary and incidental to the due and lawful prosecution of the work under this contract. The Contractor shall undertake all efforts necessary to develop complete self satisfaction as to the provisions in the various permits and the submission of a bid on this project will be deemed conclusive evidence that the Contractor has done so.

Satisfactory evidence of obtaining the required permits shall be submitted to the Engineer prior to, and as a condition of, issuance of the "Notice to Proceed." The Contractor shall abide by the conditions of said permits and perform all work governed by said permits in conformance therewith and as directed by the Engineer.

Full compensation for all work necessary to obtain and comply with all required permits and licenses, including any and all related fees and expenses, shall be considered as included in the contract prices for the items of work for which the permits and licenses are required, and no additional compensation will be allowed therefor.

1. CITY OF MADERA BUSINESS LICENSE
The Contractor shall obtain a City of Madera Business License for work in City right-of-way, and pay any and all related expenses, except that no permit fee will be required for the City of Madera Street Work Permit.

Contact Information: City of Madera, Finance Department, 205 W. 4th Street, Madera, CA 93637, (559) 661-5408,[email protected] or
https://www.madera.gov/business-building-development/business-economic-development/businesslicenses/ G. COMPLIANCE WITH SAFETY CODE
In accordance with generally accepted construction practices, the Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work. This requirement shall apply continuously and not be limited to normal working hours.

The duty of the Engineer to conduct construction review of the Contractor's performance is not intended to include review of the adequacy of the Contractor's safety measures in, on or near the construction site. This review does not relieve the Contractor of any duties, obligations and responsibilities for compliance with the safety codes nor does it place any responsibility upon the Engineer for the Contractor's compliance with all appropriate safety requirements. The Contractor shall comply with all applicable codes, including the regulations and safety orders of the California Department of Industrial Relations, 2550 Mariposa Street, Suite 4078,
Fresno, California 93721, (559) 445-5302
https://www.dir.ca.gov/dwc/DWC_address/Fresno.html.

5.3 H. JOB SAFETY AND SPECIAL WORKER PROTECTION FROM TOXIC OR EXPLOSIVE GASES The Contractor shall comply with the provisions in the Construction Safety Orders, Tunnel Safety Orders and General Safety Orders issued by the California Department of Industrial Relations, as well as all other applicable laws, ordinances and regulations.

In conformance with said Safety Orders, the Contractor shall protect workers from toxic or explosive gases by providing whatever testing equipment and other special equipment that may be needed to detect the presence of and to remove such toxic or explosive gases found to exist in any underground facilities involved in the work, whether these facilities are newly constructed or existing.

The above-named requirements of the California Department of Industrial Relations are minimum requirements. In addition, the Contractor shall provide, for the life of the contract, similar protection for any person, including the Engineer or any authorized representatives thereof, subcontractors, or any other person authorized or required to enter such underground facilities for inspection, repairs, or any other reason.

I. MINIMIZING NOISE IMPACTS OF CONSTRUCTION
The following measures shall be implemented by the Contractor to minimize noise impacts during construction:

The Contractor shall conduct all operations in conformance with the Noise Regulations in the Municipal Code of the City of Madera.

To minimize potential annoyance related to construction noise, advance notice of the proposed construction times shall be given to all residents and other occupants of structures along the route of the project. At least 5 working days notice shall be given to all residents, except that at least 2-weeks notice shall be given to noise-sensitive facilities, such as schools, churches, etc.

Noise generating activity shall be limited to the hours of 7:00 am to 7:00 pm, Monday through Friday.

Construction activities shall occur only during daylight hours, unless special permission in writing is obtained from the Engineer. If nighttime construction is allowed at a location, advance scheduling information shall be provided nearby residents. Unnecessary noise, such as idling vehicles, shall not be allowed during nighttime construction.

Construction activities, except of an emergency or maintenance nature, shall not occur on Saturdays or Sundays.

All construction equipment shall be equipped with proper mufflers and other noise suppression devices, insofar as practicable.

None of the above shall be interpreted to allow construction at any time not in conformance with jurisdictional agencies' laws, rules or ordinances regulating allowable hours of work and allowable noise levels.

J. COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 This Contract is subject to all terms and conditions of the OCCUPATIONAL SAFETY AND HEALTH ACT of 1970, the California Occupational Safety and Health Act and their present and future amendments.

The Contractor expressly assumes responsibility for compliance therewith and warrants that all materials, supplies and equipment provided or installed pursuant to this Contract, whether provided by the

5.4 Contractor, subcontractor, or a supplier, fully satisfy the requirements in said Acts. The Contractor shall, upon insertion in each contract with a subcontractor or supplier of a clause by which the subcontractor or supplier warrants such compliance, be relieved of responsibility by the subcontractor or supplier.

K. MAINTAINING DRAINAGE
The Contractor shall provide and maintain drainage for the existing street sections or other areas of work.

Temporary provisions for drainage of any area during construction where existing drainage facilities have been damaged or altered as a result of the Contractor’s operations shall be made by the Contractor as directed by the Engineer.

The Contractor shall be responsible for all damages to public or private property incurred due to failure to provide adequate drainage within and through the construction area or due to blockage of existing drainage facilities at or upstream from the area of work.

L. EXISTING UTILITIES
Reference is made to Section 5 of the Standard Specifications and these Special Provisions.

The Contractor shall notify Underground Service Alert (USA) by telephone, calling “811” at least 48 hours prior to the beginning of any excavation work, and request field marking of existing utility facilities in the work area.

M. SPECIAL REQUIREMENTS NEAR NATURAL GAS TRANSMISSION FACILITIES Reference is made to Subsection 5.01L, “Existing Utilities,” of the Special Condition - Technical The Contractor shall notify PG&E no less than 48 hours in advance of performing work in the vicinity of natural gas transmission facilities, whether parallel or transverse to the proposed improvements. When required by PG&E, no work shall be done in the vicinity of natural gas transmission facilities unless a PG&E inspector is on hand at the site of the work.

If PG&E or the Engineer determines that temporary support or bracing of natural gas transmission facilities is necessary during construction, the Contractor shall provide such support or bracing, or shall make arrangements to have PG&E provide such support or bracing, as directed by the Engineer. The Contractor shall bear all costs and expenses associated with temporary support or bracing of existing natural gas transmission facilities and shall bear all costs and expenses associated with damage to existing natural gas transmission facilities resulting from the Contractor’s operations.

N. COORDINATION WITH UTILITIES AND OTHER CONTRACTORS
The Contractor shall diligently coordinate construction operations with, and shall cooperate with, utility companies and agencies and other contractors conducting operations adjacent to or within the work area to prevent delays or hindrances to the work.

It is possible that utility work conducted by utility agencies or companies, or by contractors performing work under contract to them, may result in delays in the Contractor’s operations, and may require noncontinuous operations in the vicinity of utility work when continuous operations would otherwise have been possible. If, in the opinion of the Engineer, a delay is unavoidable and directly attributable to such utility work, a time extension will be granted to account for the delay. However, if the delay is due to the Contractor’s failure to diligently coordinate construction operations with the utility work, in the opinion

5.5 of the Engineer, no time extension will be granted. The contractor shall not be entitled to compensation for reasonable delays for utility work.

O. COMPACTION TEST METHODS
Compaction testing of backfill, subgrade, aggregate base and asphaltic concrete shall be performed using State of California (Caltrans) Test Methods and Procedures.

P. COSTS RELATED TO COMPLIANCE WITH ADDITIONAL CONDITIONS Full compensation for all work and expenses involved in compliance with the additional conditions contained in this section, including work attributable to delays, non-continuous operations and multiple move-ins required as a result of coordination with utilities and other contractors, shall be considered as included in the contract prices paid for the various items of work, and no additional compensation will be allowed therefor.

5.02 DESCRIPTION AND ORDER OF WORK
The work in general consists of grinding deteriorated sections of asphalt concrete, paving with new asphalt concrete, crack sealing, application of microsurfacing type II and type III, adjustment of existing manhole/utility covers to final grade, reconstruct of ADA concrete curb ramps, replacement of loop detectors and replacing traffic pavement markings and striping.

5.03 MOBILIZATION
This work shall consist of the movement of personnel, equipment, supplies and incidentals to the project site, including any remobilization necessary because of the Contractor’s construction schedule and/or sequencing, as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer.

Progress payments for mobilization will be made as specified in Section 9-1.16 of the State Standard Specifications.

The total of all payments for mobilization shall not exceed the amount specified in the R-99 Bid Schedule A - $75,000 & R-79 Bid Schedule B - $100,000

5.04 STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
A. GENERAL

1. Summary
This site is covered by the Construction General Permit issued by the State Water Resources Control Board (SWRCB) under the national Pollution Discharge Elimination System permit program of the Environmental Protection Agency. The Contractor shall be fully aware of the requirements under this Permit including the latest amendments. A full copy of the General Permit and most recent orders can be found at the State Water Resources Control Board website, at:
http://www.swrcb.ca.gov/water_issues/programs/stormwater/constpermits.shtml.

5.6 It is anticipated this project will either be beneath the disturbed area threshold that requires the City obtain coverage through the Construction General Permit under the National Pollution Discharge Elimination System (NPDES) permit program of the Environmental Protection Agency (EPA) or eligible for an Erosivity Waiver. In these cases, a Storm Water Pollution Prevention Plan (SWPPP) and Notice of Intent (NOI) are not required to be filed with the California Stormwater Multiple Applications and Report Tracking System (SMARTS). It is the Contractor’s responsibility to provide Water Pollution Control Plan (WPCP) developed by a Qualified SWPPP Developer (QSD) if the project does not require coverage through the Construction General Permit or is not eligible for an Erosivity Waiver.

The WPCP shall be developed in accordance with the guidelines for preparing a SWPCP contained in the Construction General Permit for submittal to and approval by the City. Submittal through SMARTS will not be required in this instance. Once approved, the Contractor is required to implement and maintain Best Management Practices (BMPs) in accordance with Construction General Perming and approved WPCP for the project duration. The City representative reserves the right to modify and request additional BMPs measures as deemed necessary. No additional reporting or document preparation will be required.

5.05 SJVAPCD REQUIREMENTS
The Contractor shall provide a Construction Notification Form 48 hours prior to start of project and commencing earthmoving activity in compliance with San Joaquin Valley Unified Air Pollution Control District (SJVUAPCD) requirements, and obtain the approval of, both the Engineer and SJVUAPCD.

Additional information for the submittal of Dust Control Plan and/or Emission Control Plan can be obtained at the following location:

San Joaquin Valley Air Pollution Control District
Central Region Office
1990 East Gettysburg Avenue
Fresno, CA 93726
Phone: (559) 230-5950
Fax: (559) 230-6062
The Contractor shall faithfully implement the plan during all work carried out under this contract.

5.06 DUST CONTROL
This work shall consist of providing and maintaining dust control about the site of the work, including any haul roads to or from the site, by whatever means are necessary, such as watering, sweeping or oiling, so as to cause the least possible dust nuisance to the public The Contractor shall prepare a Dust Control Plan, in conformance with San Joaquin Valley Air Pollution Control District (SJVAPCD) requirements, and shall submit the plan to, and obtain the approval of, both the Engineer and SJVAPCD. The Contractor shall faithfully implement the plan during all work carried out under this contract.

The Contractor shall comply with the Fugitive Dust rules as established by the SJVAPCD. Specifically: Rule Nos. 8010-Fugitive Dust Administrative Requirements; 8020-Dust Control requirements for Construction, Demolition, Excavation, and Extraction Activities; 8030-Dust Control Requirements for Handling and

5.7 Storage of Bulk Materials; 8070-Dust Control Requirements from Vehicle and/or Equipment Parking, Shipping, Receiving, Transfer, Fueling, and Service Areas.

The Contractor shall designate a person or persons to monitor the dust control program and to order increased watering, as necessary, to prevent transport of dust. Their duties shall include non-working hours, holidays and weekend periods when work may not be in progress. The names and telephone numbers of such persons shall be provided to the Engineer.

The Contractor shall make his own arrangements for and shall provide himself with a satisfactory water supply. The Contractor shall furnish his own equipment for transporting and applying water. Such equipment shall meet the approval of the Engineer. Water trucks or sprinkler systems shall be used in sufficient quantities to prevent dust raised from leaving the site during clearing, grading, earth moving, excavation, or other activities.

During construction, water trucks or sprinkler systems shall be used to keep all active areas of construction and vehicle movement damp enough to prevent dust from being raised and leaving the site. As a minimum, this shall include wetting down such areas in the late morning and after work is completed for that day. Streets adjacent to the project site shall be swept at least once per day. The frequency of watering and street sweeping shall be increased if determined necessary by the Engineer.

A water truck shall be kept at the project site at all times during construction.

All material excavated or graded shall be sufficiently watered to prevent excessive dust release. Watering shall occur at least twice a day with complete coverage, preferably in the late morning and after work is done for the day. After each day's activities cease, the entire area of disturbed soil shall be sufficiently wet down to create a crust.

After clearing, grading, earthmoving, or excavation is completed in any area, the entire area of disturbed soil shall be treated to prevent the wind from picking up soil. This may be accomplished by: spreading soil binders; sufficiently wetting the area down to form a crust on the surface with repeated soakings, as necessary, to maintain the crust and prevent dust from being picked up by the wind; or other methods approved by the Engineer.

The area disturbed by clearing, earth moving, or excavation activities shall be minimized at all times.

All material transported offsite shall be either sufficiently watered or securely covered to prevent excessive amounts of dust.

All clearing, grading, earth moving, or excavation activities shall cease during periods of high winds greater than 20 mph average over one hour.

Onsite vehicle speeds on unpaved surfaces shall be limited to 15 mph.

All internal combustion engines shall be properly maintained and tuned according to manufacturers’ specifications.

Any dust control measure ordered by the Engineer shall be promptly and immediately carried out.

If the Contractor fails to provide dust control measures as specified or ordered by the Engineer within a time period deemed reasonable by the Engineer, the Contractor shall pay to the City liquidated damages of fifty dollars ($50.00) for each half hour, or portion thereof, that elapses from the time the penalty is ordered into effect by the Engineer, until dust control measures as specified or ordered by the Engineer

5.8 are completely carried out and the dust nuisance is eliminated or prevented. The liquidated damages shall be deducted from monies due or to become due the Contractor.

In addition to the liquidated damages specified above, if conditions warrant, the Engineer may order City forces to eliminate or prevent the dust nuisance, or may order the work to be done by others. The full cost thereof, in addition to the liquidated damages specified above, shall be deducted from monies due or to become due the Contractor.

The contract lump sum price paid for dust control shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in dust control, as shown on the plans, in conformance with the provisions in the Contract Documents, and as directed by the Engineer.

5.07 STREET SWEEPING
Street sweeping shall be conducted with approved street sweeping equipment where sediment is tracked from the job site onto paved streets and street gutters in accordance with the Storm Water Pollution Prevention Plan (SWPPP) and in accordance with Section 13-4.03F4, SC 7 in the Construction Site Best Management Practices Manual of the Caltrans Storm Water Quality Handbook and as directed by the Engineer.

The Contractor shall maintain at least one sweeper on the job site at all times during the period that sweeping work is required. Sweepers shall be self loading, motorized, and shall have spray nozzles and may include a vacuum apparatus. Street sweeping shall be performed so that dust is minimized. If dust generation is excessive or sediment pickup is ineffective as determined by the Engineer, the use of water or a vacuum will be required.

5.08 WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND The Contractor shall comply with the provisions in the Construction Safety Orders, Tunnel Safety Orders, and General Safety Orders issued by the California Department of Industrial Relations, and shall comply with the provisions in the Federal Occupational Safety and Health Administration's regulations, as well as all other applicable laws, ordinances and regulations, as they pertain to the protection of workers from the hazard of caving ground.

In compliance with the provisions in Section 6705 of the Labor Code of the State of California, the Contractor shall obtain the approval and acceptance of the Engineer in advance of the excavation of any trench or trenches, jacking or receiving pits, or other pits, 5 feet or more in depth, of detailed plans showing the design of shoring, bracing, sloping, or other provisions to be made by the Contractor for worker protection from the hazard of caving ground during the excavation of trenches and pits, and during any other period that workers may be exposed to such hazard. Where such plan varies from the shoring system standards established by the California Department of Industrial Relations, or, if other qualifying conditions exist as set forth in the Federal or State regulations (such as depth of excavation in excess of 20 feet), the plan shall be prepared by a Registered Civil or Structural Engineer.

The requirements of the California Department of Industrial Relations, and the Federal regulations for the provision of worker protection from the hazard of caving ground, and all other applicable laws, ordinances

5.9 and regulations, are minimum requirements. In addition, the Contractor shall provide, for the life of the Contract, the same protection for any person, including the Engineer or any of his authorized representatives, subcontractors, or any other person required to be exposed to such hazard in the performance of the work, inspection of the work, or for any other reason.

The Contractor shall provide, at his expense, protective measures as necessary for testing personnel and other inspectors during the excavation, pipe bedding, pipe installation, backfill and compaction processes.

This shall consist of additional shielding, shoring, sloping, or other procedures as necessary to adequately protect said personnel and provide adequate working room during testing and inspection.

5.09 OBSTRUCTIONS
Attention is directed to Sections 5-1.36C “Non-Highway Facilities," and Section 15, "Existing Highway Facilities," of the State Standard Specifications and these Special Provisions.

Prior to the spreading of asphaltic emulsion and/or asphalt concrete surfacing, manhole covers, valve covers, survey monuments, and other underground utility facilities shall be covered with paper or other such material and shall be fully protected from damage or displacement unless otherwise directed by the Engineer.

The Contractor's attention is directed to the aerial utility lines which may interfere with the Contractor's operations. It is the Contractor's responsibility to ascertain the exact location of the facilities for minimum safe clearance distance. Moreover, the Contractor, if necessary, shall make arrangements with the utility companies to temporarily relocate their facilities and pay for the relocation to provide minimum safe clearance.

The aerial utility lines are under the jurisdiction of Pacific Gas and Electric Company, AT&T, and Comcast.

The Contractor's attention is directed to the existence of certain underground facilities that may require special precautions be taken by the Contractor to protect the health, safety and welfare of workmen and of the public. Facilities requiring special precautions include, but are not limited to: conductors of petroleum products, oxygen, chlorine, and toxic or flammable gases; natural gas in pipelines greater than 6 inches in diameter or pipelines operating at pressures greater than 20 psi (gage); underground electric supply system conductors or cables either directly buried or in duct or conduit which do not have concentric neutral conductors or other effectively grounded metal shields or sheaths; and underground electrical conductors with potential to ground of more than 300 volts. The Contractor shall notify the Engineer at least 48 hours prior to performing any work in the vicinity of such facilities.

If such facilities are not located on the Plans in both alignment and elevation, no work shall be performed in the vicinity of said facilities until the owner, or his representative, has located the facility by probing, or other means that will locate and identify the facility. Contractor shall assist in locating the facility by potholing, if this method is necessary. If, in the opinion of the Engineer, the Contractor's operations are delayed or interfered with by reason of the utility facilities not being located by the owner or his representative, the City will compensate the Contractor for such delays to the extent provided in Section 8-1.07, "Delays," of the State Standard Specifications, and not otherwise, except as provided in Section 5-

1.36C "Non-Highway Facilities," of the State Standard Specifications.

5.10 In the event that the utility facilities mentioned above are not removed or relocated by the times specified and, if in the opinion of the Engineer, the Contractor's operations are delayed or interfered with by reason of the utility facilities not being removed or relocated by said times, the City will compensate the Contractor for such delays to the extent provided in Section 8-1.07, "Delays," of the State Standard Specifications, and not otherwise, except as provided in Section 5-1.36C"Non-Highway Facilities," of the State Standard Specifications.

Full compensation for conforming to the requirements of this section shall be considered as included in the contract unit prices paid for the various contract items of work, and no separate payment will be made therefor.

5.10 GENERAL FOR SLURRY AND MICRO-SURFACING
All work, materials and methods of application shall be completed in accordance with these Special Provisions–Technical Specifications, applicable City of Madera Standard Specifications and CALTRANS Standard Plans and Specifications. Should the Plans, Specifications, Special Provisions or Standards Details appear in conflict or not specifically direct with the item in question, the Contractor shall refer to the City Engineer whose determination will be final.

SCOPE OF WORK
The work shall consist of furnishing all necessary labor, materials and equipment Micro-Surfacing Type II or III application treatment. The Type II or III Micro-Surfacing applications is defined as MSE (Micro Surfacing Emulsion) and aggregate as specified.

The work shall be done in the following order:

1. Prepare the pavement surface by removing vegetation, removing pavement striping, markings, and stencils either paint or thermoplastic, repairing distressed areas, sweeping, as directed by the Engineer.

2. Clean the working area and install temporary pavement markings.

3. Crack Fill as specified.

4. Apply the Slurry/Micro at a specified rate and directed by the Engineer.

5. Roll Slurry/Micro using a minimum of two (2) pneumatic tire rollers.

6. Clean the working area. See note below.

7. All other such items and details specified shall be furnished, installed, and/or constructed.

5.11 NOTE: The Contractor is required to install temporary markers immediately on all streets before/ after the micro-surfacing for the safety of traffic. The exact time to be determined at and by the discretion of the Engineer, the Contractor will be responsible for installing all permanent striping and stenciling. The order of work shall be scheduled to minimize interruptions to traffic and business operations and shall be arranged with the City Engineer prior to starting work. Where the Contractor schedules work to be performed, he shall notify all business and property owners a minimum of 5 days prior to the start of said work.

STATEMENT OF QUALIFICATIONS
Experience - the Contractor shall have had a minimum of five (5) years’ experience in the application of Chip/Cape Seals and Micro-Surfacing Slurry Seals. Bidders shall provide a list of five (5) similar projects successfully completed for other State of California agenciesincluding key personnel related experience (experience from prior employment prior to BIDDER qualifies). The list shall be provided with the Bid Proposal.

CONSTRUCTION TIME
Application of oil, tack binder and/or slurry shall be applied within the time period of 7:00 AM to 5:00 PM, unless otherwise approved by the Engineer.

NOISE CONTROL
It is the contractor’s responsibility to meet all ordinances regarding noise and noise control.

SAFETY REGULATIONS FOR WORKMEN
This contract is regulated by Title 29, Chapter 17, Part 1910 of the Federal Labor Code, the Williams-Steiger Occupational Safety and Health Act of 1970, additions to the Code and the California Industrial Safety Code. The Contractor′s operations shall be governed by the most stringent of regulations embodied in the foregoing safety laws. The cost of measures taken by the Contractor for compliance with said regulations shall be included in unit bid items of construction, and no additional payment will be made.

PROJECT LOCATION
The map located in Sheet No. 1 of the construction plans includes a location map and Sheet Index for project streets and define the work areas for this project. All questions regarding more accurate definition of work areas are to be directed to the Engineer.

INTENT OF PLANS AND SPECIFICATIONS
The intent of the plans and specifications is to prescribe the details for the construction and completion of the work which the Contractor undertakes to perform in accordance with the terms of the contract.

Where the plans or specifications describe portions of the work in general terms but not in complete detail, it is understood that only experienced workmanship and the best general practice is to prevail and that only materials of the first quality are to be used.

5.12 PRE-CONSTRUCTION CONFERENCE
A pre-construction conference shall be held in accordance with these Specifications. Prior to the start of construction, a meeting shall be called by the Engineer with the Contractor, subcontractors, affected City Departments and interested agencies affected by the work, to discuss the proposed work. At that time the responsibilities of the contract parties, procedures for payments and changes, schedules, coordination of staking, inspection and testing, etc., will be discussed.

The contractor shall present a proposed construction schedule at this meeting. The schedule shall be in the form of tabulation, chart, or graph and shall be in sufficient detail to show the chronological relationship of all activities of the project including, but not limited to, estimated starting dates of various activities, procurement of materials, and scheduling of equipment. The construction schedule shall reflect completion of all work under this contract within the specified time and in accordance with these Special Provisions. The Contractor shall also furnish upon request, any and all material compliance certifications.

At this meeting, the Contractor shall also furnish to the Engineer an emergency availability list, to include name of persons, together with their addresses and home telephone numbers, who are authorized to act on behalf of the Contractor in an emergency arising out of conditions at the work site after normal working hours.

CONSTRUCTION SCHEDULE
After notification of award and prior to start of any work, the Contractor shall submitto the Engineer his proposed construction schedule for approval. The construction schedule shall be in the form of a tabulation, chart, or graph and shall be in sufficient detail to show the chronological relationship of all activities of the project including, but not limited to, estimated starting and completion dates of various activities, procurement of materials, and scheduling of equipment. The construction schedule shall be consistent in all respects with the time and order of work requirements of the contract. If the Contractor desires to make a significant change in his method of operations after commencing construction, or if his schedule fails to reflect the actual progress, he shall submit to the Engineer a revised construction schedule in advance of beginning revised operations. Schedule to not impact or interrupt garbage scheduled pickup under any circumstances. It is preferred that construction schedule be submitted in Microsoft Projects 2010 format.

SUPERINTENDENCE & PERSONNEL
The Contractor, in his absence, shall be represented on the work by a competent superintendent, who, as well as the Contractor, shall be in charge of the work and shall be required to receive suggestions and instructions from the Engineer or the inspector and see them faithfully executed. It shall be the duty of the Contractor to insure that he provides for adequate supervision of the work when he is not himself present at the site of work. The contractor shall notify the Engineer of the name, address, and telephone number of such superintendent or foreman who is in charge of the work in the Contractor’s absence.

5.13 If any subcontractor, workman, or person employed by the Contractor shall fail or refuse to carry out the directions of the Engineer, or shall appearto the Engineerto be incompetent or to actin a disorderly or improper manner, he shall be removed from the work immediately upon notice by the Engineer and such person may not be employed again on the work.

All work shall be under general supervision and inspection of the City Engineer or the City Construction Inspector and any work done without the authority or presence of the Engineer or inspector will be subject to rejection.

EMERGENCY AVAILABILITY
The contractor shall furnish to the City, prior to the issuance of the “Notice to Proceed”, a list of persons, together with their addresses and home telephone numbers who are authorized to act on behalf of the Contractor in an emergency arising out of conditions at the work site after normal working hours.

ORDER OF WORK
The order of work shall be scheduled to minimize interruptions to traffic and business operations and shall be arranged with the City Engineer prior to starting work. Where the Contractor schedules work to be performed, he shall notify all business and property owners a minimum of 5 days prior to the start of said work.

RESIDENT NOTIFICATION & POSTING
The Contractor shall also furnish a “Notice of Construction” to residents and businesses of the proposed work, street closures required and proposed traffic control during construction.

Notices for work will include the following: a general description of the sealing processes, problems associated with the staining of material by the asphalt, the date and approximate time that a particular street is to receive this treatment and a list of other streets included for that day, expected traffic delays, no parking requirements on the street, the possibility of towed cars, and the name, address and phone number of the contractor's superintendent and the City Engineering and Public Works Department so that residents may call to ask questions. The contractor shall distribute by hand, a typed notice to all residences and businesses on the street to be treated or applied with asphalt. Notices shall be door hanger type in English and Spanish.

The notice will be delivered no less than five (5) days prior to the treatment of the road. The notice shall be of the door hanger type that secures to the door handle of each dwelling. Unsecured notices will not be allowed. Hand distribution of this notice will be considered incidental to the contract. The contractor shall provide a list of addresses where the notices were delivered.

The work shall not occur on waste pickup days. It is the contractor's responsibility to coordinate with the City in this regard. See Appendix “A” City Waste Pickup Schedule.

The notice will also inform all residents not to leave waste containers on the street until the scheduled pick-up day. If waste containers are left on the streets, it shall be the Contractor's responsibility to remove or arrange for proper removal of the containers at no additional cost to the City. Likewise, if the City must return for pick-up due to unscheduled Contractor activity, any additional charges shall be the responsibility of the Contractor.

5.14 The contractor will be responsible for posting "No Parking" signs. Suitable signs shall be posted a minimum of 72 hours prior to application of oil or the surfacing. The “No Parking” signs shall include Vehicle Code Section 22654 and be staggered at 100 ft intervals stating the time and date of the posting and of the surfacing. If work is not completed on the day scheduled, the contractor shall re-notify and repost the affected streets. No Parking signs may read 6 am to 5 pm. Streets shall not be closed prior to 7 am; no sealer shall be placed before 7:30 am. All streets shall be opened to traffic prior to 5pm. Unless authorized by the Engineer any required removal of parked cars shall be coordinated through the Public Works Department and the City Police Department. Towing fees will be paid by the City. The "No Parking" signs shall be removed within 48 hours after completion of final brooming.

All notifications and signs to be provided by the Contractor shall be approved by the Engineer before they are delivered and installed by the Contractor.

INSPECTION DURING CONSTRUCTION
The Engineer and Inspector shall, at all times, have access to the work during construction and shall be furnished with every reasonable facility for ascertaining full knowledge relative to the progress, workmanship and character of materials used and employed in the work.

Whenever the Contractor varies the period during which work is carried on each day, he shall give due notice to the Engineer or Inspector so that proper inspection may be provided. Any work done in the absence of the Engineer or Inspector may be subject to rejection.

FIELD TOILETS
The contractor shall furnish sanitary portable toilet facilities. The type of the facilities and location(s) shall be subject to acceptance by the City.

All sanitary facilities shall be made available for use by all workers, subcontractors, consultants, and city personnel associated with the project.

The Contractor shall maintain the sanitary facilities in a proper, safe, and sanitary condition for the duration of the work. Facilities shall be provided in sufficient quantities to comply with CAL-OSHA regulations.

HEAT ILLNESS PREVENTION
The Contractor shall comply with Occupational Safety & Health Standards Board (OSHSB) heat illness prevention regulations.

TREE TRIMMING
All tree trimming shall be performed by a certified arborist hired by the contractor. The Contractor shall submit a copy of the certification of the arborist prior to the start of any work on the contract. Full compensation for tree trimming required to perform the sealing project shall be considered as included in the price paid for various items of work and no additional compensation will be allowed therefore tree trimmings and branches broken by the Contractor’s operations shall be removed from the job site and disposed of by the contractor on the same day that the trimming is performed or the branches are damaged. Trees damaged shall be trimmed to provide a balanced appearance.

5.15 FIRE HYDRANT/ WATER APPLICATION
Water for construction purposes must be purchased from the City of Madera and obtained from an approved fire hydrant. Prior to start of construction, the Contractor must make application including payment and deposit. See Appendix “C” City Water Meter Requirements. A portable meter will be set by the City at a hydrant location convenient to the project, and charges will be as per current rates established by City Ordinances.

5.11 STREET SURFACE PREPARATION

GENERAL
The work shall consist of but not limited to furnishing all labor, materials, equipment and transportation for the street surface preparation prior to application of the polymer modified asphaltic emulsion, application of aggregate to conform with Section 37, “Bituminous Seal” of the latest California Department of Transportation Standard Specifications and these Special Provisions unless otherwise specified herein.

The work shall be done in the following order: Preparing the pavement surface; applying the emulsion; applying aggregate; rolling the aggregate; and sweeping up and disposing of excess aggregate off of the job site.

The contractor shall taper or feather asphalt concrete to conform to existing surfacing or concrete improvements as directed by the Engineer. No surfacing will be allowed when the air temperature is below 50 degrees F.

CONSTRUCTION METHODS
The Contractor shall use such methods for the performance of the work embraced under these specifications as will secure a satisfactory quality of work and rate of progress. Such methods shall meet the approval of the Engineer, and shall be submitted for his approval before being used on the work. The Engineer reserves the right, during the progress of work, to make suggestions and revisions in the methods in order that a high quality of work and satisfactory rate or progress may be obtained. When ordered by the Engineer, the Contractor shall discontinue unsuitable methods of work.

PREPARING EXISTING ROADWAYS
Immediately before applying the asphaltic emulsion, the surface to be sealed shall be clean and dry.

Cleaning shall be performed by sweeping, flushing or other means necessary to remove all loose particles of paving, all dirt and all other extraneous material. Refer to Section 37-2.01C(3) “Surface Preparation” of the State Standard Specifications. Prior to the slurry/micro operation, all manhole covers, water valves, storm drain inlet covers, monument covers, and all other utility covers shall be protected from the Contractor’s operations by applying a sheet of plastic, cut to fit, or placing a plastic bag over the exposed facilities or other methods approved by the Engineer.

Concrete encroachments shall be protected from overspray of asphaltic emulsion by placing building paper, plastic, or other suitable material approved by the Engineer over the surface of the concrete. All traces of building paper, plastic, residual emulsion shall be removed from all concrete encroachments,

5.16 personnel covers, drain inlet covers, monument covers, and all other utility covers as quickly as possible, after the application of the completed seal and/or prior to final acceptance of the project. Contractor shall clean concrete encroachments, and clean or replace manhole covers, water valves, storm drain inlet covers, monument covers, and all other utility covers that are damaged, as directed by the Engineer and to the satisfaction of the Engineer, at the Contractor’s expense. Payment for protecting concrete encroachments, personnel covers, drain inlet covers, monument covers, and all other utility covers from overspray shall be included in the various items to construct the seal and no separate payment will be allowed therefore. Brooms shall be used to remove loose sand from the roadway, encroachments, and to pick up sand blot and any loose sand as directed by the Engineer. The Contractor is responsible for all pre and post sweeping. All salvaged material specified for removal and salvage shall remain the property of the city and should be delivered to the city Public Works Stockpile at Rd 28 ¼ and Raymond Rd.

SITE PREPARATION
The Contractor shall perform all site preparation as required including sweeping of existing paved areas and removals and protection of existing striping and markers. Contractor shall locate all existing manholes and valve covers and survey monument covers within the project limits prior to start of construction.

Contractor shall protect existing manholes, valve covers and monuments well covers from the surfacing application applications. The cost of all labor, equipment and materials used shall be included in bid items and no additional payment will be made therefore.

PREPARATION
Prior to the Asphaltic Emulsion applications the Contractor shall:

1. Remove any and all vegetation within the limits of the work by applying an approved herbicide. The herbicide shall be applied at least 10 days prior to the slurry operation, or as directed by the manufacturer. Reward and Round-up are pre-approved herbicides. All other herbicides shall be submitted by the contractor for approval by the Agency, and shall be certified for use in the State of California for the specific use intended. The application of the herbicide shall be performed in accordance with all applicable regulations. Any and all fines or clean-up costs for unlawful misuse or discarding of herbicides shall be the sole responsibility of the Contractor. Mixtures and spread rates for the herbicides shall be determined by the manufacturer′s specifications. Wash down of equipment or discarding of herbicides shall not enter the catch basins or positive drainage facilities.

2. Remove all existing striping, legends and raised pavement markers within the seal limits. When removing the raised pavement markers the Contractor shall remove excessive adhesive left on pavement caused from the removal of raised pavement markers. If excessive pavement damage occurs from the removal of raised pavement markers the damage shall be repaired by filling with patching material. Removal shall be done to the satisfaction of the Engineer.

Before asphaltic emulsion application is to be applied to the road surface, all manhole covers drain inlet covers, monument covers, and all other utility covers shall be protected from the Contractor′s operations by applying a sheet of plastic, cut to fit, or placing a plastic bag over the exposed facilities or other methods approved by the Engineer. All traces of plastic, residual emulsion and chips shall be

5.17 removed from all personnel covers, drain inlet covers, monument covers, and all other utility covers as quickly as possible, after the application of the seal and/or prior to final acceptance of the project.

FINISHING
The exact time of brooming will be determined by the Engineer. Encroachments shall be cleaned of all loose material in paved ditches, or adjacent to curbs, gutters, dikes, berms, railings or other areas, shall be removed as directed by the Engineer. Contractor shall clean concrete encroachments, personnel covers, drain inlet covers, monument covers, and all other utility covers, to the satisfaction of the Engineer, at the Contractor’s expense. Payment for protecting concrete encroachments, personnel covers, drain inlet covers, monument covers, and all other utility covers from overspray shall be included in the various items to construct the seal and no separate payment will be allowed therefore.

5.12 MICRO-SURFACING (TYPE II OR III)

GENERAL
A Micro-Surfacing emulsion must be grade MSE. A micro-surfacing emulsion must be a homogeneous mixture of asphalt, an elastomeric polymer, and an emulsifier solution. Refer to Section 37-3.03B(2) “Micro-Surfacing Emulsions” of the State Standard Specification

CERTIFICATION
The polymer (latex) content shall be 2.5% based on the asphalt weight content and will be certified by the emulsion supplier.

The Contractor must submit a notarized certification from the polymer supplier five (5) days prior to the product being use.

The five-day (5) settlement test may be waived, provided job stored emulsion is used within thirty-six (36) hours from the time of the shipment, or the stored material has had additional emulsion blended into it prior to use.

DESCRIPTION
Micro-Surfacing is a mixture of polymer modified asphalt emulsion, mineral aggregate, mineral filler, water and other additives, properly proportioned, mixed and spread on a paved surface. The mix should be capable of being spread in variable cross-sections ( scratch courses and surfaces) which, after curing and initial traffic consolidation resists deformation throughout the entire design tolerance range of bitumen content and variable thickness to be encountered. The end product should maintain a skid-resistance surface (high wet friction co-efficient of 0.30 or better) throughout the warranty period and/or service life of the Micro-Surfacing. The mix is to be a ″quick-traffic setting″, meaning that it will be able to accept traffic after a limited curing time. The amount of time will vary from job to job and must be evaluated on an individual job basis. Normally, these systems have been accepting moving traffic on a one-half (1/2)

5.18 inch (12.7 mm) thick surface within one hour after placement in +75°F (24°C) temperature and 50 percent or less humidity and as directed by the Engineer.

When tested according to the following tests, the emulsion shall meet the following requirements:

AASHTO TEST NO ASTM TEST NO QUALITY SPECIFICATIONS
AASHTO T59 ASTM D244 Residue After Distillation 62% Minimum The temperature for this test should be held below 280° (138°C). Higher temperatures may cause the polymers to break down.

AASHTO TEST NO ASTM TEST NO TESTS ON RESIDUE SPECIFICATIONS AASHTO T53 ASTM D36 Softening Point 135° (57°C) Minimum AASHTO T49 ASTM D2397 Penetration At 77°F (25°C) 40-90
ASTM 2170 Kinematic Viscosity @ 275°F
(135°C)
650 cSt Minimum
Each load of emulsified asphalt shall be accompanied with a Certificate of Analysis/Compliance to assure that it is the same as that used in the mix design.

AGGREGATE
The mineral aggregate used shall be the type and grade specified for the particular use of the MicroSurfacing. The aggregate shall consist of sound, durable, crushed stone or crushed gravel and approved mineral filler. The material shall be free from vegetable matter and other deleterious substances.

Aggregate shall be Black Basalt in color as supplied by George Reed Table Mountain Quarry Jamestown, CA. Each bidder must submit with the bid proposal a certified statement from the George

5.19 Reed Table Mountain Quarry supplier showing that the aggregate conforms to the required physical and chemical requirements of Section 37 of the State Standard Specifications.

QUALITY TESTS
When tested according to the following tests, the aggregate should meet these minimum requirements:

REQUIREMENTS
TEST CALIFORNIA TEST TYPE 2 TYPE 3
Sand Equivalent 217 65 min. 65 min.

Durability Index 229 65 min. 65 min.

Percentage of Crushed Particles 205 95% 95%

GRADING
When tested in accordance with AASHTO T27 (ASTM C136) and AASHTO T11 (ASTM C117), the target (mix design) aggregate gradation (including the mineral filler) shall be within one of the following bands (or one currently recognized by your local paving authority).

5.20 The job mix (target) gradation shall be within the gradation band for the desired type. After the target gradation has been submitted (this should be the gradation that the mix design is based on), then the percent passing each sieve shall remain within the gradation band. It is recommended that the percent passing shall not go from the high end to the low end of the range for any two consecutive screens.

The aggregate shall be inspected, accepted or rejected at the job location stockpile or when loading into the support units for delivery to the lay-down machine. The stockpile shall be accepted or rejected based on five gradation tests according to ASTM D75 or CAL 202. Sampling of the stockpile material shall be performed in accordance with CAL 125. If the average of the five tests is within the gradation tolerances, then the materials will be accepted. If the tests show the material to be out of specification, the Contractor will be given the choice to either remove the material or blend other aggregate with the stockpiled material to bring it into specification.

MINERAL FILLER
Mineral filler, if required, shall be any recognized brand of non-air entrained Portland cement or hydrated lime that is free from lumps. It may be accepted upon visual inspection. The type and amount of mineral filler needed shall be determined by a laboratory mix design and will be considered as part of the aggregate gradation. An increase or decrease of less than one (1%) may be permitted when the MicroSurfacing is being placed if it is found to be necessary for better consistency or set times.

WATER
The water shall be potable, free of harmful soluble salts or reactive chemicals and any other contaminants.

ADDITIVES
Additives may be added to the emulsion mix or any of the component materials to provide the control of the quick-traffic properties. They must be included as part of the mix design and be compatible with the other components of the mix.

LABORATORY EVALUATION
Before the work commences, the Contractor shall submit a certified mix design for the project signed by the Contractor, covering the specific materials to be used including laboratory report of testing performed for compliance with the specifications.

MIX DESIGN
The Contractor shall submit for approval of the Engineer a complete mix design prepared and certified by a laboratory. Compatibility of the aggregate, polymer-modified emulsion, mineral filler, and other additives shall be verified by the mix design. The mix design shall be made with the same aggregate gradation that the contractor will provide on the project. Recommended tests and values are as follows:

5.21 ISSA TEST NO. DESCRIPTION SPECIFICATIONS
ISSA TB-139

WET COHESION
@ 30 Minutes Minimum (Set)
@ 60 Minutes Minimum (Traffic)
12 kg-cm Minimum
20 kg-cm Minimum or Near Spin
ISSA TB-109 Excess Asphalt by LWT Sand Adhesion
50 g/ft2 Maximum
(540) g/m2 Maximum)
ISSA TB-114 WET STRIPPING Pass (90° Minimum)
ISSA TB-100

WET TRACK ABRASION LOSS
One-hour Soak
Six-day Soak
50 g/ft2 (538 g/m2) Maximum
75 g/ft2 (807 g/m2
) Maximum
ISSA TB-147

LATERAL DISPLACEMENT
Specific Gravity after 1,000 Cycles of
25 pounds (11.34 kg)
5% Maximum

2.10 Maximum
ISSA TB-144 CLASSIFICATION COMPATIBILITY 11 Grade Points Minimum ISSA TB-113 Mix Time @ 77°F (25°C) Controllable to 120 Seconds Minimum

COMPONENT MATERIALS LIMITS
Residual Asphalt 5.5 to 10.5% by dry weight aggregate
Mineral Filler 0.0 to 3% by dry weight of aggregate

5.22 Polymer-Based Modifier Minimum of 2.5% solids based on bitumen weight content Additives As needed
Water As required to produce proper mix consistency

RATE OF APPLICATION
The Micro-Surfacing mixture shall be of the proper consistency at all times, so as to provide the application rate required by the surface condition. The average single application rate shall be in accordance with the following table:

AGGREGATE TYPE

SUGGESTED APPLICATION RATE

DRY POUNDS PER YARD
Type 2
Type 3𝑎𝑎
Type 3𝑏𝑏
10-20 lb/yd2 (5.4-16.3)( kg/m2)
20-32 lb/yd2
(10.9- 17.3)( kg/m2)
30-32 lb/yd2 (16.3- 17.3)( kg/m2)
𝒂𝒂𝑶𝑶𝑶𝑶𝑶𝑶𝑶𝑶 𝒂𝒂𝒂𝒂𝒂𝒂𝒂𝒂𝒂𝒂𝒂𝒂𝒂𝒂 𝒄𝒄𝒄𝒄𝒄𝒄𝒄𝒄 𝒑𝒑
𝒃𝒃𝑶𝑶𝑶𝑶𝑶𝑶𝑶𝑶 𝒄𝒄𝒄𝒄𝒄𝒄𝒄𝒄 𝒑𝒑 𝒂𝒂 𝒂𝒂 𝒄𝒄𝒄𝒄𝒄𝒄𝒄𝒄 𝒃𝒃 𝒃𝒃 𝒃𝒃 𝒅𝒅
Within 2 hours after placement, micro-surfacings must be set enough to allow traffic without pilot cars.

Protect the micro-surfacings from damage until it has set and will not adhere or be picked up by vehicle tires. Micro-surfacings must not exhibit distress from traffic such as bleeding, raveling, separation or other distresses

EQUIPMENT AND USE
All equipment, tools, and machines used in the performance of this work shall be maintained in satisfactory working condition at all times to ensure a high-quality product.

5.23 PROPORTIONING DEVICE
Individual volume or weight controls for proportioning each material to be added to the mix (i.e. aggregate, mineral filler, emulsified asphalt, additive, and water) shall be provided and properly marked.

These proportioning devices are used in equipment calibration and in determining the material output.

SPREADING EQUIPMENT
The mixture shall be agitated and spread uniformly in the surfacing box by means of twin-shafted paddles or spiral augers fixed in the spreader box. At the discretion of the Engineer, a non-auger baffle box may be used. A front seal shall be provided to insure no loss of the mixture at the road contact point. The rear seal shall act as a final strike-off and shall be adjustable. The spreader box and rear strike-off shall be so designed and operated that a uniform consistency is achieved to produce a free flow of material to the rear strike-off. The spreader box shall have suitable means provided to side shift the box to compensate for variations in the pavement geometry.

SECONDARY STRIKE-OFF
At the discretion of the Engineer, a secondary strike-off shall be provided if it improves the surface texture.

ROLLER
The Micro surface shall be rolled after the surfacing coat has cured sufficiently so as not to pick up on the vehicle tires, but not more than 24 hours after placement. The rollers shall be 6 to 7 ton non ballasted one to 2 passes at a slow speed self-propelled pneumatic rollers, with tire pressure of 50 psi and a water spray system. There shall be a minimum of two operating rollers on the same newly constructed surface, tandem rolling, during the compaction rolling process. The micro-surfacing coat shall be given a minimum of two complete passes with the roller or until the material is compacted with a uniform surface.

5.13 TRAFFIC CONTROL, DETOURS, AND ACCESS
A. GENERAL
Reference is made to Section 7-10 of the Standard Specifications.

The Contractor shall maintain traffic as required by the permits to be obtained by the Contractor, in conformance with the provisions in the Specifications, and as directed by the Engineer. It shall be the Contractor's responsibility to provide for the convenience and safety of the public and public traffic in connection with construction operations. Traffic control shall be furnished, provided and maintained by the Contractor at all times throughout the life of the Contract.

The Contractor shall secure the site of work at all times. Children shall not be allowed in or along the area of the work, on spoil piles or at other unsuitable locations within the work.

The Contractor shall so conduct construction operations as to cause the least possible obstruction and inconvenience to public traffic and abutting property owners (or tenants), and shall have under construction no greater length or amount of work than can be properly prosecuted with due regard to the rights and safety of the public. Unless other existing streets are designated on the Plans or by the Engineer to be used as detours, all traffic shall be permitted to pass through the work. Residents along

5.24 the work area shall be provided passage as far as practicable, as determined by the Engineer. Convenient access to driveways, houses and businesses along the road, street, alley, right-of-way, or other work area shall be maintained; temporary trench or pipe crossings shall be provided and maintained in good condition as required to provide such access. No more than one cross or intersecting street or road shall be closed at any one time in any one general area of the work without the approval of the Engineer.

The Contractor shall keep all Fire Departments, Police and Sheriff's Departments, ambulance companies, public transportation, and school districts informed at all times as to the exact location and progress of the work and shall notify them immediately of any streets closed to traffic or impassable for fire fighting, safety equipment, public transportation or school buses. At least 48 hours in advance of beginning work in any street, alley, or other public thoroughfare, the Contractor shall notify the Engineering department and any other jurisdictional agencies involved and comply with their requirements regarding traffic control and public convenience and safety. Such notifications shall include the name and telephone number of a responsible person who may be contacted at any hour in the event of a condition requiring immediate correction.

B. CONTRACTOR'S TRAFFIC CONTROL PLAN
A minimum of seven (7) working days in advance of commencing construction on the project, the Contractor shall submit detailed traffic control plans, including any proposed detours, to the Engineer and the City Traffic Engineer for review. The Contractor shall obtain the approval of such plans, and any required modifications thereto, by the Engineer and the City Traffic Engineer prior to the implementation of any traffic control measures and the commencement of any work requiring traffic control.

C. CONSTRUCTION SIGNING AND DELINEATION
The construction area shall be signed by the Contractor in accordance with the latest edition of the California Manual on Uniform Traffic Control Devices (California MUTCD). Signs in place during hours of darkness shall be reflectorized for nighttime visibility in conformance with the provisions in the California MUTCD. Compliance with the provisions in the California MUTCD shall be considered as a minimum requirement and it shall be the responsibility of the Contractor to provide additional safety devices when necessary to maintain a safe condition. Nothing in the Specifications is to be construed as to reduce the minimum standards in the California MUTCD.

All cones, pylons, barricades or posts used in the diversion of traffic shall be provided with flashers or other satisfactory illumination if in place during hours of darkness.

The signing, barricading, and diverting of traffic shall be subject to the approval of the various authorities with jurisdiction over such public streets. The Contractor shall maintain a 24-hour emergency service to remove, install, relocate, and maintain warning devices and shall furnish to the authority, names and telephone numbers of persons responsible for this emergency service. In the event these persons do not promptly respond or the authority deems it necessary to call out other forces to accomplish emergency service, the Contractor will be held responsible for the cost of such emergency service.

Suitable advisory signs shall be furnished and maintained by the Contractor, as approved by the Engineer, to advise motorists of scheduled operations or detours that may delay or block traffic in specific areas at specific times.

Suitable advisory signs shall also be furnished and maintained by the Contractor, as approved by the Engineer, to advise motorists of the alternate routes of access to commercial businesses along the work,

5.25 and to the fact that said businesses remain open during construction. Such signs shall be of suitable size, design and number, to adequately inform the public of the available route(s) of access to the affected businesses, and shall be placed so as to provide such information to vehicles approaching a particular commercial establishment from any direction along public streets. Contractors on adjacent construction units of this project shall coordinate said signs between said construction units to accomplish adequate public notification for this purpose. The proposed size and wording of the signs, and their proposed placement locations and sequencing, shall be submitted to the Engineer, and approval gained therefor, prior to commencing work on this project.

High level warning is to be used in advance of the project along with the normal construction signs. All signing shall conform to the provisions in the California MUTCD. All signing shall be of standard size, shape and color. Non-standard signs, such as black on yellow "No Left Turn" signs will not be allowed. When a regulatory sign is used to prohibit a vehicular movement, 2 signs shall be used. Example: To prohibit left turns, one sign shall be at the intersection and another 100' to 200' back from the intersection. A complete detailed description of traffic control signs can be found in the California MUTCD.

Where traffic is to be moved out of its normal position, the Contractor shall furnish and maintain lighted arrow boards as required.

Surface mounted channelizers shall be furnished and placed, maintained, and later removed, to separate opposing traffic, as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer. Channelizers shall be, at the Contractor's option, one of the following types, or approved equal:

TYPE MANUFACTURER OR DISTRIBUTOR
Safe-Hit SH236SMA Safe-Hit Corporation
930 W. Winton Ave., Building #11
Hayward, CA 94545
Carsonite "Super Duck" SDF-436 Carsonite International Corp. 2900 Lockheed way
Carson City, NV 89701
Repo "The Replaceable Post" Pacific Autopost, Inc.

P.O. Box 4321
Laguna Beach, CA 95652-4321
Channelizer posts shall be orange in color.

Channelizer bases shall be applied only on a clean, dry surface during periods when the pavement and the air temperature is above 32°F and when the relative humidity is 80% or less. Channelizer bases shall be cemented to the pavement in accordance with the requirements in the first paragraph of Section 85-1.06, "Placement," of the State Standard Specifications.

Channelizers shall be placed uniformly, straight when on tangent alignment and on a true arc when on curved alignment. All layout work to place the channelizers to the proper alignment shall be performed by the Contractor.

Channelizers that are damaged from any cause, during the progress of the work, shall be repaired by and at the expense of the Contractor. Channelizer posts that are displaced or fail to remain in an upright

5.26 position from any cause, during the progress of the work, shall be replaced immediately by the Contractor to their original locations. Replacement channelizer posts need not be new provided such used material, as determined by the Engineer, is not damaged and is suitable for the purpose intended.

When no longer required for delineation, as determined by the Engineer, channelizers, including bases, shall be removed by the Contractor. Care shall be exercised in the removal of the bases so as to prevent damage to the pavement. Any void left in the pavement, over 1/4 inch depth, as a result of the removal of the bases, shall be repaired by and at the expense of the Contractor.

Existing striping and road stencil work which conflicts with detour layout shall be blacked out with approved black paint. Conflicting signs shall be temporarily covered. Upon completion of the work in the area, such modifications shall be returned to their original state. All of these operations shall be the responsibility of the Contractor.

D. PERMANENT TRAFFIC CONTROLS
All existing permanent traffic control signs, barricades, and devices shall remain in effective operation, unless a substitute operation is arranged for and approved as a portion of the detailed traffic control plan specified above.

E. PEDESTRIAN WALKWAYS
A minimum of one 4-foot-wide pedestrian walkway shall be maintained and safely delineated along each public street at all times during construction. Contractor shall submit a Pedestrian Walkway Plan for approval by the Engineer.

The Contractor shall maintain pedestrian crossings at signals with adequate visibility for approaching traffic.

Pedestrian crossings of the work shall be provided and maintained by the Contractor at intervals not exceeding 300 feet, unless otherwise approved by the Engineer.

All pedestrian walkways and crossings, whether temporary or permanent, shall be compliant with the Americans with Disabilities Act.

F. ACCESS TO ADJACENT PROPERTIES
Prior to restricting normal access from public streets to adjacent properties, the Contractor shall notify each property owner or responsible person, in writing, providing information as to the nature of the access restriction, the approximate duration of the restriction, and the best alternate access route for that particular property. Such notification shall be made 48 hours in advance of said restriction. A copy of said notification shall be submitted to the Engineer.

Access, as determined by the Engineer, from public streets to all adjacent properties shall be maintained by the Contractor at all times during the construction. During working hours, pedestrian access to homes, churches, businesses, and access to neighborhoods, although at times inconvenient, shall be maintained.

During non-working hours, convenient access shall be restored. Such access may be provided by means which may include, but not be limited to, steel plates, steel ramps, etc.

Vehicular access shall be maintained by the Contractor at all times to the following:

1. All commercial establishments.

5.27 2. Madera Unified School District – Schools and Student Transportation Facilities

3. Solid Waste Operations Within the City Limits

4. All active agricultural operations.

Such access shall be provided by alternate use of multiple access points, if available, or by construction of a temporary access as necessary, which may include, but not be limited to, steel plates, steel ramps, etc.

Where interruptions to access are allowed, every effort shall be made to restore the access at the earliest possible time. Access along the street shall be provided at all times for emergency vehicles.

Where adequate room is not available in the street for temporary storage of trench spoil, such material shall be removed from the street to a site obtained by the Contractor, and then returned to the trench for backfill. Full compensation for such removal and replacement shall be included in the amount bid for the various items requiring excavation and no separate payment shall be made therefor.

Safe, adequate, continuous and unobstructed pedestrian and vehicular access shall be maintained to all fire hydrants along the work.

The Contractor shall cooperate with the various parties involved in the delivery of mail, the collection and removal of trash and garbage, and the bus or van transportation of students to and from schools, to maintain existing schedules for these services. When so directed by the Engineer, the Contractor shall maintain, or provide for temporary relocation of, existing public transportation stops.

G. RESTRICTIONS ON TIMES WHEN CONSTRUCTION MAY OCCUR
Where shown on the Plans or the Contractor’s traffic control plans as approved by the Engineer, or required by the Specifications, work at various locations shall be restricted to certain hours of the day or night.

If the Contractor fails to complete operations within the restrictions set forth, or commences work prior to the allowable time period, the Contractor shall pay to the City a liquidated damage of fifty dollars ($50.00) for each half hour, or portion thereof, which elapses within said restricted period in violation of this restriction. Such liquidated damages shall be deducted from any monies due or to become due the Contractor and are in addition to any liquidated damages specified in the Contract Documents.

5.14 CLEARING AND GRUBBING
“Clearing and Grubbing” shall consist of the removal and disposal of trees, roots, stumps, limbs, buried logs, wood, lumber, existing turf, buried trash, trash piles, vegetation to be removed, irrigation pipe and risers, standpipes, structures, pipes, debris, temporary detour improvements, removal and salvaging of existing signs, and any other obstructions and objectionable material within the limits of the work which are encountered during excavation for, and installation of the proposed improvements.

Existing roadside signs that interfere with construction, or are shown on the Plans as to be removed, shall be removed and disposed of, except that sign panels shall be salvaged. Existing roadside signs shall not be removed until replacement signs have been installed or until the existing signs are no longer required for the direction of public traffic, unless otherwise directed by the Engineer. Concrete sign post foundations shall be removed and disposed of, and the resulting holes shall be backfilled and compacted with material equivalent to the surrounding material.

5.28 The Contractor shall protect existing utility poles, scheduled for removal upon completion of undergrounding of utilities, for duration of the project or until they are removed by the various utilities.

Existing pipe (including casing pipe), drainage inlets, and manholes, where shown on the Plans to be removed, shall be completely removed and disposed of. Frames, covers, and grates shall be removed and salvaged.

Removed materials shall be disposed of outside the highway right-of-way as provided in Section 17-2.03, "Disposal," of the State Standard Specifications.

Full compensation for conforming to the requirements of this section shall be considered as included in the contract unit prices paid for the various contract items of work, and no separate payment will be made therefor.

5.15 CLEARING AND GRUBBING (CONCRETE & ASPHALT CONCRETE) “Clearing and Grubbing” shall consist of the removal and disposal of concrete curb and gutter, concrete sidewalk, asphalt concrete, sawcutting of concrete or asphalt concrete as required, and any other obstructions and objectionable material within the limits of the work which are encountered during excavation for, and installation of the proposed improvements.

Concrete, where shown on the Plans to be removed, shall be removed as provided in Section 15-1.03B, “Removing Concrete,” of the State Standard Specifications. Broken concrete resulting from the removal of existing concrete curbs and other concrete items shall be removed.

Removed materials shall be disposed of to an approved site provided in Section 17-2.03D, "Disposal," of the State Standard Specifications.

Full compensation for clearing and grubbing, including curb, curb and gutter, sidewalk, and driveway, shall be considered as included in the contract unit prices paid for various contract items of work, and no separate payment will be made therefor.

5.16 CLEARING AND GRUBBING (PAVEMENT STRIPING AND MARKINGS) Wet sandblasting is not allowed for any pavement striping and markings removal

5.17 ADJUST EXISTING FACILITIES TO FINISH GRADE
The work to be done consists, in general, of adjusting existing sewer or storm drain manhole(s) cover and frame and install concrete collar, water valves (box, sleeve and concrete collar) to finished grade, including but not limited to all piping, connections, fittings, sewage handling, safety and shoring, trenching, backfill, compaction, watering, dust control, pressure and leakage tests, compaction tests, clean-up, and all appurtenances all in accordance to these Plans and Specifications.

Frames and covers of existing manholes, cleanouts, water valves, or other facilities shall be adjusted to grade as provided in Section 15, "Existing Facilities," of the State Standard Specifications and as specified in the City of Madera Standard Drawings and Plans.

5.29 Existing water meters shall be relocated as provided in Section 15, "Existing Facilities ," of the State Standard Specifications.

Broken concrete or other materials resulting from the adjustment or relocation of existing highway facilities shall be removed. Removed materials shall be disposed of outside the road right-of-way as provided in Section 17-2.03D, "Disposal," of the State Standard Specifications.

5.18 REMOVE EXISTING STREET PAVEMENT AND BASE
Attention is directed to Section 39-3.05, " Remove Base and Surfacing,” of the State Standard Specifications and these Special Provisions

5.19 EARTHWORK
Earthwork shall conform to the provisions in Section 19 of the Standard Specifications and these Special Provisions.

In addition to the foregoing requirements, all material placed within the upper 18 inches of subgrade below pavement sections shall have an R-value of at least 50. The existing soil has a R-Value range of 35 to 63 and may be used as trench backfill and for final subgrade.

The depth of 95 percent relative compaction as provided for in the second paragraph of Section 19-5.03 “Relative Compaction (95 Percent)” of the State Standard Specifications is hereby changed to 6 inches below the grading plane for the entire width of new pavement and curb and gutter.

Surplus or unsuitable excavated material other than removed pavement shall become the property of the Contractor and shall be disposed of outside the highway right-of-way in accordance with the provisions in Section 19-2.03Bof the State Standard Specifications.

5.20 SAWCUTTING
Sawcutting shall consist of sawing either Portland cement concrete or asphalt concrete to a minimum depth of 2 inches with an abrasive type saw, to the lines shown on the plans and as directed by the Engineer.

The Contractor shall protect all sawcut edges from damage. Should any sawn edge become damaged, the Contractor shall re-saw the edge at his expense.

Full compensation for sawcutting, including protecting the sawed edge, shall be considered as included in the contract prices paid for the items for which sawcutting is required, and no additional payment will be made therefore.

5.21 AGGREGATE BASE
Aggregate base shall be Class 2, 3/4 inch maximum, and shall conform to the provisions in Section 26, “Aggregate Bases,” of the State Standard Specifications and these Special Provisions.

5.30 Recycled aggregate base shall conform to the provisions in Section 12-5, “Use of Recycled Materials,” of the City Standard Specifications. Recycled aggregate base (source) shall be tested or have been tested within the last 60 days.

5.22 ASPHALT CONCRETE
Asphalt concrete shall be Type A and shall conform to the provisions in Section 39, “Asphalt Concrete,” of the State Standard Specifications and these Special Provisions. RAP hot-mix-asphalt is not allowed.

The aggregate for the 0.20 foot lower course shall conform to the grading specified for the ¾ inch maximum, medium grading and the aggregate for the 0.20 foot upper course shall conform to the grading specified for the ½ inch maximum, medium grading. The aggregate for Miscellaneous Asphalt Concrete shall be ½ inch maximum medium grading.

The asphalt binder shall be PG 64-10 or as directed by the Engineer.

A paint binder (tack coat) of mixing type emulsion shall be applied between the layers of asphalt concrete at the rate of 0.02 to 0.10 gallon per square yard of the surface to be covered. The exact rate will be determined by the Engineer. The paint binder shall comply with the requirements in Section 39-2.01B(10), “Tack Coat” of the State Standard Specifications.

A Fog Seal Coat, SS1H or approved equal shall be applied to the new asphalt concrete pavement at the rate of 0.05 to 0.10 gallon per square yard, as directed by the Engineer, and shall conform to the provisions in Section 37 of the State Standard Specifications. The Fog Seal Application shall be applied within seven (7) days after asphalt concrete paving is completed.

New Asphalt Concrete to receive Slurry Seal or Micro Surfacing does not require Fog Seal Coat.

The payment for furnishing and applying the paint binder and fog seal coat shall be included in the bid item for asphalt concrete and no separate payment will be made therefor.

The mix design shall be approved by the Engineer prior to ordering any asphalt concrete mix. A selfpropelled paving machine is required for this work; no exceptions.

A minimum of one steel-tired, 2-axle tandem roller weighing not less than 8 tons, nor more than 10 tons shall be used for each asphalt paver to compact Open Graded asphalt concrete, and a minimum of 3 rollers consisting of the following shall be used for each asphalt paver to compact all other asphalt concrete and asphalt concrete base:

1. One steel-tired roller weighing not less than 8 tons;

2. One steel-tired, 2-axle or 3-axle tandem or 3-wheel roller weighing not less than 12 tons and

3. One pneumatic-tired roller.

Initial or breakdown compaction shall consist of 3 coverages of a layer of asphalt mixture and shall be performed with a 2-axle or 3-axle tandem or a 3-wheel roller weighing not less than 12 tons. Where the thickness of the layer of asphalt mixture is less than 0.15-foot, fewer coverage than specified above may be ordered by the Engineer, if necessary, to prevent damage to the layer being compacted. The initial or

5.31 breakdown compaction shall be followed immediately by additional rolling consisting of 3 coverage with a pneumatic-tired toller. Coverage with a pneumatic-tired roller shall start when the temperature of the mixture is as high as practicable, preferably above 180 F, and shall be completed while the temperature is at or above 150F.

Each layer of asphalt concrete and asphalt concrete base shall be compacted additionally without delay by a final rolling consisting of not less than one coverage with a steel-tired roller weighing not less than 8 tons. Except as otherwise provided for low rates of production, a separate finish roller will be required.

Preliminary testing for compaction shall be required. Lab shall be present for compaction testing of new AC pavement. Paint binder cost shall be included in this bid item.

Streets to be overlaid shall not be scheduled on garbage pick-up days.

5.23 MISCELLANEOUS CONCRETE CONSTRUCTION
Concrete curb and gutter, concrete curb, terminal sections, concrete ramps, concrete sidewalk, concrete valley gutters, and concrete sidewalk curb shall conform to the details on the Plans, the provisions in Section 14 of the Standard Specifications, Standard Drawings ST-1, ST-13A, and ST-13B, with the exception that all concrete items shall be Class 2 with 590 pounds of cementatious material per cubic yard of concrete and these Special Provisions.

Curb and gutter and private drive approaches shall be constructed such that each residence shall not be denied access to private driveways for more than five calendar days including all curing time.

The locations of the concrete sidewalk curbs shown on the Plans are locations where concrete sidewalk curbs are expected to be required. However, the actual locations may vary depending on actual field conditions. The height of the concrete sidewalk curbs will vary as required to match both the existing and proposed improvements at the back of the new sidewalk.

The contract unit prices paid for miscellaneous concrete construction items shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all of the work involved in miscellaneous concrete construction, complete in place, including excavation and backfill, subgrade preparation, and curing, as shown on the Plans, as specified in the Standard Specifications and these Special Provisions, and as directed by the Engineer.

5.24 SURVEY MONUMENTS
Survey monuments shall be constructed in conformance with the provisions in Section 78-2, "Survey Monuments", of the State Standard Specifications and these Special Provisions.

Monuments shall conform to City of Madera Standard Drawing E-1, except that concrete shall be Class 2.

The Contractor shall furnish and install all materials, including the bronze survey monument.

The locations where the monuments shall be constructed are shown on the Plans. The exact location of each monument will be provided to the Contractor by the Engineer, and the Contractor shall stake out and construct the monuments in the field.

5.32 5.25 MISCELLANEOUS FACILITIES AND OPERATIONS
This is a lump sum bid for “Miscellaneous Facilities and Operations,” as further described in Section 4 BID ITEM – MISCELLANEOUS FACILITIES AND OPERATIONS.

5.26 PAVEMENT STRIPING AND MARKING
This Work shall consist of furnishing and applying thermoplastic or solvent borne paint traffic stripes (traffic lines) and pavement markings, including glass beads, and furnishing and placing raised pavement markers at the locations and in accordance with the details shown on the Plans or designated by the Engineer, and as specified in these Specifications.

When a AC Removal Grind is specified, removal of existing striping and pavement markings shall not be performed unless otherwise directed by the Engineer.

For the purposes of these Specifications, traffic stripes (traffic lines) are defined as longitudinal centerlines and lanelines which separate traffic lanes in the same or opposing direction of travel, and longitudinal edgelines which mark the edge of the traveled way or the edge of lanes and bicycle lanes. Pavement markings are defined as transverse markings which include, but are not limited to, word and symbol markings, limit lines (stoplines), crosswalk lines, shoulder markings, parking stall markings, and railroad grade crossing markings. Pavement markers are raised pavement markers, reflectorized or nonreflectorized, of the type and color shown on the Plans and/or set forth in the Specifications.

Reference “Section 28 – Traffic Stripes and Pavement Markings” from the City of Madera Standard Specifications: https://www.madera.gov/media/1kdjoqgq/section-28.pdf

5.27 OBJECT MARKERS
Object markers (delineators) shall conform to the provisions in Section 82, "Signs and Markers," of the State Standard Specifications and these Special Provisions.

Retroreflective sheeting for metal and flexible target plates shall be the retroreflective sheeting designated for markers and delineators conforming to the requirements in ASTM Designation: D 4956-95.

5.28 CLEAN-UP
In addition to the requirements of the General Conditions, the Contractor shall remove all excess spoil, dirt, rubble and any other material left over as a result of the work performed. The streets shall be left broomclean upon completion of the work. All excess material shall be disposed of at an approved disposal site.

Full compensation for clean-up shall be considered as included in the prices paid for the various contract items of work and no separate payment will be made therefor.

5.29 TEMPORARY CONCRETE WASHOUT (PORTABLE)
A. GENERAL

1. Summary
This work includes removal and disposal of concrete waste by furnishing, maintaining, and removing portable temporary concrete washouts.

5.33 SWPPP must describe and include the use of a portable temporary concrete washout as a water pollution control practice for waste management and materials pollution control.

2. Submittals
At least 5 business days before concrete activities start, submit:
a. Name and location of off-site concrete waste disposal facility to receive concrete waste b. Copy of permit issued by RWQCB for off-site commercial disposal facility c. Copy of license for off-site commercial disposal facility d. Copy of permit issued by state or local agency having jurisdiction over disposal facility if disposal site is located outside of the State of California e. Notification to City Engineer for relocation of disposal facility.

3. Quality Control and Assurance
Retain and submit records of disposed concrete waste including:
a. Weight tickets
b. Delivery and removal of temporary concrete washouts
B. MATERIALS

1. Portable Temporary Concrete Washout
Portable temporary concrete washout must:
a. Be a commercially available watertight container.
b. Have sufficient capacity to contain all liquid and concrete waste generated by washout activities without seepage or spills.
c. Have at least 55-gallon capacity.
d. Be labeled for the exclusive use as a concrete waste and washout facility. Stencil "Concrete Waste material" in 3-inch high letters on white background. Top of stenciling must be 12 inches from the top of the container.

2. Concrete Washout Sign
Concrete washout sign must comply with the provisions in Section 12-3.06B, "Portable Signs" of the Standard Specifications and:
a. Be approved by the Engineer
b. Consist of base, framework, and sign panel
c. Be made of plywood
d. Be minimum 2' x 4' in size
e. Read "Concrete Washout" with 3 inches high black letters on white background C. CONSTRUCTION

1. Placement
Place portable temporary concrete washouts at job site:

5.34 a. Before concrete placement activities start
b. In the immediate area of concrete work as approved by the Engineer c. No closer than 50 feet from storm drain inlets, open drainage facilities, ESAs, or watercourses
d. Away from construction traffic or public access areas Install a concrete washout sign adjacent to each portable temporary concrete washout location.

2. Operation
Use portable temporary concrete washouts for:
a. Washout from concrete delivery trucks
b. Slurries containing portland cement concrete or hot mix asphalt from sawcutting, coring, grinding, grooving, and hydro-concrete demolition
c. Concrete waste from mortar mixing stations
Relocate portable temporary concrete washouts as needed for concrete construction work.

Replace portable temporary concrete washouts when filled to capacity. Do not fill higher than 6 inches below rim.

Your WPC Manager must inspect portable temporary concrete washouts:
d. Daily if concrete work occurs daily
e. Weekly if concrete work does not occur daily

3. Maintenance
When relocating or transporting a portable temporary concrete washout within the job site, secure it to prevent spilling of concrete waste material. If any spilled material is observed, remove spilled material and place it into portable temporary concrete washout.

4. Removal
Dispose of concrete waste material at a facility specifically licensed to receive solid concrete waste, liquid concrete waste, or both. When portable temporary concrete washout is full, remove and dispose of concrete waste within 2 days.

July 2022

APPENDIX A

CITY WASTE PICKUP SCHEDULE

July 2022

July 2022

APPENDIX B

DEBRIS MANAGEMENT REPORT

July 2022

APPENDIX C

CITY WATER REQUIREMENTS

CONSTRUCTION WATER METER RENTAL
In order to rent a construction water hydrant meter the following criteria needs to be met:

1. Your project must be within the Madera city limits. Please contact City of Madera – Public Works Dept @ (559) 661-5466 to confirm criteria for this item is met.

2. Your company must have a current City of Madera business license and provide verification of same. If your company needs to obtain a City of Madera business license, please contact Brandi Garcia – City Finance Dept, BL Div @ (559) 661-5408 for further information & fees.

A Construction Water Meter application can be completed (highlighted sections only) using the form provided below and then submitting it to the Public Works Dept along with the following fees. If you are not sure of the meter “location” it can be filled in before we actually set the meter. The meter deposit is $1,700.00 + a meter set fee of $76.41 for a total initial cost of $1,776.41. If paying by check please make it payable to: City of Madera. The Contractor will only be responsible for the meter deposit fee. All other fees will be covered by the City.

Please note there is a 24-hour notice requirement for setting a construction water meter.

The City of Madera - Public Works Dept Office is located @ 1030 S. Gateway Drive, Madera, CA 93637. The office is open M-F from 7:00am to 4:00pm. The City Finance Dept window is open from 9:00am to 4:00pm.

Water is calculated @ $0.86 / 100 cubic feet of water used, $23.55 monthly service charge, and $1.00/day meter rental. There is a charge of $76.41 if the contractor requests the meter be relocated at any time during their meter rental period. Additionally, there is a $60.00 idle assigned meter charge if the contractor does not use any water during the rental month.

Our Water Maintenance personnel read the active construction water meter rentals each month around the 21st, I then prepare the charges and submit them to our Finance Dept who will mail out the invoice.

Once your company is finished with the construction water meter, simply call Public Works and we will request the meter be read and picked up. Any final charges and/or refunds of the deposit will then be issued from the City Finance Department.

REV. 7/8/15 IV
To: Finance Department Finance Acct. #:

From: Public Works Business License Acct. #:

Date:

Subject: Temporary Water Meter Application and Usage Report Billing Period:

Contractor:

Contact: Phone:
$1,700.00 Deposit Paid (Account 2680-9515)
Return Deposit to Contractor
Retain Deposit for Future Use
Meter Number: Location: ______________________________________________ Meter Set Date: _______________________ Meter Removal Date: ____________________________________ Backflow Test Results:

Initial
Beginning Meter Reading: Date:

Monthly/Final Reading: Date:

Below this Line for Finance Use Only
Convert from
Gals. To Cubic Usage: 0 / 7.489 = 0 Cubic Feet
0 x 0.86 = $0.00
Uniform Monthly Service Charge: $23.55
*Total Monthly Charge:
*Total Monthly Charge: WAUSE $0.00
AMORT $0.00
SET $76.41
SET $0.00
Account 2620-8220 ($60.00) $0.00
Total Amount Due CHECK # $1,776.41
NOTICE: City of Madera Policy is to lock the industrial water meter onto the hydrant at the specified location. Once the meter is locked onto the hydrant it is not to be moved by the contractor. Contractors are held responsible for meters. If the meter is damaged, lost or stolen, the contractor will be charged for repair and/or replacement of the meter.

CONTRACTORS MAY REQUEST THAT CITY RELOCATE CONSTRUCTION METER TO A NEW JOB SITE LOCATION WITHIN THE CITY.

THE CURRENT RELOCATION FEE WILL BE CHARGED FOR THIS SERVICE. ALL METER SET REQUESTS (INCLUDING RELOCATIONS) REQUIRE A 24/HR. ADVANCE NOTICE. CALL PUBLIC WORKS: (559) 661-5466. TO INSURE METER SAFETY THE CONTRACTOR IS ENCOURAGED TO ADD HIS OWN LOCK TO THE HYDRANT. (REV. 7-08-14 iv) Cubic Feet Divided by 100:

Account 2620-8206
Amortization Fee: Account 2620-8220 ($1/day)
Meter Set Fee: Account 2620-8221 ($76.41)
Meter Relocation Fee: Account 2620-8221 ($76.41)
Idle Assigned Meter Chg:

Serial #

July 2022
Appendix D

MID VALLEY DISPOSAL RATES

MID-VALLEY DISPOSAL RATES

APPENDIX E

RESERVED

APPENDIX F

RESERVED

APPENDIX G

FUNDING SIGN
%
´
´
´
´
´
´
´
´
´
´
´
´
´

YOUR TAX DOLLARS AT WORK

REBUILDING CALIFORNIA
´
$
´ ´ ´
2” ´ 2” ´ 2” ´ 2”
67$7(2)&$/,)251,$'(3$570(172)75$163257$7,21
8/9/19
NOTES:

1. Provided dimensions are for the 132”x78” sign panel.

For the 96”x60” sign panel, multiply each horizontal dimension of the 132“x78” sign panel by approximately 0.728 and each vertical dimension by approximately 0.769. Adjust spacing as needed.

For the 48”x30” sign panel, multiply each horizontal dimension of the 132”x78” sign panel by approximately 0.364 and each vertical dimension by approximately 0.385. Adjust spacing as needed.

2. Use when the project involves Senate Bill 1 funds.

COLORS: LEGEND - BLACK (ARIAL BOLD ITALIC IN HEADER)

BACKGROUND - WHITE AND FLUORESCENT ORANGE
SENATE BILL 1 LOGO - CMYK COORDINATES FOR SB1 LOGO ARE AS FOLLOWS:

BROWN (C 80%, M 80%, Y 80%, K 20%), LIGHT CREAM (C 0%, M 2%, Y 7%, K 0%), BLUE (C 75%, M 23%, Y 1%, K 0%), GREEN (C 90%, M 20%, Y 80%, 0%), YELLOW GOLD (C 0%, M 38%, Y 85%, K 4%), RED (C 16%, M 84%, Y 65%, K 3%) BE WORK ZONE ALERT RIBBON: PANTONE #299 BLUE AND ORANGE SEE VECTOR GRAPHIC FILES FOR SB1 LOGO AND BE WORK ZONE ALERT GRAPHIC

ALL COLORS TO BE RETROREFLECTIVE, EXCEPT FOR BLACK
&
&$

A
132 78

ENGLISH UNITS
96 60
B
48 30
&/
´

USE THIS SIZE

USE THIS SIZE
Madera HANFORD FRESNO CHOWCHILLA Location Map COALINGA Madera LOS BANOS BAKERSFIELD DELANO VISALIA TULARE PARLIER S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-99 & R-79 COVER 080726 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/17/2026 5:34 PM FY24 REHAB. AND RECONSTRUCTION - CITY PROJECT NO. R-000099 2020-21 SB-1 (RMRA) SEALS AND OVERLAYS - CITY PROJECT NO. R-000079 COVER GI D AC 48 HOURS BEFORE EXCAVATING CALL "U.S.A." TOLL FREE 800 227-2600 UNDERGROUND SERVICE ALERT CITY OF MADERA CALIFORNIA FY24 REHAB. AND RECONSTRUCTION CITY PROJECT NO. R - 000099 2020-21 SB-1 (RMRA) SEALS AND OVERLAY CITY PROJECT NO, R-000079 GENERAL NOTES: Vicinity Map SHEET INDEX N.T.S.1 2 4 3 CONTACTS 5 6 7 9 8 10 11 PROJECT R-99 BASE BID SCHEDULE A PROJECT R-79 BASE BID SCHEDULE B 12 14 15 16 17 18 13 8-19-26 LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: 10+00 11+00 12+00 13+00 14+00 15+00 36' 23' 5' 11' 7' 40' 16+00 17+00 18+00 19+00 20+00 20+14 23' 11' 6' 23' 11' 6' MICRO SURFACE TYPE III SEE DETAIL "C" BELOW SECTION A-A CLEVELAND AVENUE STATION 12+92.5 TO STA 15+70 NTS EXISTING ASPHALT PAVEMENT AGG. BASE AND SUBGRADE DIGOUT 0.42' AND REPLACE WITH 0.42' AC WHERE SHOWN ON PLAN MICRO SURFACE TYPE III SEE DETAIL "C" RIGHT SECTION B-B CLEVELAND AVENUE STA. 17+80.5 TO 18+00.9 STA. 18+56.3 TO 18+70.4 STA. 18+97.4 TO 19+24.9 STA. 19+48.6 TO 19+64.2 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE DIGOUT 0.42' AND REPLACE WITH 0.42' AC WHERE SHOWN ON PLAN DETAIL "C" GUTTER LIP NTS TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-99 STREET IMPROVEMENT 2COMBINE 081126 99% AR CITY PROJECT NO. R-00099 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/17/2026 5:35 PM FY24 REHAB. AND RECONSTRUCTION CLEVELAND AVENUE - STA 10+00 TO 20+14 MATCH LINE - STA 15+50 (SEE BELOW LEFT)
MATCH LINE - STA 15+50 (SEE ABOVE RIGHT) CLEVELAND AVENUE - GRIND & REPLACE, MICRO SURFACE TYPE III (SITE 1) STA. 15+70 END TREATMENT STA. 12+92.50 BEGIN TREATMENT AA BB

NORTH D STREET

AUSTIN STREET
NEBRASKA AVE.

DELLAVALLE AVE. STA. 17+80.50 BEGIN TREATMENT STA. 18+56.30 BEGIN TREATMENT STA. 18+97.40 BEGIN TREATMENT STA. 19+48.60 BEGIN TREATMENT STA. 18+00.90 END TREATMENT STA. 18+70.40 END TREATMENT STA. 19+24.9 END TREATMENT STA. 19+64.20 END TREATMENT CLEVELAND AVENUE - GRIND & REPLACE, MICRO SURFACE TYPE III (SITE 1) STA. 19+72 END TREATMENT NOTE: STA. 15+10 8-19-26 WV
WV
WV 24' 47' 10+00 11+00 12+00 13+00 14+00 15+00 26' LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: EXISTING CURB AND GUTTER EXISTING CURB AND GUTTER MICRO SURFACE TYPE III EXISTING CENTERLINE STRIPING SEE DETAIL "C" BELOW SECTION C-C SCHNOOR AVENUE NORTH END OF BRIDGE - STATION 10+00 TO STA 11+40.8 NTS SECTION D-D SCHNOOR AVENUE STATION 13+51.68 TO 14+29.20 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE EXISTING CURB AND GUTTER SEE DETAIL "C" BELOW DIGOUT 0.42' AND REPLACE WITH 0.42' AC WHERE SHOWN ON PLAN MICRO SURFACE TYPE III MICRO SURFACE TYPE III DETAIL "C" GUTTER LIP NTS TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-99 STREET IMPROVEMENT 2COMBINE 081126 99% AR CITY PROJECT NO. R-00099 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/17/2026 5:39 PM FY24 REHAB. AND RECONSTRUCTION SCHNOOR AVENUE - STA. 10+00 TO 15+00 SCHNOOR AVENUE - GRIND & REPLACE, MICRO SURFACE TYPE III - (SITE 2)

BRIDGE (NORTH END)

DUTRA WAY
TREVOR WAY STA. 13+51.68 BEGIN TREATMENT STA. 14+29.20 END TREATMENT CC DD NOTE: STA. 10+00 BEGIN TREATMENT STA. 14+55.90 END TREATMENT MATCH LINE - STA 15+00 (SEE SHEET NO. 4)
8-19-26
15+00
16+00
17+00 18+00 19+00 20+00
21+00 35' 11' 12.5' 5' 11' 7' 11' 5' 17' 46' 5' 5' 20'

9.5' 4' 10.5' 23.5' 24' 24' 4' 4' 8' 49' 5' 11.5' LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: SECTION A-A SCHNOOR AVENUE STATION 15+28 TO 23+39.5 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE EXISTING CURB AND GUTTER SEE DETAIL "C" BELOW DIGOUT 0.42' AND REPLACE WITH 0.42' AC WHERE SHOWN ON PLAN MICRO SURFACE TYPE III DETAIL "C" GUTTER LIP NTS TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III
22+00
23+00
24+00 25+00 24.5' 11.5' 3.5' 5.5'
S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-99 STREET IMPROVEMENT 2COMBINE 081126 99% AR CITY PROJECT NO. R-00099 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/17/2026 5:37 PM FY24 REHAB. AND RECONSTRUCTION SCHNOOR AVENUE - STA. 15+00 TO 25+50 SCHNOOR AVENUE - GRIND & REPLACE, MICRO SURFACE TYPE III - (SITE 2) A
A NOTE:

MATCH LINE - STA 21+50 (SEE BELOW LEFT)
MATCH LINE - STA 21+50 (SEE ABOVE RIGHT)
MATCH LINE - STA 15+00 (SEE SHEET NO. 3)
MATCH LINE - STA 25+50 (SEE SHEET NO. 5)
A
A
DUTRA WAY STA. 20+00.5 BEGIN TREATMENT STA. 15+28 BEGIN TREATMENT STA. 16+11 BEGIN TREATMENT STA. 17+28 BEGIN TREATMENT STA. 17+29.5 END TREATMENT STA. 17+80 END TREATMENT STA. 19+30.4 BEGIN TREATMENT STA. 18+96.45 END TREATMENT STA. 20+52 BEGIN TREATMENT STA. 18+28 BEGIN TREATMENT STA. 19+66 END TREATMENT STA. 22+64.5 END TREATMENT STA. 22+56.5 BEGIN TREATMENT STA. 23+39.5 END TREATMENT SCHNOOR AVENUE - GRIND & REPLACE, MICRO SURFACE TYPE III - (SITE 2) 8-19-26 LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: SECTION E-E SCHNOOR AVENUE STATION 23+39.5 TO 30+70.5 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE EXISTING CURB AND GUTTER SEE DETAIL "C" BELOW MICRO SURFACE TYPE III DETAIL "C" GUTTER LIP NTS TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III 26+00 27+00 28+00 29+00 30+00 31+00 24' 24' 23.5' 55.5' 5' 31+00 32+00 33+00 34+00 35+00 36+00 36+61 MH 45' 24' 34.5' 24' SECTION F-F SCHNOOR AVENUE STATION 31+85.5 TO 35+90 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE EXISTING CURB AND GUTTER SEE DETAIL "C" BELOW MICRO SURFACE TYPE III MICRO SURFACE TYPE III S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-99 STREET IMPROVEMENT 2COMBINE 081126 99% AR CITY PROJECT NO. R-00099 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/17/2026 5:38 PM FY24 REHAB. AND RECONSTRUCTION SCHNOOR AVENUE - STA. 25+50 TO 36+61 SCHNOOR AVENUE - MICRO SURFACE TYPE III - (SITE 2) E
E NOTE:

MATCH LINE - STA 31+00 (SEE ABOVE RIGHT) MATCH LINE - STA 25+50 (SEE SHEET NO. 4) MATCH LINE - STA 31+00 (SEE SHEET BELOW LEFT)

BEECHWOOD WAY
CLEVELAND AVENUE SCHNOOR AVENUE - MICRO SURFACE TYPE III (SITE 2)

CLEVELAND AVENUE
F STA 31+85.5 BEGIN TREATMENTF STA 30+70.5 END TREATMENT STA 35+90 END TREATMENT STA 29+45.2 BEGIN TREATMENT STA 30+01.7 END TREATMENT 8-19-26 MH WV WV WV 10+00 11+00 12+00 13+00 14+00 15+00
33' 15+99 12' 17' 17' 33' 12' 18' 33'
12' 14' 19' 11' 16' 19' 13' 31' 31' LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: SUNRISE AVENUE - SECTION E-E FROM 10+00 TO 15+87.70 TYPICAL SECTION E-E NTS EXISTING CURB AND GUTTER EXISTING CURB AND GUTTER EXISTING ASPHALT AND AGGREGATE BASE GRIND 0.25' AC AND REPLACE 0.25' AC PAVEMENT MICRO SURFACE TYPE II SEE DETAIL "C" BELOW MICRO SURFACE TYPE II DETAIL "C" GUTTER LIP NTS TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-99 STREET IMPROVEMENT 2COMBINE 081126 99% AR CITY PROJECT NO. R-00099 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/17/2026 5:36 PM FY24 REHAB. AND RECONSTRUCTION SUNRISE AVENUE - STA. 10+00 TO 15+99 SUNRISE AVENUE - GRIND & REPLACE, MICRO SURFACE TYPE II (SITE 3)

LILLY STREET
TOZER STREET DRYSDALE WAY EE NOTE: STA. 10+00 BEGIN TREATMENT STA. 15+87.70 END TREATMENT REMOVE AND REPLACE EXISTING CROSSWALK WITH TRIPLE FOUR STYLE CROSSWALK TRAFFIC DETECTION LOOPS TO BE REPLACED 8-19-26 LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: 9+80 10+00
MH
MH11+00 12+00 13+00 14+00 15+00 16+00
MH
WV
MH
MH
WV
WV 48' 48' 24' 24' 24' 24' 24' 24' 16+00 17+00 18+00 19+00 20+00 21+00 22+00 WV
MH
MH 48' 24' 22' 24' 24' 24' 48' 25' 23' 22+00 23+00 23+24 MH
WV
WV
WV
WV 48' 24' 24' ROOSEVELT - SECTION G-G FROM STATION 10+00 TO 23+12 NTS VARIES 24' TO 25' GRIND AND REPLACE 0.25' OVER 0.50' AGG. BASE (STA.16+65 TO 18+60 AND NO MICRO SEAL) SEE DETAIL "C" EXISTING VALLEY GUTTER AT LAKE STREET MICRO SURFACE TYPE III MICRO SURFACE TYPE II OR III DETAIL "C" GUTTER LIP NTS TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-99 STREET IMPROVEMENT 2COMBINE 081126 99% AR CITY PROJECT NO. R-00099 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/17/2026 5:38 PM FY24 REHAB. AND RECONSTRUCTION ROOSEVELT AVENUE - STA. 10+00 TO 23+21.3 LAKE

A STREET
MATCH LINE - STA 16+00 (SEE BELOW LEFT)
MATCH LINE - STA 16+00 (SEE ABOVE RIGHT) ROOSEVELT - GRND & REPLACE, MICRO SURFACE TYPE III (SITE 4) G ROOSEVELT - GRIND & REPLACE, MICRO SURFACE TYPE III (SITE 4) MATCH LINE - STA 22+00 (SEE BELOW LEFT)
LAKE

SUNRISE

A STREET
MATCH LINE - STA 22+00 (SEE ABOVE RIGHT) STA 10+00 BEGIN TREATMENT STA 23+21.3 END TREATMENT STA 16+65 BEGIN TREATMENT STA 18+60 END TREATMENT G ROOSEVELT - MICRO SURFACE TYPE II OR III (SITE 4) NOTE: CROSSWALK SHALL BE ADA ACCESSIBLE AND COMPLY WITH ALL ADA REQUIREMENTS 8-19-26 LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES:

MH 10+00 11+00 12+00 13+00 14+00 15+00 16+00 32' 32' 64' DETAIL "C" GUTTER LIP NTS TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III 16+00 17+00 18+00 19+00 20+00 21+00 22+00 32' 37' 24.5' 31.5' 32.5' 64' 32' EXISTING CURB AND GUTTER EXISTING CURB AND GUTTER MICRO SURFACE TYPE III EXISTING CENTERLINE OF 2 WAY LEFT TURN LANE SEE DETAIL "C" BELOW SECTION G-G COUNTRY CLUB DRIVE STATION 10+90 TO STA 20+84 NTS S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-99 STREET IMPROVEMENT 2COMBINE 081126 99% AR CITY PROJECT NO. R-00099 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/17/2026 5:38 PM FY24 REHAB. AND RECONSTRUCTION COUNTRY CLUB DRIVE - STA. 10+00 TO 22+50

SHERWOOD WAY
MATCH LINE - STA 16+00 (SEE BELOW LEFT)
MATCH LINE - STA 16+00 (SEE ABOVE RIGHT) COUNTRY CLUB DRIVE - MICRO SURFACE TYPE III (SITE 5) MATCH LINE - STA 22+50 (SEE SHEET NO. 9)
SHARON BLVD. STA 10+90 BEGIN TREATMENT NOTE: COUNTRY CLUB DRIVE - MICRO SURFACE TYPE III (SITE 5) F GG GG 8-19-26 LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: DETAIL "C" GUTTER LIP NTS TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III 23+00 24+00 25+00 26+00 27+00 28+00 29+00 12' 25' 66' 44' 30' 77' 38.5' 38.5' 33' 39' 72' 34' 29+00 30+00 31+00 32+00 33+00 34+00 35+00 41' 29' 29' 74' 37' 37' EXISTING CURB AND GUTTER EXISTING CURB AND GUTTER MICRO SURFACE TYPE III EXISTING CENTERLINE OF 2 WAY LEFT TURN LANE SEE DETAIL "C" BELOW SECTION H-H COUNTRY CLUB DRIVE STATION 28+51 TO STA 31+12.5 STATION 33+66.3 TO STA 36+06.75 NTS SEE DETAIL "C" BELOW MH 35+00 36+00 36+25 74'
S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-99 STREET IMPROVEMENT 2COMBINE 081126 99% AR CITY PROJECT NO. R-00099 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/17/2026 5:38 PM FY24 REHAB. AND RECONSTRUCTION COUNTRY CLUB DRIVE - STA. 22+50 TO 35+50 MATCH LINE - STA 29+00 (SEE BELOW LEFT)
MATCH LINE - STA 29+00 (SEE ABOVE RIGHT) COUNTRY CLUB DRIVE - GRIND & REPLACE, MICRO SURFACE TYPE III (SITE 5) MATCH LINE - STA 22+50 (SEE SHEET NO. 8)
CLARK STREET NOTE: COUNTRY CLUB DRIVE - MICRO SURFACE TYPE III (SITE 5)

ADELL STREET
H STA 24+14.5 BEGIN TREATMENTH STA 36+06.75 END TREATMENT STA 24+72 BEGIN TREATMENT TRAFFIC DETECTION LOOPS TO BE REPLACED HH
MATCH LINE - STA 35+00 (SEE BELOW LEFT)
MATCH LINE - STA 35+00 (SEE ABOVE RIGHT) COUNTRY CLUB DRIVE - MICRO SURFACE TYPE III (SITE 5) 8-19-26 LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: DETAIL "C" GUTTER LIP NTS TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III MH
MH 10+00 11+00 12+00 13+00 14+00 15+00 16+00 39' 28' 27.5' WV
WV
WV
WV 34' 30' 30' 28' 30' 18' 4'
WV
WV
WV
MH 17+00 18+00 19+00 20+00 21+00 22+00 23+00 28' 28'
WV
WV
WV30' 39' 44' 30' 12' 14' 13' 4' SECTION F-F LAKE STREET STATION 10+79.3 TO 27+39.78 NTS EXISTING ASPHALT PAVEMENT EXISTING CURB AND GUTTER AND AGGREGATE BASE SEE DETAIL "C" BELOW MICRO SURFACE TYPE III MICRO SURFACE TYPE III SEE DETAIL "C" BELOW GRIND 0.25' AC AND REPLACEWITH 0.25' AC WHERE SHOWN ON PLAN EXISTING CURB AND GUTTER S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-99 STREET IMPROVEMENT 2COMBINE 081126 99% AR CITY PROJECT NO. R-00099 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/17/2026 5:36 PM FY24 REHAB. AND RECONSTRUCTION LAKE STREET - STA. 00+00 TO 23+00 MATCH LINE - STA 16+50 (SEE BELOW LEFT)
MATCH LINE - STA 16+50 (SEE ABOVE RIGHT)LAKE STREET - MICRO SURFACE TYPE III (SITE 6) F
SHERWOOD WAY NOTE: LAKE STREET - MICRO SURFACE TYPE III (SITE 6)

CLARK STREET
F

WESSMITH STREET

JAMES STREET

ASHLAN STREET
MATCH LINE - STA 23+00 (SEE SHEET NO. 11)

ASLAN STREET
F
F STA 10+80.5 BEGIN TREATMENT 28' 30' 29' 30' 28' 12' STA 10+79.3 BEGIN GRIND & REPLACE 14' 8-19-26 LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: DETAIL "C" GUTTER LIP NTS TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III MH 23+00 24+00 25+00 26+00 27+00 28+00 29+00 28' 28' 39' 28' MH 30' 41' 30' 41' 12' 23' 14'
MH 30+00 31+00 32+00 33+00 34+00 35+00 36+00 34' 40' 27.5' 17' WV 41' 32' 17' 32' SECTION F-F LAKE STREET STATION 10+79.3 TO 27+39.78 NTS EXISTING ASPHALT PAVEMENT EXISTING CURB AND GUTTER AND AGGREGATE BASE SEE DETAIL "C" BELOW MICRO SURFACE TYPE III MICRO SURFACE TYPE III SEE DETAIL "C" BELOW GRIND 0.25' AC AND REPLACEWITH 0.25' AC WHERE SHOWN ON PLAN EXISTING CURB AND GUTTER SECTION G-G LAKE STREET STATION 33+46 TO 44+97.5 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE MICRO SURFACE TYPE III EXISTING EDGE OF PAVEMENT MICRO SURFACE TYPE III S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-99 STREET IMPROVEMENT 2COMBINE 081126 99% AR CITY PROJECT NO. R-00099 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/17/2026 5:36 PM FY24 REHAB. AND RECONSTRUCTION LAKE STREET - STA. 23+00 TO 36+00 MATCH LINE - STA 29+50 (SEE BELOW LEFT)
MATCH LINE - STA 29+50 (SEE ABOVE RIGHT)LAKE STREET - MICRO SURFACE TYPE III (SITE 6) F NOTE: LAKE STREET - MICRO SURFACE TYPE III (SITE 6)
F

KENNEDY STREET
MATCH LINE - STA 23+00 (SEE SHEET NO. 10)
G
G

ADELL STREET
G
G
MATCH LINE - STA 36+00 (SEE SHEET NO. 12) STA 33+46 STA 27+39.8 END GRIND & REPLACE 8-19-26 LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES:

WV
WV
WV 36+00 37+00 38+00 39+00 40+00 41+00 42+00 17' 17' 28' 32' 28' 28' 28' WV
MH
WV 43+00 44+00 45+00 46+00 17' 39' 28' 28' SECTION G-G LAKE STREET STATION 33+46 TO 44+97.5 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE MICRO SURFACE TYPE III EXISTING EDGE OF PAVEMENT MICRO SURFACE TYPE III S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-99 STREET IMPROVEMENT 2COMBINE 081126 99% AR CITY PROJECT NO. R-00099 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/17/2026 5:37 PM FY24 REHAB. AND RECONSTRUCTION LAKE STREET - STA. 36+00 TO 46+00 MATCH LINE - STA 42+50 (SEE BELOW LEFT)
MATCH LINE - STA 42+50 (SEE ABOVE RIGHT)LAKE STREET - MICRO SURFACE TYPE III (SITE 6) G NOTE: LAKE STREET - MICRO SURFACE TYPE III (SITE 6)
G

ELLIS STREET
MATCH LINE - STA 36+00 (SEE SHEET NO. 11)
GG STA 44+97.5 END TREATMENT 8-19-26
LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES:

MH
MH
MH
MH
MH 10+00 11+00 12+00 13+00 14+00 15+00 16+00 12' 28' 59' MH
MH 16+00 17+00 18+00 19+00 20+00 21+00 22+00
12'
12' 31' 59' SECTION A-A TOZER AVENUE STATION 10+81.5 TO 24+90 STATION 34+90 TO 39+54 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE EXISTING CURB AND GUTTER MICRO SURFACE TYPE III EXISTING EDGE OF PAVEMENT S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-99 STREET IMPROVEMENT 2COMBINE 081126 99% AR CITY PROJECT NO. R-00099 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/17/2026 5:39 PM FY24 REHAB. AND RECONSTRUCTION TOZER STREET - STA. 10+00 TO 22+50 MATCH LINE - STA 16+00 (SEE BELOW LEFT)
MATCH LINE - STA 16+00 (SEE ABOVE RIGHT) TOZER STREET - MICRO SURFACE TYPE III (SITE 7) NOTE: TOZER STREET - MICRO SURFACE TYPE III (SITE 7) KNOX STREET AA MATCH LINE - STA 22+50 (SEE SHEET NO. 14) STA 10+81.5 BEGIN TREATMENT AA 8=19-26 LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: NTS DETAIL "C" GUTTER LIP NTS TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III MH
MH 23+00 24+00 25+00 26+00 27+00 28+00 29+00
12' 24' 16.5' 16.5' 28' 31' 30'
MH
MH
MH 29+00 30+00 31+00 32+00 33+00 34+00 35+00 16.5'

16.5'

16.5' 13' 12.5 31' 28.5' 45.5' SECTION A-A TOZER AVENUE STATION 10+81.5 TO 24+90 STATION 34+90 TO 39+54 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE EXISTING CURB AND GUTTER MICRO SURFACE TYPE III EXISTING EDGE OF PAVEMENT EXISTING CURB AND GUTTER MICRO SURFACE TYPE III SECTION C-C TOZER AVENUE STATION 30+17 TO STA 34+90 NTS EXISTING EDGE OF PAVEMENT SECTION B-B TOZER AVENUE STATION 25+71.2 TO 30+17 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE EXISTING CURB AND GUTTER MICRO SURFACE TYPE III EXISTING CURB AND GUTTER SEE DETAIL "C" BELOW S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-99 STREET IMPROVEMENT 2COMBINE 081126 99% AR CITY PROJECT NO. R-00099 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/17/2026 5:37 PM FY24 REHAB. AND RECONSTRUCTION TOZER STREET - STA. 22+50 TO 35+50 MATCH LINE - STA 29+00 (SEE BELOW LEFT)
MATCH LINE - STA 29+00 (SEE ABOVE RIGHT)TOZER STREET - MICRO SURFACE TYPE III (SITE 7) NOTE: TOZER STREET - MICRO SURFACE TYPE III (SITE 7)

ALMOND STREET
BB
MATCH LINE - STA 22+50 (SEE SHEET NO. 13)
MATCH LINE - STA 35+50 (SEE SHEET NO. 15)

LADA AVENUE
COTTONWOOD APT.

B
B
CC
A
A STA 25+71.2 BEGIN TREATMENT STA 24+90 END TREATMENT 8-19-26 LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES:

MH 36+00 37+00 38+00 39+00 40+00 41+00 42+00 30' 28' 28.5' 13' 24' 30' 59' 16' 13' 58' 42+00 43+00 44+00 45+00 46+00 47+00 48+00 28' 28' 58' SECTION A-A TOZER AVENUE STATION 10+81.5 TO 24+90 STATION 34+90 TO 39+54 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE EXISTING CURB AND GUTTER MICRO SURFACE TYPE III EXISTING EDGE OF PAVEMENT SECTION D-D TOZER AVENUE STATION 40+57.5 TO 51+14 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE EXISTING CURB AND GUTTER MICRO SURFACE TYPE III EXISTING EDGE OF PAVEMENT SEE DETAIL "C" BELOW MICRO SURFACE TYPE III DETAIL "C" GUTTER LIP NTS TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-99 STREET IMPROVEMENT 2COMBINE 081126 99% AR CITY PROJECT NO. R-00099 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/17/2026 5:36 PM FY24 REHAB. AND RECONSTRUCTION TOZER STREET - STA. 35+50 TO 48+50 MATCH LINE - STA 42+00 (SEE BELOW LEFT)
MATCH LINE - STA 42+00 (SEE ABOVE RIGHT) TOZER STREET - MICRO SURFACE TYPE III (SITE 7) NOTE: TOZER STREET - MICRO SURFACE TYPE III (SITE 7)

MIRA LOMA
AA
F
MATCH LINE - STA 35+50 (SEE SHEET NO. 14)
MATCH LINE - STA 48+50 (SEE SHEET NO. 16) STA 40+57.5 BEGIN TREATMENT 30' 12'
30' 12'
DD
D
D STA 39+54 BEGIN TREATMENT 8-19-26
LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: DETAIL "C" GUTTER LIP NTS TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III MH
MH
MH WV
WV
WV
WV
WV
WV 49+00 50+00 51+00 52+00 52+39
30' 23'
12' SECTION D-D TOZER AVENUE STATION 40+57.5 TO 51+14 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE EXISTING CURB AND GUTTER MICRO SURFACE TYPE III EXISTING EDGE OF PAVEMENT SEE DETAIL "C" BELOW MICRO SURFACE TYPE III S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-99 STREET IMPROVEMENT 2COMBINE 081126 99% AR CITY PROJECT NO. R-00099 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/17/2026 5:36 PM FY24 REHAB. AND RECONSTRUCTION TOZER STREET - STA. 48+50 TO 52+39 TOZER STREET - MICRO SURFACE TYPE III (SITE 7) NOTE:

OLIVE AVENUE
DD
MATCH LINE - STA 48+50 (SEE SHEET NO. 15) STA 51+14 END TREATMENT 28' 8-19-26
LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: WV WVWV MH WV MHMH MH MH MH MH 10+00 11+00 12+00 13+00 14+00 15+00 16+00 67' 38'26'

MH MH MH
MH
MH
MH
MH
17+00
18+00 19+00
20+00
21+00
22+00 26' 38.5'
27'
38' 35' 33.5' 38' 26' SECTION B-B KENNEDY STREET STATION 15+84.8 TO 20+83 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE EXISTING CURB AND GUTTER MICRO SURFACE TYPE II OR III EXISTING CONCRETE CURB MICRO SURFACE TYPE II OR III EXISTING CURB AND GUTTER MICRO SURFACE TYPE III SECTION A-A KENNEDY STREET STATION 13+29 TO STA 14+77.4 NTS SEE DETAIL "C" BELOW NTS DETAIL "C" GUTTER LIP NTS TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-99 STREET IMPROVEMENT 2COMBINE 081126 99% AR CITY PROJECT NO. R-00099 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/17/2026 5:37 PM FY24 REHAB. AND RECONSTRUCTION KENNEDY STREET - STA. 10+00 TO 22+00 KENNEDY STREET - MICRO SURFACE TYPE III (SITE 8) NOTE:

MATCH LINE - STA 16+50 (SEE BELOW LEFT)
MATCH LINE - STA 16+50 (SEE ABOVE RIGHT)
MATCH LINE - STA 22+00 (SEE SHEET NO. 18 & SHEET NO. 20 FOR ELLIS STREET)

GRANADA DRIVE
(SEE SHEET NO. 21) KENNEDY STREET - MICRO SURFACE TYPE III (SITE 8) B
B

ELLIS STREET
A
A STA 10+57 BEGIN TREATMENT STA 15+84.8 STA 20+83
(SEE SHEET NO. 20)
8-19-26
LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES:

MH
MH
22+00
23+00
24+00 25+00
26+00
27+00 27' 38' 27' 27' 27' 39'
39' MH WV WV WVWV MH 28+00 29+00 30+00 31+00 32+00 33+00 39' 27' 39' 28' 42' 52' 18' 30' 68' 28' SECTION C-C KENNEDY STREET STATION 22+10.5 TO 27+75 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE EXISTING CURB AND GUTTER MICRO SURFACE TYPE II OR III EXISTING CONCRETE CURB SEE DETAIL "C" BELOW MICRO SURFACE TYPE II OR III SECTION D-D KENNEDY STREET STATION 27+75 TO 29+57 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE EXISTING CURB AND GUTTER SEE DETAIL "C" BELOW MICRO SURFACE TYPE II OR III EXISTING CURB AND GUTTER MICRO SURFACE TYPE II OR III SEE DETAIL "C" BELOW DETAIL "C" GUTTER LIP NTS TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-99 STREET IMPROVEMENT 2COMBINE 081126 99% AR CITY PROJECT NO. R-00099 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/17/2026 5:38 PM FY24 REHAB. AND RECONSTRUCTION KENNEDY STREET - STA. 22+00 TO 33+50 KENNEDY STREET - MICRO SURFACE TYPE III (SITE 8) NOTE:

C
C
MATCH LINE - STA 22+00 (SEE SHEET NO. 17)
MATCH LINE - STA 27+50 (SEE BELOW LEFT)
MATCH LINE - STA 33+50 (SEE SHEET NO. 19) KENNEDY STREET - MICRO SURFACE TYPE III (SITE 8)

SCHNOOR AVENUE
MATCH LINE - STA 27+50 (SEE ABOVE RIGHT) STA 22+10.5 BEGIN TREATMENT DD STA 27+75 8-19-26
LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: DETAIL "C" GUTTER LIP NTS TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III MH 34+00 34+54 30' 35' 37' 72' 19' 51' SECTION E-E KENNEDY STREET STATION 33+19 TO 34+25.5 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE EXISTING CURB AND GUTTER SEE DETAIL "C" BELOW MICRO SURFACE TYPE III EXISTING CURB AND GUTTER MICRO SURFACE TYPE III SEE DETAIL "C" BELOW S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-99 STREET IMPROVEMENT 2COMBINE 081126 99% AR CITY PROJECT NO. R-00099 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/17/2026 5:36 PM FY24 REHAB. AND RECONSTRUCTION KENNEDY STREET - STA. 33+50 TO 34+52 KENNEDY STREET - MICRO SURFACE TYPE III (SITE 8) STA 34+54 END TREATMENT NOTE: EE MATCH LINE - STA 33+50 (SEE SHEET NO. 18) HIGHWAY 99 EXIT 8-19-26
LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: NTS DETAIL "C" GUTTER LIP NTS TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III MH MH 10+00 11+00 12+00 13+00 14+00 15+00 27' 27' 26.5' 26.5' MH 16+00 17+00 18+00 19+00 20+00 20+02 26' 26' 27' SECTION A-A ELLIS STREET STATION 10+00 TO 20+02 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE EXISTING CURB AND GUTTER MICRO SURFACE TYPE III EXISTING CURB AND GUTTER SEE DETAIL "C" BELOW S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-99 STREET IMPROVEMENT 2COMBINE 081126 99% AR CITY PROJECT NO. R-00099 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/17/2026 5:35 PM FY24 REHAB. AND RECONSTRUCTION ELLIS STREET - STA. 10+00 TO 20+02 ELLIS STREET - MICRO SURFACE TYPE III (SITE 9) STA 20+02 END TREATMENT NOTE:

AA
MATCH LINE - STA 15+50 (SEE BELOW LEFT)
MATCH LINE - STA 15+50 (SEE ABOVE RIGHT)

KENNEDY STREET
(SEE SHEET NO. 17)
(SEE SHEET NO. 17) KENNEDY STREET ELLIS STREET - MICRO SURFACE TYPE III (SITE 9) OVERPASS STRUCTURE STA 10+60.8 BEGIN TREATMENT 8-19-26
LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: DETAIL "C" GUTTER LIP NTS TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III MH
MH
MH
MH
MH
MH
MH 10+00 11+00 12+00 13+00 14+00 15+00 16+00 56' 56' 28' 28' 28' 28' MH
WV 17+00 18+00
MH19+00 20+00 21+00 22+00
WV
WV 56' 56' 28' 28' 28' 28' 23+00 23+49
MH MH
MH
MH
WV
WV WV WV 28' 28' EXISTING CURB AND GUTTER MICRO SURFACE TYPE III SECTION A-A GRANADA STREET STATION 11+12 TO STA 22+81.7 NTS SEE DETAIL "C" BELOW EXISTING CURB AND GUTTER SEE DETAIL "C" BELOW S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-99 STREET IMPROVEMENT 2COMBINE 081126 99% AR CITY PROJECT NO. R-00099 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/17/2026 5:36 PM FY24 REHAB. AND RECONSTRUCTION GRANADA DRIVE - STA. 10+00 TO 23+49 GRANADA DRIVE - MICRO SURFACE TYPE III (SITE 10) STA 11+12 BEGIN TREATMENT STA 23+10.5 END TREATMENT NOTE:

A
A
MATCH LINE - STA 16+50 (SEE BELOW LEFT)
MATCH LINE - STA 16+50 (SEE ABOVE RIGHT)
FOXGLOVE WAY GRANADA DRIVE - MICRO SURFACE TYPE III (SITE 10) GRANADA DRIVE - MICRO SURFACE TYPE II OR III (SITE 10) MATCH LINE - STA 22+50 (SEE BELOW LEFT)
MATCH LINE - STA 22+50 (SEE ABOVE RIGHT)

KENNEDY STREET
(SEE SHEET NO. 15)
AA
AA 8-19-26
LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: NTS DETAIL "C" GUTTER LIP NTS TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III MH
10+00
11+00 12+00 13+00 14+00 15+00 16+00 17' 24' 24' 17' 24' 53' 17' 32' WIDE CONCRETE 53' 17+00 18+00 19+00 20+00 21+00 22+00 23+00 17' 24' 17' 54' 17' 24' 24' 32' WIDE CONCRETE 53' SECTION A-A GATEWAY DRIVE STATION 11+50 TO 14+00 STATION 16+50 TO 19+00 STATION 22+00 TO 25+50 NTS EXISTING 24' OF TRAVEL LANES IS CONCRETE PAVEMENTEXISTING CURB AND GUTTER MICRO SURFACE TYPE III EXISTING CONCRETE CURB SEE DETAIL "C" BELOW MICRO SURFACE TYPE III B EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE SECTION A-A GATEWAY DRIVE STATION 11+50 TO 14+00 STATION 16+50 TO 19+00 STATION 22+00 TO 25+50 NTS EXISTING CURB AND GUTTER SECTION B-B GATEWAY DRIVE STATION 14+40.5 TO 16+10.4 STATION 19+91 TO STA 21+54.5 NTS SEE DETAIL "C" BELOW EXISTING CONCRETE CURB MICRO SURFACE TYPE III EXISTING 32' CONCRETE PAVEMENT EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE MICRO SURFACE TYPE III B S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-99 STREET IMPROVEMENT 2COMBINE 081126 99% AR CITY PROJECT NO. R-00099 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/17/2026 5:35 PM FY24 REHAB. AND RECONSTRUCTION GATEWAY DRIVE - STA. 10+00 TO 23+00 GATEWAY DRIVE - MICRO SURFACE TYPE III (SITE 11) STA 11+00 BEGIN TREATMENT NOTE:

A
A
MATCH LINE - STA 16+50 (SEE BELOW LEFT)
MATCH LINE - STA 16+50 (SEE ABOVE RIGHT)
MATCH LINE - STA 23+00 (SEE SHEET NO. 23)
PUBLIC WORKS YARD GATEWAY DRIVE - MICRO SURFACE TYPE III A & B (SITE 11) B
B EXISTING 24' OF TRAVEL LANES IS CONCRETE PAVEMENT EXISTING 24' OF TRAVEL LANES IS CONCRETE PAVEMENT EXISTING 24' OF TRAVEL LANE IS CONCRETE PAVEMENT B
B MICRO-SURFACING TYPE III B SHOULD BE APPLIED OVER CONCRETE PAVEMENT PER CALTRANS SPEC MICRO-SURFACING TYPE III B SHOULD BE APPLIED OVER CONCRETE PAVEMENT PER CALTRANS SPEC MICRO-SURFACING TYPE III B SHOULD BE APPLIED OVER CONCRETE PAVEMENT PER CALTRANS SPEC MICRO-SURFACING TYPE III B SHOULD BE APPLIED OVER CONCRETE PAVEMENT PER CALTRANS SPEC MICRO-SURFACING TYPE III B SHOULD BE APPLIED OVER CONCRETE PAVEMENT PER CALTRANS SPEC 8-19-26 LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES:

MH 23+00 24+00 25+00 26+00 27+00 28+00 24' 17' 17' 21' 19' 20' 39' 32' WIDE CONCRETE 57' 65' 63' 15' 60.5' 29+00 30+00 31+00 31+08 24' 69' 45' 22' 28' 22' DETAIL "C" GUTTER LIP NTS TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III EXISTING CURB AND GUTTER SECTION C-C GATEWAY DRIVE STATION 28+50 TO 31+00 NTS MICRO SURFACE TYPE III EXISTING CURB AND GUTTER SEE DETAIL "C" BELOW SECTION A-A GATEWAY DRIVE STATION 11+50 TO 14+00 STATION 16+50 TO 19+00 STATION 22+00 TO 25+50 NTS EXISTING 24' OF TRAVEL LANES IS CONCRETE PAVEMENTEXISTING CURB AND GUTTER MICRO SURFACE TYPE III EXISTING CONCRETE CURB SEE DETAIL "C" BELOW MICRO SURFACE TYPE III B EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE SECTION A-A GATEWAY DRIVE STATION 11+50 TO 14+00 STATION 16+50 TO 19+00 STATION 22+00 TO 25+50 NTS EXISTING CURB AND GUTTER SECTION D-D GATEWAY DRIVE STATION 27+04 TO 28+26 NTS MICRO SURFACE TYPE III EXISTING CURB AND GUTTER SEE DETAIL "C" BELOW DIGOUT 0.42' AND REPLACE WITH 0.42' AC WHERE SHOWN ON PLAN S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-99 STREET IMPROVEMENT 2COMBINE 081126 99% AR CITY PROJECT NO. R-00099 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/17/2026 5:37 PM FY24 REHAB. AND RECONSTRUCTION GATEWAY DRIVE - STA. 23+00 TO 30+97 GATEWAY DRIVE - GRIND & REPLACE, MICRO SURFACE TYPE III (SITE 11) STA 30+99.0 END TREATMENT NOTE:

MATCH LINE - STA 28+50 (SEE BELOW LEFT)
MATCH LINE - STA 23+00 (SEE SHEET NO. 22) PARK ENTRANCE AA GATEWAY DRIVE - MICRO SURFACE TYPE III (SITE 11) MATCH LINE - STA 28+50 (SEE SHEET NO. 20)
CLEVELAND AVENUE CC EXISTING 24' OF TRAVEL LANES IS CONCRETE PAVEMENT STA 27+04 BEGIN GRIND STA 28+26 END GRIND DD MICRO-SURFACING TYPE III B SHOULD BE APPLIED OVER CONCRETE PAVEMENT PER CALTRANS SPEC 8-19-26 WV MH MH MH WV MH WV WV MH WV WV WV MANHOLE TO BE PROTECTED MANHOLE TO BE PROTECTED MANHOLE TO BE PROTECTED WATER VALVE TO BE PROTECTED LOOP DETECTORS WATER VALVE TO BE PROTECTED WV WATER VALVE TO BE PROTECTED48' 48' 48' 14' 14' STA. 10+17.8 BEGIN GRIND & REPLACE 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 11' 10' 10' 10' 10' 24' 14' 28' LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: SECTION A-A SHERWOOD AVENUE STATION 10+17.8 TO 41+42.0 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE GRIND 0.25' AC AND REPLACE WITH 0.25' AC EXISTING CURB AND GUTTER SEE DETAIL "C" BELOW MICRO SURFACE TYPE II MICRO SURFACE TYPE II EXISTING CURB AND GUTTER SEE DETAIL "C" BELOW GUTTER LIP DETAIL C NTSTOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III EXISTING CURB AND GUTTER TO REMAIN S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-79 STREET IMPROVEMENT 2COMBINE OLIVECLEVELAND OFFSET081626 99% CITY PROJECT NO. R-79 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/18/2026 3:51 PM 2020-21 SB-1 (RMRA) SEALS AND OVERLAYS SHERWOOD AVENUE - STA 10+00 TO 22+50 SHERWOOD AVENUE - GRIND & REPLACE, MICRO SURFACE TYPE II (SITE 12) MATCH LINE - STA 22+50 (SEE SHEET NO. 25)
OWENS
COUNTRY CLUBAA NOTE: 8/18/2026 8-19-26
MH WV MH MH WV MH WV MH WV WV WV MH MH WV MH STORM DRAIN INLET TO BE PROTECTED STORM DRAIN INLET TO BE PROTECTED FIRE HYDRANT TO REMAIN WATER VALVE TO BE PROTECTED MANHOLE TO BE PROTECTED MANHOLE TO BE PROTECTED MANHOLE TO BE PROTECTED MANHOLE TO BE PROTECTED MANHOLE TO BE PROTECTED MANHOLE TO BE PROTECTED 48' 48' 48' 48' 36' 36' 36' 48' STA. 31+63.6 END GRIND & REPLACE 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 10' 10' 10' 10' 14' 14' 14' 14' 10' 10' 28' LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: SECTION A-A SHERWOOD AVENUE STATION 10+17.8 TO 41+42.0 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE GRIND 0.25' AC AND REPLACE WITH 0.25' AC EXISTING CURB AND GUTTER SEE DETAIL "C" BELOW MICRO SURFACE TYPE II MICRO SURFACE TYPE II EXISTING CURB AND GUTTER SEE DETAIL "C" BELOW GUTTER LIP DETAIL C NTSTOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III EXISTING CURB AND GUTTER TO REMAIN S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-79 STREET IMPROVEMENT 2COMBINE OLIVECLEVELAND OFFSET081626 99% CITY PROJECT NO. R-79 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/18/2026 3:51 PM 2020-21 SB-1 (RMRA) SEALS AND OVERLAYS SHERWOOD AVENUE - STA. 22+50 TO 35+50 MATCH LINE - STA 22+50 (SEE SHEET NO. 24)
S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-79 STREET IMPROVEMENT 2COMBINE OLIVECLEVELAND OFFSET081626 99% CITY PROJECT NO. R-79 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/18/2026 3:51 PM 2020-21 SB-1 (RMRA) SEALS AND OVERLAYS TORONADO SHERWOOD AVENUE - GRIND & REPLACE, MICRO RESURFACE TYPE II (SITE 12) DAVIS

PHILLIP
SONORA
MATCH LINE - STA 35+50 (SEE SHEET NO. 26) AA NOTE: 8/18/2026 8-19-26 MH WV WV MH WV MH WV STORM DRAIN INLET TO BE PROTECTED 48' 48' 36' STA. 41+42.0 END GRIND & REPLACE 3 36+00 37+00 38+00 39+00 40+00 41+00 41+42 LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: 0.05' DETAIL "C" NTS MICRO-SURFACING TYPE III CHIP SEAL SECTION A-A SHERWOOD AVENUE STATION 10+17.8 TO 41+42.0 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE GRIND 0.25' AC AND REPLACE WITH 0.25' AC EXISTING CURB AND GUTTER SEE DETAIL "C" BELOW MICRO SURFACE TYPE II MICRO SURFACE TYPE II EXISTING CURB AND GUTTER SEE DETAIL "C" BELOW S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-79 STREET IMPROVEMENT 2COMBINE OLIVECLEVELAND OFFSET081626 99% CITY PROJECT NO. R-79 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/18/2026 3:51 PM 2020-21 SB-1 (RMRA) SEALS AND OVERLAYS SHERWOOD ROAD - STA. 35+50 TO 41+42 MATCH LINE - STA 35+50 (SEE SHEET NO. 25) SHERWOOD AVENUE - MICRO RESURFACE TYPE II (SITE 12)

D STREET
NICOLA NOTE: AA 8/18/2026 8-19-26
LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: MHMH MHMH MH MH MHWVWVWV MH MH MH MH MH MH MH MH MH STA. 10+15 BEGIN TREATMENT 71' 43' 42' 32' 32' 12' 32' 32' 46' 32' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 MH WV MH MH MH WV MH MH MH MH MH 43' 32' 32' 12' 32' 32' 10' 32' 32' 43' 36' 46' 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 DETAIL "B" NTS TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III SECTION B-B HOWARD ROAD STATION 10+15 TO STA 31+29 NTS MICRO SURFACE TYPE III MICRO SURFACE TYPE III SEE DETAIL "B" BELOW SEE DETAIL "B" BELOW EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-79 STREET IMPROVEMENT 2COMBINE OLIVECLEVELAND OFFSET081626 99% CITY PROJECT NO. R-79 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/18/2026 3:52 PM 2020-21 SB-1 (RMRA) SEALS AND OVERLAYS HOWARD ROAD - STA. 10+00 TO 35+00 HOWARD ROAD - MICRO SURFACE TYPE III (SITE 13) MATCH LINE - STA 22+00 (SEE BELOW LEFT)

GRANADA
MATCH LINE - STA 22+00 (SEE ABOVE RIGHT)
MATCH LINE - STA 35+00 (SEE SHEET NO. 28) HOWARD ROAD - MICRO SURFACE TYPE III (SITE 13) HILTON
MAINBERRY 35' NOTE: 32' 27' BB BB 8/18/2026 8/18/2026 8-19-26 LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: MH MH WV WV WV MH MH WV MH MH MH MH MH WV WV WV MH MH STA. 43+68 END TREATMENT STA. 42+48.8 END GRIND & REPLACE STA. 36+22.5 BEGIN GRIND & REPLACE 68' 68' 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 43+68 22' 27' 24' SECTION A-A HOWARD ROAD STATION 36+22.5 TO 42+48.8 NTS GRIND 0.25' AC AND REPLACE WITH 0.25' AC WHERE SHOWN ON PLAN EXISTING ASPHALT PAVEMENT AND AGREGATE BASE (TYP) MICRO SURFACE TYPE III SEE DETAIL "C" BELOW GUTTER LIP DETAIL C NTSTOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III EXISTING CURB AND GUTTER TO REMAIN S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-79 STREET IMPROVEMENT 2COMBINE OLIVECLEVELAND OFFSET081626 99% CITY PROJECT NO. R-79 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/18/2026 3:52 PM 2020-21 SB-1 (RMRA) SEALS AND OVERLAYS HOWARD ROAD - STA. 35+00 TO 43+68 MATCH LINE - STA 35+00 (SEE SHEET NO. 27) HOWARD ROAD - GRIND & REPLACE, MICRO SURFACE TYPE III (SITE 13)

SCHNOOR

AMERINE
DWYER NOTE: 34' 45' AA 27' 34' 56' 8/18/2026 8-19-26
LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: 16' 16' MH MH MHMH MH MH STA. 10+18.2 BEGIN TREATMENT STA. 15+96.6 END TREATMENT 11' 16' 30' 3 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+22 16' 17' 28' GUTTER LIP DETAIL C NTSTOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III EXISTING CURB AND GUTTER TO REMAIN EXISTING ASPHALT PAVEMENT AND AGREGATE BASE (TYP) EXISTING CURB AND GUTTER DIGOUT 0.42' AND REPLACE WITH 0.42' AC WHERE SHOWN ON PLAN OLIVE AVENUE. FROM TOZER ST. TO MARIPOSA ST. STATION 10+18.2 TO 15+96.6 TYPICAL SECTION B-B NTS 7 MICRO SURFACE TYPE II SEE DETAIL "C" BELOW EXISTING CURB & GUTTER S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-79 STREET IMPROVEMENT 2COMBINE OLIVECLEVELAND OFFSET081626 99% CITY PROJECT NO. R-79 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/18/2026 3:51 PM 2020-21 SB-1 (RMRA) SEALS AND OVERLAYS OLIVE AVENUE - STA. 10+00 TO 16+22 OLIVE AVENUE - GRIND & REPLACE - MICRO SURFACE TYPE II (SITE 14)

MARIPOSA
TOZER - ROAD 28 BB NOTE: 8/18/2026 8-19-26
LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: WV WV WV WV WV MH MH WV MH WV WV FIRE HYDRANT TO REMAIN MH 48' 48' 11 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18' 24' 0.05' DETAIL "C" NTS MICRO-SURFACING TYPE III CHIP SEAL SECTION A-A SUNSET AVENUE STATION 10+32.0 TO 17+17.6 STATION 18+11.2 TO 23+30.3 STATION 33+14.6 TO 34+49.4 NTS EXISTING ASPHALT PAVEMENT AND AGREGATE BASE (TYP) MICRO SURFACE TYPE III SEE DETAIL "C" BELOW GRIND 0.25' AC AND REPLACE WITH 0.25' AC S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-79 STREET IMPROVEMENT 2COMBINE OLIVECLEVELAND OFFSET081626 99% CITY PROJECT NO. R-79 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/18/2026 3:52 PM 2020-21 SB-1 (RMRA) SEALS AND OVERLAYS SUNSET AVENUE - STA. 10+00 TO 18+00 MATCH LINE - STA 18+00 (SEE SHEET NO. 31) SUNSET AVENUE - MICRO SURFACE TYPE III (SITE 15)

SUNDANCE LINDEN
LAUREL AA STA 10+32.0 BEGIN TREATMENT STA 17+17.6 8/18/2026 8-19-26
LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: WV MH MH MH WV MH WV 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 18' 18' 12' 6'0.05' DETAIL "C" NTS MICRO-SURFACING TYPE III CHIP SEAL SECTION A-A SUNSET AVENUE STATION 10+32.0 TO 17+17.6 STATION 18+11.2 TO 23+30.3 STATION 33+14.6 TO 34+49.4 NTS EXISTING ASPHALT PAVEMENT AND AGREGATE BASE (TYP) MICRO SURFACE TYPE III SEE DETAIL "C" BELOW GRIND 0.25' AC AND REPLACE WITH 0.25' AC SECTION B-B SUNSET AVENUE STATION 23+30.3 TO 29+44.7 STATION 29+44.7 TO 33+14.6 NTS EXISTING ASPHALT PAVEMENT AND AGREGATE BASE (TYP) MICRO SURFACE TYPE III SEE DETAIL "C" BELOW GRIND 0.25' AC AND REPLACE WITH 0.25' AC SEE DETAIL "C" BELOW S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-79 STREET IMPROVEMENT 2COMBINE OLIVECLEVELAND OFFSET081626 99% CITY PROJECT NO. R-79 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/18/2026 3:52 PM 2020-21 SB-1 (RMRA) SEALS AND OVERLAYS SUNSET AVENUE - STA. 18+00 TO 26+75 MATCH LINE - STA 26+75 (SEE SHEET NO. 32) SUNSET AVENUE - MICRO SURFACE TYPE III (SITE 15) MAINBERRY

SHANNON
MATCH LINE - STA 18+00 (SEE SHEET NO. 30) AA STA 18+11.2 STA 23+30.3 BB 8/18/2026 8-19-26
LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: WV MH WV MH MH WVWV WV WV WV FIRE HYDRANT TO REMAIN 48' LOOP DETECTORS STA. 35+34.9 BEGIN GRIND & REPLACE 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 LOOP DETECTORS INTERSECTION - GRIND AND REPLACE AS SHOWN 12' 11' 18' 4' 12' 14' 48' 0.05' DETAIL "C" NTS MICRO-SURFACING TYPE III CHIP SEAL SECTION A-A SUNSET AVENUE STATION 10+32.0 TO 17+17.6 STATION 18+11.2 TO 23+30.3 STATION 33+14.6 TO 34+49.4 NTS EXISTING ASPHALT PAVEMENT AND AGREGATE BASE (TYP) MICRO SURFACE TYPE III SEE DETAIL "C" BELOW GRIND 0.25' AC AND REPLACE WITH 0.25' AC SECTION C-C SUNSET AVENUE STATION 35+34.9 TO 61+16.0 STATION 63+78.0 TO 75+64.0 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE GRIND 0.25' AC AND REPLACE WITH 0.25' AC MICRO SURFACE TYPE III SEE DETAIL "C" BELOW SEE DETAIL "C" BELOW MICRO SURFACE TYPE III MICRO SURFACE TYPE III SECTION B-B SUNSET AVENUE STATION 23+30.3 TO 29+44.7 STATION 29+44.7 TO 33+14.6 NTS EXISTING ASPHALT PAVEMENT AND AGREGATE BASE (TYP) MICRO SURFACE TYPE III SEE DETAIL "C" BELOW GRIND 0.25' AC AND REPLACE WITH 0.25' AC SEE DETAIL "C" BELOW S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-79 STREET IMPROVEMENT 2COMBINE OLIVECLEVELAND OFFSET081626 99% CITY PROJECT NO. R-79 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/18/2026 3:51 PM 2020-21 SB-1 (RMRA) SEALS AND OVERLAYS SUNSET AVENUE - STA. 26+75 TO 39+00 MATCH LINE - STA 39+00 (SEE SHEET NO. 33) SUNSET AVENUE - MICRO SURFACE TYPE III (SITE 15)

SHANNON
MATCH LINE - STA 26+75 (SEE SHEET NO. 31)
SCHNOOR BB CC STA 29+44.7 STA 33+14.6 AA STA 34+49.4 8/18/2026 8-19-26
WVWV MH MH MH WV 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 12' 11' 48' LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: 0.05' DETAIL "C" NTS MICRO-SURFACING TYPE III CHIP SEAL MH MHWV WV MH WV WV WV WV MH WV WV WV WV WV FIRE HYDRANT TO REMAIN 48' 48' 48' 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 12' 11' 11' SECTION C-C SUNSET AVENUE STATION 35+34.9 TO 61+16.0 STATION 63+78.0 TO 75+64.0 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE GRIND 0.25' AC AND REPLACE WITH 0.25' AC MICRO SURFACE TYPE III SEE DETAIL "C" BELOW SEE DETAIL "C" BELOW MICRO SURFACE TYPE III MICRO SURFACE TYPE III S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-79 STREET IMPROVEMENT 2COMBINE OLIVECLEVELAND OFFSET081626 99% CITY PROJECT NO. R-79 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/18/2026 3:52 PM 2020-21 SB-1 (RMRA) SEALS AND OVERLAYS SUNSET AVENUE - STA. 39+00 TO 61+00 MATCH LINE - STA 39+00 (SEE SHEET NO. 32) SUNSET AVENUE - MICRO SURFACE TYPE III (SITE 15) MATCH LINE - STA 48+00 (SEE BELOW LEFT)

EL RANCHO
PAUL

ORCHARD

WILLIAMS

ACCORNERO
MATCH LINE - STA 48+00 (SEE ABOVE RIGHT) SUNSET AVENUE - MICRO SURFACE TYPE III (SITE 15) MATCH LINE - STA 61+00 (SEE SHEET NO. 34)
WILLIS

FAIRVIEW
ROTAN NOTE:

B
B
B
B 8/18/2026
8-19-26
MH MH WV WV MH WV STA. 63+78.0 END GRIND & REPLACE STA. 61+16.0 BEGIN GRIND & REPLACE 0' 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 18' 262' 11' 12' 12' 11' 18' LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: GUTTER LIP DETAIL C NTS TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III EXISTING CURB AND GUTTER TO REMAIN SECTION C-C SUNSET AVENUE STATION 35+34.9 TO 61+16.0 STATION 63+78.0 TO 75+64.0 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE GRIND 0.25' AC AND REPLACE WITH 0.25' AC MICRO SURFACE TYPE III SEE DETAIL "C" BELOW SEE DETAIL "C" BELOW MICRO SURFACE TYPE III MICRO SURFACE TYPE III SECTION D-D SUNSET AVENUE STATION 61+16.0 TO 63+78.0 NTS GRIND 0.25' AC AND REPLACE WITH 0.25' AC WHERE SHOWN ON PLAN EXISTING ASPHALT PAVEMENT AND AGREGATE BASE (TYP) MICRO SURFACE TYPE II SEE DETAIL "C" BELOW MICRO SURFACE TYPE II S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-79 STREET IMPROVEMENT 2COMBINE OLIVECLEVELAND OFFSET081626 99% CITY PROJECT NO. R-79 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/18/2026 3:51 PM 2020-21 SB-1 (RMRA) SEALS AND OVERLAYS SUNSET AVENUE - STA. 61+00 TO 73+50 MATCH LINE - STA 61+00 (SEE SHEET NO. 33) SUNSET AVENUE - GRIND & REPLACE, MICRO SURFACE TYPE III (SITE 15) MATCH LINE - STA 73+50 (SEE SHEET NO. 35)
PINE

N STREET

PARK LANE
FOSTER NOTE:

C
C
B
B 8/18/2026 8/18/2026
8-19-26
MH WV MH MH WV MH MH 50' 48' 55' 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 81+88 12' 11' LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: 0.05' DETAIL "C" NTS MICRO-SURFACING TYPE III CHIP SEAL SECTION C-C SUNSET AVENUE STATION 35+34.9 TO 61+16.0 STATION 63+78.0 TO 75+64.0 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE GRIND 0.25' AC AND REPLACE WITH 0.25' AC MICRO SURFACE TYPE III SEE DETAIL "C" BELOW SEE DETAIL "C" BELOW MICRO SURFACE TYPE III MICRO SURFACE TYPE III S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-79 STREET IMPROVEMENT 2COMBINE OLIVECLEVELAND OFFSET081626 99% CITY PROJECT NO. R-79 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/18/2026 3:52 PM 2020-21 SB-1 (RMRA) SEALS AND OVERLAYS SUNSET AVENUE - STA. 73+50 TO 81+88 MATCH LINE - STA 73+50 (SEE SHEET NO. 34) SUNSET AVENUE - MICRO SURFACE TYPE III (SITE 15) U.P.R.R. N STREET NOTE: CC STA 75+64.0 END TREATMENT 8/18/2026 8-19-26 1229'± MH MH MH MH MH MP MP CONSTRUCT FEATHER TRANSITION MICRO SURFACE TYPE III ME MICRO SURFACE TYPE III STA. 10+19 BEGIN TREATMENT 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 ME STA. 17+55 LOOP DETECTORS 36' 35' 24' 39' 25' 25' 14' 14' 14 14' 36'± 36'± 23'± 23'± 23'± 36'± 23'± 12' 13' 10' 13' 24' 64' LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: SECTION Q-Q CLEVELAND AVENUE STATION 10+19.0 TO 17+55.0 STA 25+22.0 TO 25+80.0 NTS BIKE LANE PARKING DIGOUT 0.42' AND REPLACE WITH 0.42' AC WHERE SHOWN ON PLAN EXISTING CURB AND GUTTER TO REMAIN MICRO SURFACE TYPE III SEE DETAIL "C" BELOW EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE MICRO SURFACE TYPE III APPLY FOG SEAL SEE DETAIL "C" BELOW SEE DETAIL "C" BELOW APPLY FOG SEAL DIGOUT 0.42' AND REPLACE WITH 0.42' AC WHERE SHOWN ON PLAN VARIES 3'-15' GUTTER LIP DETAIL C NTSTOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III EXISTING CURB AND GUTTER TO REMAIN TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III EXISTING CURB AND GUTTER TO REMAIN SECTION R-R CLEVELAND AVENUE STATION 17+55.0 TO 22+22.0 NTS BIKE LANE PARKING DIGOUT 0.42' AND REPLACE WITH 0.42' AC WHERE SHOWN ON PLAN EXISTING CURB AND GUTTER TO REMAIN MICRO SURFACE TYPE III SEE DETAIL "C" BELOW EXISTING ASPHALT PAVEMENT MICRO SURFACE AND AGGREGATE BASE TYPE III APPLY FOG SEAL SEE DETAIL "C" BELOW SEE DETAIL "C" BELOW VARIES 3'-15' S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-79 STREET IMPROVEMENT 2COMBINE OLIVECLEVELAND OFFSET081626 99% CITY PROJECT NO. R-79 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/18/2026 3:52 PM 2020-21 SB-1 (RMRA) SEALS AND OVERLAYS CLEVELAND AVENUE - STA. 10+00 TO 21+50 MATCH LINE - STA 21+50 (SEE SHEET NO. 37) CLEVELAND AVENUE - GRIND & REPLACE, MICRO SURFACE TYPE III (SITE 16) TULARE
KADOTA

CALIMYRNA
CELESTE QQ CLEVELAND AVENUENOTE: RR 8/18/2026 8-19-26
MH MP 2 MICRO SURFACE TYPE III BEGIN GRIND 0.25' AND A.C. OVERLAY 0.25' STA 25+80 TO STAT 27+15 END GRIND AND OVERLAY STA 27+15 MATCH EXISTING GRIND 0.25' AC AND REPLACE WITH 0.25' AC GRIND 0.25' AC AND REPLACE WITH 0.25' AC STA 29+37 STA 22+22 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 30+03 MP 135'± 140'± 547'± 286'± 25' 24'± 35'± 23'± 13' 11' 25' 14' 14' 36'± 23'± 30'± 36'± 35'± 36'± 23'± 36'± 24' LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: DIGOUT 0.42' AND REPLACE WITH 0.42' AC WHERE SHOWN ON PLAN TRAVEL LANE BIKE LANE PARKING TRAVEL LANE BIKE LANE PARKING MEDIAN & TURN LANE SECTION S-S CLEVELAND AVENUE STATION 25+81 TO 27+15 NTS SEE DETAIL "A" BELOW SEE DETAIL "A" BELOW APPLY FOG SEAL APPLY FOG SEAL GUTTER LIP DETAIL C NTS GUTTER LIP DETAIL A NTS GRIND AND REPLACE WITH 0.20' AC WITH PRF GUTTER LIP DETAIL C NTSTOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III FOG SEAL TOP OF AC 0.05' ABOVE LIP OF GUTTER EXISTING CURB AND GUTTER TO REMAIN EXISTING CURB AND GUTTER TO REMAIN TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III EXISTING CURB AND GUTTER TO REMAIN TRAVEL LANE BIKE LANE PARKING TRAVEL LANE BIKE LANE PARKING MEDIAN & TURN LANE SECTION T-T CLEVELAND AVENUE STATION 27+15 TO 29+37 NTS SEE DETAIL "C" BELOW MICRO SURFACE SEE DETAIL "C" BELOW TYPE III MICRO SURFACE TYPE III DIGOUT 0.42' AND REPLACE WITH 0.42' AC WHERE SHOWN ON PLAN SECTION Q-Q CLEVELAND AVENUE STATION 10+19.0 TO 17+55.0 STA 25+22.0 TO 25+80.0 NTS BIKE LANE PARKING DIGOUT 0.42' AND REPLACE WITH 0.42' AC WHERE SHOWN ON PLAN EXISTING CURB AND GUTTER TO REMAIN MICRO SURFACE TYPE III SEE DETAIL "C" BELOW EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE MICRO SURFACE TYPE III APPLY FOG SEAL SEE DETAIL "C" BELOW SEE DETAIL "C" BELOW APPLY FOG SEAL DIGOUT 0.42' AND REPLACE WITH 0.42' AC WHERE SHOWN ON PLAN VARIES 3'-15' S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-79 STREET IMPROVEMENT 2COMBINE OLIVECLEVELAND OFFSET081626 99% CITY PROJECT NO. R-79 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/18/2026 3:52 PM 2020-21 SB-1 (RMRA) SEALS AND OVERLAYS CLEVELAND AVENUE - STA. 21+50 TO 30+03 MATCH LINE - STA 21+50 (SEE SHEET NO. 36) CLEVELAND AVENUE - GRIND & REPLACE, MICRO SURFACE TYPE III (SITE 16) MALTA RAYMOND ROAD (SEE SHEET NO. 6) NOTE: QQ SS TT 8/18/2026 8-19-26 LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: SECTION A-A STADIUM ROAD STATION 10+81.5 TO 14+29 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE GRIND 0.25' AC AND REPLACE WITH 0.25' AC WHERE SHOWN ON PLAN MICRO SURFACE TYPE III EXISTING EDGE OF PAVEMENT SEE DETAIL "A" BELOW GUTTER LIP DETAIL C NTS GUTTER LIP DETAIL A NTS GRIND AND REPLACE WITH 0.20' AC WITH PRF GUTTER LIP DETAIL C NTSTOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III FOG SEAL TOP OF AC 0.05' ABOVE LIP OF GUTTER EXISTING CURB AND GUTTER TO REMAIN EXISTING CURB AND GUTTER TO REMAIN TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III EXISTING CURB AND GUTTER TO REMAIN SECTION B-B STADIUM ROAD STATION 14+29.0 TO 17+08.4 NTS EXISTING ASPHALT PAVEMENT AND AGREGATE BASE (TYP) MICRO SURFACE TYPE III SEE DETAIL "C" BELOW SECTION D-D STADIUM ROAD STATION 22+00.0 TO 29+17.5 NTS EXISTING ASPHALT PAVEMENT AND AGREGATE BASE (TYP) MICRO SURFACE TYPE III SEE DETAIL "C" BELOW SEE DETAIL "C" BELOW SECTION C-C STADIUM ROAD STATION 17+08.4 TO 22+00.0 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE GRIND 0.25' AC AND REPLACE WITH 0.25' AC WHERE SHOWN ON PLAN MICRO SURFACE TYPE III SEE DETAIL "A" BELOW SEE DETAIL "C" BELOW SECTION E-E STADIUM ROAD STATION 29+89.7 TO 31+60.7 STATION 34+20.9 TO 35+67.0 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE GRIND 0.25' AC AND REPLACE WITH 0.25' AC WHERE SHOWN ON PLAN MICRO SURFACE TYPE III SEE DETAIL "C" BELOW SEE DETAIL "C" BELOW MH MH MH WV WV WV WV WV MH WV WV MH MH WV MH STA. 10+33 BEGIN GRIND & REPLACE STA. 14+29 END GRIND & REPLACE STA. 17+08.4 BEGIN GRIND & REPLACE 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 LOOP DETECTORS 44' 49' 52' 52' 52' 20' 25' 22' 36.5' 8' 30' 30' 26' 18' 23' 26' 7.5' MH WV WV WV WV WV WVWV MH WV WVWV MH WV WV WV 24'

4.5' 48' 52' 48' 48' 26' 17.5' 35.4' 8' 16' STA. 22+00 END GRIND & REPLACE STA. 31+60.7 END GRIND & REPLACE STA. 29+89.7 BEGIN GRIND & REPLACE STA. 34+20.9 BEGIN GRIND & REPLACE EXISTING CONCRETE HEADER FOR IN-PAVEMENT FLASHING BEACONS STA. 29+17.5 BEGIN GRIND & REPLACE 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 8.6' S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-79 STREET IMPROVEMENT 2COMBINE OLIVECLEVELAND OFFSET081626 99% CITY PROJECT NO. R-79 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/18/2026 3:51 PM 2020-21 SB-1 (RMRA) SEALS AND OVERLAYS STADIUM ROAD - STA. 10+00 TO 21+50 MATCH LINE - STA 21+50 (SEE BELOW LEFT) STADIUM ROAD - GRIND & REPLACE, MICRO SURFACE TYPE III (SITE 17) PECAN
MILANO
MATCH LINE - STA 21+50 (SEE ABLOVE RIGHT) STADIUM ROAD - GRIND & REPLACE, MICRO SURFACE TYPE III (SITE 17)

GARY LANE

ST MICHELLE
MATCH LINE - STA 34+50 (SEE SHEET NO. 39)
CROWN

TERRACE
A
A
B
B
C
C
D
D
E
E 8/18/2026
8-19-26
WV MH MHMH WV WV MH STA. 36+50.0 BEGIN TREATMENT STA. 42+70 BEGIN TREATMENT NEW TREATMENT SHALL END AT THE EDGE OF THE EXISTING SURFACE TREATMENT STA. 35+67.0 INTERSECTION - GRIND AND REPLACE AS SHOWN END TREATMENT 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 43+01 24' 23' 15' 9' 15' 48' 47' 25' 16' 47' 9' 23' LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: SECTION F-F STADIUM ROAD STATION 36+50.0 TO EDGE OF EXISTING SURFACE TREATMENT NTS EXISTING ASPHALT PAVEMENT AND AGREGATE BASE (TYP) GRIND 0.25' AC AND REPLACE WITH 0.25' AC WHERE SHOWN ON PLAN MICRO SURFACE TYPE III EXISTING EDGE OF PAVEMENT SEE DETAIL "C" BELOW MICRO SURFACE TYPE III GUTTER LIP DETAIL C NTS GUTTER LIP DETAIL A NTS GRIND AND REPLACE WITH 0.20' AC WITH PRF GUTTER LIP DETAIL C NTSTOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III FOG SEAL TOP OF AC 0.05' ABOVE LIP OF GUTTER EXISTING CURB AND GUTTER TO REMAIN EXISTING CURB AND GUTTER TO REMAIN TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III EXISTING CURB AND GUTTER TO REMAIN SECTION E-E STADIUM ROAD STATION 29+89.7 TO 31+60.7 STATION 34+20.9 TO 35+67.0 NTS EXISTING ASPHALT PAVEMENT AND AGGREGATE BASE GRIND 0.25' AC AND REPLACE WITH 0.25' AC WHERE SHOWN ON PLAN MICRO SURFACE TYPE III SEE DETAIL "C" BELOW SEE DETAIL "C" BELOW S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-79 STREET IMPROVEMENT 2COMBINE OLIVECLEVELAND OFFSET081626 99% CITY PROJECT NO. R-79 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/18/2026 3:52 PM 2020-21 SB-1 (RMRA) SEALS AND OVERLAYS STADIUM ROAD - STA. 34+50 TO 40+02 MATCH LINE - STA 34+50 (SEE SHEET NO. 38) STADIUM ROAD - GRIND & REPLACE, MICRO SURFACE TYPE III (SITE 17) ALMOND DEERWOOD NOTE: EE FF 8/18/2026 8-19-26
LEGEND: CONSTRUCTION NOTES: SPECIAL NOTES: 58' 48' 48' 48' SECTION B-B D STREET NTS GRIND 0.25' AC AND REPLACE WITH 0.25' AC WHERE SHOWN ON PLAN SEE DETAIL "A" BELOW SEE DETAIL "A" BELOW SECTION A-A D STREET NTS EXISTING ASPHALT PAVEMENT AND AGREGATE BASE (TYP) MICRO SURFACE TYPE III SEE DETAIL "C" BELOW SEE DETAIL "C" BELOW GUTTER LIP DETAIL C NTS GUTTER LIP DETAIL A NTS GRIND AND REPLACE WITH 0.20' AC WITH PRF GUTTER LIP DETAIL C NTSTOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III FOG SEAL TOP OF AC 0.05' ABOVE LIP OF GUTTER EXISTING CURB AND GUTTER TO REMAIN EXISTING CURB AND GUTTER TO REMAIN TOP OF MICRO 0.05' ± ABOVE LIP OF GUTTER MICRO SURFACE TYPE III EXISTING CURB AND GUTTER TO REMAIN S:\CIP\CIP PROJECTS\R-000099 2024 STREET PROJECT\PLANS COMBINED\PLANS\R-99&R-79 COMBINE\CURRENT CAD FILES\R-79 STREET IMPROVEMENT 2COMBINE OLIVECLEVELAND OFFSET081626 99% CITY PROJECT NO. R-79 CITY OF MADERA ENGINEERING DEPARTMENT 428 EAST YOSEMITE AVENUE MADERA, CA 93638 Aug/18/2026 3:51 PM 2020-21 SB-1 (RMRA) SEALS AND OVERLAYS "D" STREET - SEE PLAN D STREET - GRIND & REPLACE & MICRO-SURFACING TYPE II (SITE 18)

CLEVELAND

GREENWAY
SHERWOOD NOTE: BB AA 8/18/2026 8-19-26

REPORT TO CITY COUNCIL
Approved by: Council Meeting of: September 16, 2026
Agenda Number:

Larry Pendarvis, Assistant Chief
Arnoldo Rodriguez, City Manager
SUBJECT:

Purchase of Rosenbauer Type-1 Custom Fire Engine and Related Budget Amendment RECOMMENDATION:

Adopt a Resolution Approving a Purchase Agreement for a Rosenbauer Type-1 Fire Engine from Rosenbauer South Dakota, LLC under Sourcewell Cooperative Purchase Contract #082025- RSD and an amendment to the Fiscal Year2025/26 adopted budget appropriating $1,263,012 for the purchase in the Measure K Fire Budget
SUMMARY:

The City has a fleet of fire apparatus comprised of engines and trucks. Each of the three stations has a front-line apparatus, while two older fire engines are kept in reserve to be made available when one of the primary engines is out of service or for routine maintenance.

The requested engine would serve as a frontline engine. Upon delivery, the City’s oldest frontline engine would be placed on reserve status while the oldest reserve engine, a 2002 Spartan Metro Star, would be retired. Considering that wait times for delivery of a new engine is approximately 900 days or 2.5 years, it is anticipated that the new engine would be delivered in early 2029, when the 2002 Spartan would be approximately 27 years old.

DISCUSSION:

National Guidelines
The National Fire Protection Association (NFPA) 1900 Annex D Guidelines recommend that the frontline service for an engine is 15 years. After 15 years, engines are often placed on reserve status for an additional 10 years, for approximately a 25-year service life. While the guidelines are not mandatory, they serve as a best-practice benchmark.

D-6

RETURN TO AGENDA
Engine Types
The NFPA classifies engines by type and function. While there are many engine types, their purpose differs. Table 1 summarizes the various engine types. In short, a Type 1 Fire Engine (e.g., E-56 and E-57) is a full-sized structural firefighting apparatus designed primarily for urban environments. It typically carries up to 500 gallons of water and is equipped with ladders, hoses, extrication equipment, and tools for structure fires and rescue operations.

A Type 1 Ladder Truck (also referred to as an aerial ladder or “truck company”; e.g., Truck 58) is designed for firefighting and rescue operations involving multi-story or large commercial structures. It is equipped with an aerial ladder and specialized tools such as ventilation saws, forcible entry equipment, vehicle extrication equipment, emergency medical service (EMS) tools, and ground ladders. Unlike a Type 1 engine, a ladder truck generally carries less water and focuses on providing access, ventilation, and rescue support.

In contrast, a Type 6 Fire Engine is a smaller, more maneuverable wildland or quick-attack unit built on a pickup-style chassis. It generally carries 150 to 300 gallons of water and includes limited hose and equipment. Type 6 engines are well-suited for vegetation fires, medical responses, and incidents in areas with restricted access where larger apparatuses cannot easily operate. The City has one Type 6 engine and has ordered a new one to replace the existing engine.

Table 1: Engine Types
Type Brief Description
1  Most common fire truck in use today
 Typically respondsto structural fires
 Usually transports up to 4 firefighters
2  More common in rural areas
 May be used for structural fires, but also for vegetation fires 3  Wildland engine
 Has the ability to drive in rough terrain
 Common in rural areas
4  Wildland engine
 Similar to Type 3, but a smaller pump and less hose
5, 6, 7  Typically, pick-up truck-based with 4-wheel drive  Used heavily in vegetation fires due to its off-road abilities Identifying a New Engine
Staff researched the types and styles of engines exhaustively during the purchase of Engine 57, the newest Type 1 engine that was placed in service in 2024. During this process, an apparatus committee was established to design an engine that best fits the needs of the City. Since Engine 57 is serving the needs of the City well, staff recommend continuing with the same design and manufacturer (2023 Rosenbauer). This would also bring consistency and standardization to the City’s fleet. Staff is also recommending the same color scheme as Engine 57.

Fire Fleet Overview
Since the creation of the Fire Equipment Replacement Program (FERP) in 2019, the City has taken a deliberate approach to engine replacement to ensure the fleet meets the City’s operational needs while remaining fiscally responsible. Although engines represent significant capital investments, staff has prioritized purchasing equipment to provide effective emergency response without incurring unnecessary costs for features that exceed the City’s operational needs.

The following tables highlight the City’s existing and proposed fleet by station. Frontline engines are identified by the station number.

Table 2: Existing Equipment by Station
Station Equipment Type Model Year Status
56 Engine 56 1 2016 Frontline
Engine 656(a) 6 2006 Frontline
Utility Terrain Vehicle (river access) N/A 2023 Frontline 57 Engine 57 1 2023 Frontline
Engine 257 1 2008 Reserve
58 Ladder Truck 58 1 2018 Frontline
Engine 58 1 2002 Reserve
(a) On November 5, 2025, Council approved the purchase of a new Type 6 fire engine to replace the 2006 model. The purchase price was $461,480. Estimated delivery time for Engine 656 is May 2028 (30 months from purchase date).

The City's frontline fire engines are approximately 10, 8, and 3 years old, while its two reserve engines are 18 and 24 years old.
2002 Spartan (oldest in-service engine)
The City’s oldest operational engine, the 2002 Spartan, has served the City well but is exhibiting increasing signs of wear. Upon receipt, the City would replace the 2002 Spartan in its entirety as it will be retired from service. The 2016 Spartan (Engine 56) would be transitioned to a reserve engine and housed at Fire Station 58.

Apart from the age of the 2002 Spartan, which will be 27 years old in 2029, staff’s primary concern is the engine’s declining reliability. Although reserve engines are not used daily, they are routinely placed into frontline service when the latter is out of service for scheduled maintenance or unexpected repairs. As a result, a reserve engine must be capable of performing at the same level of reliability as frontline engines. While nearly $75k has been spent on repairs in the last 16 months, a considerable amount, the greater concern is the increasing frequency of issues regarding its reliability. Table 3 provides a synopsis of recent repairs.

Table 3: Recent 2002 Spartan Maintenance Costs(a)
Date Repairs Needed Cost(b)
5/7/25 Pump packing/pump input/output shaft $3,507
10/8/25 Pump overhaul, oil leak, water pump, gauges(c) $33,092 10/21/25 Cab tilt controller, power steering leak, oil leak $2,630 3/13/26 Cab tilt electrical issues $374
5/20/26 Electrical wiring repairs $548
7/8/26 Replace coolant surge tank $790
7/28/26 Multiple leaks and electrical Issues $33,874
Total $74,815
(a) Does not include routine items, such as oils, fluids, brakes, tires, etc. (b) All figures are rounded to the nearest dollar. Totals may not equal the sum of individual amounts due to rounding.
(c) The engine was out of service for approximately 4 months due to maintenance, meeting out-of-service criteria.

As the engine has aged, replacement parts have become more difficult to obtain, and maintenance requirements have increased, making it progressively more challenging to keep the vehicle in reliable service. Compounding this issue, the current lead time for a new fire engine is approximately 2.5 years, meaning the existing reserve engine would continue to age while awaiting delivery of its replacement.

It should be further noted that as recently as July 2026, 2 of the City’s 5 engines were inoperable (Truck 58, Engine 58), leaving the City with 3 operable engines. This leaves the City with no reserve fire apparatus should another frontline apparatus be placed out of service. Truck 58 is awaiting a part with a few weeks' lead time for delivery. Engine 58 (2002 Spartan), has multiple leaks and electrical issues that require it to be out of service according to DOT regulations in regard to safety issues.

Proposal
Consistent with the guidance provided by NFPA, which recommends evaluating fire apparatus for replacement after approximately 15 years of frontline service and up to 25 years of total service life, staff recommends:
 Purchasing a new Type 1 frontline engine.
 Upon delivery, the existing 2016 frontline engine would be placed in reserve status. o Although the existing 2016 frontline engine will be approximately 13 years old at the time (early 2029) and could reasonably remain in frontline service per NFPA standards, staff’s recommendation is driven primarily by the condition and age of the City’s 2002 reserve engine, rather than the 2016 engine. Upon receipt of a new engine, the 2002 Engine would be approximately 27 years old. While larger fire departments may on occasion rely on its reserve fleet, given that the City only has 3 frontline engines, it relies heavily on its reserve engines.  The new engine would be housed at Station 56 (Lake Street); the City’s busiest station.  Returning to Council at a yet to be determined date to determine how to best surplus the 2002 Engine.

Table 4: Proposed Equipment by Station in 2029
Station Equipment Type Model Year Status
56 Engine 56 (a) 1 2027 Frontline
Engine 656 (b) 6 2026 Frontline
Utility Terrain Vehicle (river access) N/A 2023 Frontline 57 Engine 57 1 2023 Frontline
Engine 257 1 2008 Reserve
58 Ladder Truck 58 1 2018 Frontline
Engine 58 (c) 1 2016 Reserve
(a) Subject of this report. Estimated delivery time is 2.5 years (early 2029). (b) On November 5, 2025, Council approved the purchase of a new Type 6 fire engine to replace the 2006 model. The purchase price was $461,480 and is due upon receipt of the engine. Estimated delivery time for Engine 656 is 2.5 years (May 2028).
(c) Existing Engine 56 (2016) would be placed on reserve status at Station 58 and would be reclassified as Engine 58. The primary purpose of the relocation is that Station 56 does not have adequate space to store the engine indoors.

In addition to City use, engines may be used to provide mutual aid throughout the State. When resources are sent on Statewide mutual aid assignments, the City is reimbursed for the costs of staff and for the use of vehicles. As the fleet ages, it becomes more challenging to dispatch engines on mutual aid assignments.

Vendor Selection Process
Council approved Ordinance 996 C.S. on December 21, 2022, which amended the City’s Municipal Code by adding Title II, Section 4 - Purchasing Procedures. This section allows the City to utilize piggyback purchasing procedures through the Purchasing Agent to purchase supplies, equipment, or services without completing the City’s bidding or proposal process from any supplier who offers the goods or services at the same or better price, terms, and conditions as the supplier previously offered to another public agency as the lowest bidder pursuant to the competitive bidding or proposal process required by that other public agency.

Staff recommends utilizing a Sourcewell piggyback purchase agreement. Sourcewell is a national cooperative purchasing organization that conducts competitively solicited procurement on behalf of participating public agencies. Sourcewell develops and administers contracts through a competitive solicitation process that satisfies public procurement requirements, allowing participating agencies to utilize those contracts through authorized piggyback purchasing.

For large and specialized equipment purchases, cooperative contracts often provide significant advantages over conducting a formal solicitation. By aggregating the purchasing power of multiple participating agencies, Sourcewell is able to leverage economies of scale to negotiate favorable pricing, standardized terms and conditions, and reduced procurement timelines.

Staff evaluates cooperative contracts on a case-by-case basis to determine whether they are in the City's best interest and only recommends their use when they provide the greatest overall value, such as this.

FINANCIAL IMPACT:

In an effort to plan for vehicle replacement costs, the City established a Motor Vehicle Replacement Fund that accumulates annual contributions based on a vehicle's set replacement value and estimated useful life. At the time, fire engines were not included in the program. As a result, staff recommended the FERP in Fiscal Year 2019/20 using Measure K revenue. In creating the FERP, the following assumptions were made:
 Frontline engines have an expected service life of 15 years  The City has 3 fire stations; thus, the City would need to purchase a new fire engine every 5 years
 Type-1 Engines, fully equipped, cost approximately $1.5 million  $490k from Measure K would be assigned annually; up from the original allocation of $200k
Similar to most financial assumptions, a recalibration may be necessary in the future due to changes in market conditions or increases in equipment costs. The City implemented such a recalibration in Fiscal Year 2022/23 in response to rising fire engine costs, ensuring that budget projections remained aligned with actual expenditures.

Table 5: Annual budget allocationsto the FERP (source: Measure K) Fiscal Year (FY) $ allocation per FY Total
18/19a, 19/20, 20/21, 21/22 $200,000 $800,000
22/23, 23/24, 24/25, 25/26 $490,000 $1,960,000
26/27 (per adopted budget)(b) $490,000 $490,000
Total(c): $3,250,000
(a) Funds were not originally allocated during the 2018/19 budget process. Rather, the City retroactively assigned unexpected additional revenue from Measure K in FY 2019/20. (b) Funds are typically allocated as funding is received throughout the fiscal year or at the end of the fiscal year.
(c) Not included in this figure are revenues received by the City when an engine responds to a State request for support.

Over the past several years, the City has invested in equipment to enhance the City’s operational capacity and proactively reduce the likelihood of fires starting within the community. These funds have been used not only for direct fire department equipment, such as apparatus and protective gear, but also for heavy equipment that enables the City to reduce fire fuel loads, including the removal of dry brush and overgrown vegetation along the Fresno River.

Fortunately, the City has been able to allocate funds for nine fiscal years, including the retroactive year, which has allowed for the purchase of both new and replacement equipment. These ongoing investments have improved emergency response capabilities and significantly reduced the severity and frequency of fires, particularly along the Fresno River. Table 6 summarizes equipment acquisitions.

Table 6: Equipment acquisitions under the FERP
Fiscal Year Equipment Purchased Purchase total(a)
19/20 Utility Terrain Vehicle 1 $20,545
21/22 Type 1; Engine 57 $751,460
22/23 Equipment for Engine 57 $206,544
23/24 Utility Terrain Vehicle 2 $23,704
23/24 Tractor with boom(b) $150,182
24/25 Skid steer with masticator(b) $113,533
23/24 Flail mower(b) $13,977
25/26 Type-6 Fire Engine(c) $461,480
26/27 Type 1; Engine 56 (this item)(d) $1,263,012
Total $3,004,437
(a) All figures are rounded to the nearest dollar. Totals may not equal the sum of individual amounts due to rounding.
(b) Equipment purchased for the Safe & Clean team primarily to reduce fuel along the river.
(c) Per report to Council on Nov. 19, 2025, this invoice is to be paid upon delivery of the engine.
(d) This item. To be paid upon delivery of the engine.

It is noted that the City also owns three, ¾ ton trucks, assigned to the battalion chiefs. The trucks are in the City’s vehicle replacement fund and are not part of the FERP.

Fund balance & payment options
The City has approximately $1.7M in the FERP as of June 30, 2025. An additional $490,000 is budgeted to be added to the reserve during Fiscal Year 2026/27.

The base price of the Type-1 engine is $1,263,012. The dealer offers a pre-payment option. If exercised, the price under the pre-payment option would be $1,146,066, or $116,946 lower than the base price. Staff calculated that the City will lose approximately $107,385 of interest income during the 900-day construction period of the vehicle if the pre-payment is made. Given the loss of interest income, staff is recommending that the base price option be selected.

Table 7: Cost for new engine(a)
Base Price If pre-paid Equipment(b)
$1,263,012 $1,146,066 ±$200k
(a) Figures are rounded to the nearest dollar.
(b) Not part of thisrequest; rather, a future item will be brought before Council for consideration.

While costly, citizens can rest assured that the staff does not take this purchase casually. Rather, staff has taken necessary steps to obtain the most precise and accurate information to purchase the best product available. The initial Type-1 engine is one of the essential tools that the City employs for structure fires, vehicle accidents, medical aids, etc. Above all, this apparatus will ensure lasting service to serve and safeguard the citizens and properties the City is charged with protecting.

ALTERNATIVES:

As an alternative, Council may:

1. Request additional information on the cost, engine type, etc.

2. Defer making the purchase.

3. Deny the request.

ATTACHMENTS:

1. Resolution
a. Sourcewell purchase agreement

2. Photos of the City’s existing Engine 58 (2002 Spartan) to be decommissioned in 2029

3. Photos of the model proposed for purchase per this report Attachment 1: Resolution, including Purchase Agreement
RESOLUTION NO.

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MADERA

APPROVING A PURCHASE AGREEMENT FOR A ROSENBAUER CUSTOM
TYPE 1 FIRE ENGINE A SOURCEWELL PURCHASE CONTRACT #082025- RSD; AUTHORIZING EXECUTION BY CITY MANAGER; AND AMENDING THE 2025/26 ADOPTED BUDGET APPROPRIATING $1,263,012 FOR THE

PURCHASE IN THE MEASURE K FIRE BUDGET FOR THE PURCHASE OF

EQUIPMENT
WHEREAS, the City has determined that it is prudent to purchase a new type 1 fire engine to replace a 2002 Spartan Metro Star that is 24 years old; and WHEREAS, the purchase of a new type 1 engine will help ensure lasting service to serve and safeguard the citizens, visitors, and properties the City is charged with protecting; and WHEREAS, staff conducted exhaustive research to ensure that the new type 1 engine meets the needs of the community and that staff have taken all necessary steps to obtain the most precise and accurate information to purchase the best product available; and WHEREAS, staff has identified Rosenbauer South Dakota, LLC as the best option; and WHEREAS, the purchase can be made without the City soliciting formal bids because the basic specifications and corresponding purchase price have already been formally and competitively bid under a cooperative purchasing contract through Sourcewell. The cooperative agreement allows the City to purchase the engine without independently negotiating new terms; and
WHEREAS, the City created a Fire Engine Replacement Fund using Measure K revenue in Fiscal Year 19/20; and
WHEREAS, the City Council previously adopted a City-wide budget for the 26/27 fiscal year; and
WHEREAS, the City has determined that it is prudent to purchase a Type 1 engine at a cost of $1,263,012; and
WHEREAS, an adequate fund balance is available in the Fire Engine Replacement Fund to allow for said increase of appropriations.

NOW THEREFORE, the City Council of the City of Madera hereby finds orders and resolves as follows:

1. The above recitals are true and correct.

2. The Purchase Agreement for a Rosenbauer Type 1 Fire Engine under a Sourcewell Purchase Contract #082025-RSD is approved, attached hereto as Exhibit A is approved.

3. The budget of the affected Measure K Fire Fund is hereby amended to include the appropriate changes shown in Exhibit B to this resolution which is incorporated by reference.

4. The City Manager is authorized to execute the Purchase Agreement.

5. A signed copy of this resolution shall be placed on file in the Office of the Director of Finance who shall prepare entries necessary to reflect budget changesidentified in the City's accounting system.

6. Thisresolution is effective immediately upon adoption. * * *

ORG OBJECT
FUND CODE CODE DESCRIPTION (+) (-)
Measure K Fire
1026 2500 4900 Budgetary Carryover $ 1,263,012
1026 2500 7000 Vehicles and Equipment $ 1,263,012
$ 1,263,012 $ 1,263,012

EXHIBIT A

CITY OF MADERA
Budget Appropriations: Res. 26-______
Budget Adjustments for Fiscal Year 2026/27
1 PARTICIPATING AGREEMENT
to Sourcewell Contract No. 082025-RSD
This Participating Agreement (“PA”) is entered into by and between the City of Madera, California (“City”) and Rosenbauer America, LLC, a Delaware limited liability company with offices at 5240 257th Street, Wyoming, MN 55092 (“Vendor”) for the purpose of establishing terms applicable to the City’s use of the following cooperative agreement:

Original Agreement: Sourcewell Contract No. 082025-RSD (Exhibit A) Original Contract Term: 04/04/2026-12/08/2029
The City intends to piggyback the above-referenced cooperative agreement in accordance with Title II, Chapter 4 of the Madera Municipal Code.

Except as specifically modified herein, all terms, conditions, pricing, and specifications of the original cooperative agreement shall remain in full force and effect.

1. INCORPORATION OF COOPERATIVE AGREEMENT
The cooperative agreement identified above is incorporated herein by reference as though fully set forth, a copy of which is maintained by the City’s Purchasing Agent.

In the event of a conflict between this PA and the original cooperative agreement, the terms of this PA shall control for purchases made by the City; provided, however, that the warranty, limitation of liability, disclaimer of warranties, and remedy provisions of the original cooperative agreement shall remain in full force and effect and shall not be superseded, reduced, or expanded by this PA.

2. DESCRIPTION OF GOODS AND/OR SERVICES
Rosenbauer Custom Type 1 Fire Engine, as identified in Exhibit B.

3. CITY OF MADERA PROCUREMENT TERMS
The following supplemental or modified terms shall apply to the City’s purchases under this PA:

3.1. Indemnification
Vendor shall indemnify, defend, save, and the City of Madera, including its agents and employees, harmless from any claims or causes of action, including attorneys’ fees incurred by the City, arising out of any act or omission in the performance of this agreement by the Vendor or its agents or employees; this indemnification includes injury or death to person(s) or property alleged to have been caused by some defect in design, condition, or performance of the goods under this Agreement. The City’s responsibility will be governed by the California Government Claims Act (California Government Code Section 810 et seq.) and other applicable law.

3.2. Insurance Requirements
The insurance requirements applicable to this PA shall be based on the category of goods and/or services being procured. The applicable category shall be identified below with the specific requirements attached as Exhibit C if applicable. ☑ Goods Only – No Insurance Required
☐ Goods and Services – Schedule A
☐ General Services – Schedule B
☐ Consultant Services – Schedule C
☐ Contractor Services – Schedule D
☐ Software – Schedule E
☐ Software as a Service (SaaS) – Schedule F
The checked schedule(s), included as Exhibit C, when applicable, and incorporated herein by reference and establishes the minimum insurance requirements applicable to Vendor under this PA.

3.3. Invoicing and Payment
Invoices shall reference the applicable City purchase order number and be submitted to:

Anthony Garcia, Battalion Chief, [email protected] Payment terms shall be net 30 unless otherwise approved in writing by the City.

3.4. Purchase Orders
No work shall commence, and no goods shall be provided until the Vendor receives a valid City purchase order, if required by the City.

3.5. Prevailing Wage
If the work performed under this PA constitutes public works subject to California prevailing wage laws, Vendor shall comply with all applicable requirements of the California Labor Code.

3.6. Force Majeure
Neither party shall be liable for any delay or failure to perform its obligations under this PA, other than payment obligations, to the extent caused by events beyond its reasonable control, including acts of God, fire, flood, earthquake, severe weather, war, terrorism, civil unrest, labor disputes, epidemics or pandemics, governmental actions or orders, and shortages of or delays in materials, components, or transportation affecting the supply chain. The affected party shall promptly notify the other party in writing of the force majeure event and its anticipated duration, shall use commercially reasonable efforts to mitigate the effects and resume performance, and the time for performance shall be extended by a period equal to the duration of the delay. If a force majeure event continues for more than one hundred twenty (120) days, either party may terminate the affected purchase upon written notice, in which case the City shall pay for all goods delivered and work performed through the date of termination and neither party shall have further liability arising from the excused delay.

3.7. Governing Law and Dispute Resolution
This PA shall be governed by the laws of the State of California. The parties shall attempt in good faith to resolve any dispute through informal negotiation before initiating litigation, and any action shall be brought in the state or federal courts located in Madera County, California.

Nothing in this PA waives any claim-presentation requirement under the California Government Claims Act.

4. Term
This PA shall become effective upon execution by both parties and shall remain in effect through the term of the original cooperative agreement, including any valid renewals or extensions, unless terminated earlier in accordance with the terms herein or the original cooperative agreement.

5. Authority
The individuals signing below represent and warrant that they are authorized to execute this PA on behalf of their respective parties.

CITY OF MADERA
a municipal corporation
By:

Cecelia K. Gallegos, Mayor
Date: _______________________________

ROSENBAUER AMERICA, LLC
By:

Date: _______________________________
ATTEST:

By:

Alicia Gonzales, City Clerk
Date: ____________________________

APPROVED AS TO FORM
By:

Shannon L. Chaffin, City Attorney
Date: ____________________________
Attachments:

Exhibit A - Sourcewell Contract No. 082025-RSD
Exhibit B – Burton’s Fire, Inc. Quote No. 3208

EXHIBIT A
082025-RSD
v052824 1
MASTER AGREEMENT # 082025
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ŶƟƚLJĐĐĞƐƐ͘ ^ŽƵƌĐĞǁĞůů͛ƐCŽŽƉĞƌĂƟǀĞPurchasing Program Master Agreements are ĂǀĂŝůĂďůĞƚŽĞůŝŐŝďůĞƉƵďůŝĐĂŐĞŶĐŝĞƐ;WĂƌƟĐŝƉĂƟŶŐ
ŶƟƟĞƐͿ. WĂƌƟĐŝƉĂƟŶŐ
ŶƟƚLJ͛ƐĂƵƚŚŽƌŝƚLJƚŽĂĐĐĞƐƐ
^ŽƵƌĐĞǁĞůů͛ƐCŽŽƉĞƌĂƟǀĞPurchasing PƌŽŐƌĂŵŝƐĚĞƚĞƌŵŝŶĞĚƚŚƌŽƵŐŚƚŚĞůĂǁƐŽĨŝƚƐƌĞƐƉĞĐƟǀĞ ũƵƌŝƐĚŝĐƟŽŶ͘
4) ^ƵƉƉůŝĞƌĐĐĞƐƐ͘ dŚĞ/ŶĐůƵĚĞĚ^ŽůƵƟŽŶƐŽīĞƌĞĚƵŶĚĞƌƚŚŝƐŐƌĞĞŵĞŶƚŵĂLJďĞŵĂĚĞĂǀĂŝůĂďůĞƚŽĂŶLJ WĂƌƟĐŝƉĂƟŶŐ
ŶƟƚLJ͘^ƵƉƉůŝĞƌƵŶĚĞƌƐƚĂŶĚƐƚŚĂƚĂWĂƌƟĐŝƉĂƟŶŐ
ŶƟƚLJ͛ƐƵƐĞŽĨƚŚŝƐŐƌĞĞŵĞŶƚŝƐĂƚƚŚĞ
WĂƌƟĐŝƉĂƟŶŐ
ŶƟƚLJ͛ƐƐŽůĞĐŽŶǀĞŶŝĞŶĐĞ͘^ƵƉƉůŝĞƌǁŝůůĞĚƵĐĂƚĞŝƚƐƐĂůĞƐĂŶĚƐĞƌǀŝĐĞĨŽƌĐĞƐĂďŽƵƚ ^ŽƵƌĐĞǁĞůůĞůŝŐŝďŝůŝƚLJƌĞƋƵŝƌĞŵĞŶƚƐĂŶĚƌĞƋƵŝƌĞĚĚŽĐƵŵĞŶƚĂƟŽŶ͘^ƵƉƉůŝĞƌǁŝůůďĞƌĞƐƉŽŶƐŝďůĞĨŽƌ ĞŶƐƵƌŝŶŐƐĂůĞƐĂƌĞǁŝƚŚWĂƌƟĐŝƉĂƟŶŐ
ŶƟƟĞƐ.
"!



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5) dĞƌŵ͘ dŚŝƐŐƌĞĞŵĞŶƚŝƐĞīĞĐƟǀĞƵƉŽŶƚŚĞĚĂƚĞŽĨƚŚĞĮŶĂůƐŝŐŶĂƚƵƌĞďĞůŽǁ͘dŚĞƚĞƌŵŽĨƚŚŝƐ ŐƌĞĞŵĞŶƚŝƐĨŽƵƌ;ϰͿLJĞĂƌƐĨƌŽŵƚŚĞĞīĞĐƟǀĞĚĂƚĞ͘dŚĞŐƌĞĞŵĞŶƚĞdžƉŝƌĞƐĂƚϭϭ͗ϱϵW͘D͘ĞŶƚƌĂů Time on December 8, 2029͕ƵŶůĞƐƐŝƚŝƐĐĂŶĐĞůůĞĚŽƌĞdžƚĞŶĚĞĚĂƐĚĞĮŶĞĚŝŶƚŚŝƐŐƌĞĞŵĞŶƚ͘ a)
džƚĞŶƐŝŽŶƐ͘ Sourcewell and Supplier may agree to up to three ;ϯͿ ĂĚĚŝƟŽŶĂůŽŶĞ-year extensions ďĞLJŽŶĚƚŚĞŽƌŝŐŝŶĂůĨŽƵƌ-LJĞĂƌƚĞƌŵ͘dŚĞƚŽƚĂůƉŽƐƐŝďůĞůĞŶŐƚŚŽĨƚŚŝƐŐƌĞĞŵĞŶƚǁŝůůďĞƐĞǀĞŶ(7) LJĞĂƌƐĨƌŽŵƚŚĞĞīĞĐƟǀĞĚĂƚĞ͘
b)
džĐĞƉƟŽŶĂůŝƌĐƵŵƐƚĂŶĐĞƐ͘ ^ŽƵƌĐĞǁĞůůƌĞƚĂŝŶƐƚŚĞƌŝŐŚƚƚŽĐŽŶƐŝĚĞƌĂĚĚŝƟŽŶĂůĞdžƚĞŶƐŝŽŶƐĂƐ ƌĞƋƵŝƌĞĚƵŶĚĞƌĞdžĐĞƉƟŽŶĂůĐŝƌĐƵŵƐƚĂŶĐĞƐ͘
6) ^ƵƌǀŝǀĂůŽĨdĞƌŵƐ͘ EŽƚǁŝƚŚƐƚĂŶĚŝŶŐƚŚĞƚĞƌŵŝŶĂƟŽŶŽĨƚŚŝƐŐƌĞĞŵĞŶƚ͕ƚŚĞŽďůŝŐĂƟŽŶƐŽĨƚŚŝƐ ŐƌĞĞŵĞŶƚǁŝůůĐŽŶƟŶƵĞƚŚƌŽƵŐŚƚŚĞƉĞƌĨŽƌŵĂŶĐĞƉĞƌŝŽĚŽĨĂŶLJƚƌĂŶƐĂĐƟŽŶĞŶƚĞƌĞĚbetween ^ƵƉƉůŝĞƌĂŶĚĂŶLJWĂƌƟĐŝƉĂƟŶŐ
ŶƟƚLJďĞĨŽƌĞƚŚĞƚĞƌŵŝŶĂƟŽŶĚĂƚĞ͘
7) ^ĐŽƉĞ͘^ƵƉƉůŝĞƌŝƐĂǁĂƌĚĞĚĂDĂƐƚĞƌŐƌĞĞŵĞŶƚƚŽƉƌŽǀŝĚĞƚŚĞƐŽůƵƟŽŶƐŝĚĞŶƟĮĞĚin (RFP #082025), Category ϭ͗^ƚƌƵĐƚƵƌĂůƉƉĂƌĂƚƵƐĂŶĚŽŵƉƌĞŚĞŶƐŝǀĞ^ŽůƵƟŽŶƐ͕ƚŽWĂƌƟĐŝƉĂƟŶŐ ŶƟƟĞƐ͘/Ŷ^ĐŽƉĞ
ƐŽůƵƟŽŶƐŝŶĐůƵĚĞ͗
a. ĂƚĞŐŽƌLJϭ͗^ƚƌƵĐƚƵƌĂůƉƉĂƌĂƚƵƐĂŶĚŽŵƉƌĞŚĞŶƐŝǀĞ^ŽůƵƚŝŽŶƐ͕including, but not ůŝŵŝƚĞĚƚŽ͗
i. Pumper trucks, aerial trucks, tanker/tender or water supply trucks, and ƋƵŝŶƚƐ͖
ii.

ƋƵŝƉŵĞŶƚ͕ŽƉƚŝŽŶƐ͕ĂĐĐĞƐƐŽƌŝĞƐ͕ĐŽŵƉŽŶĞŶƚƐ͕ĂŶĚƐƵƉƉůŝĞƐcomplementary ƚŽƚŚĞŽĨĨĞƌŝŶŐŽĨƚŚĞƵŶŝƚƚLJƉĞƐĚĞƐĐƌŝďĞĚŝŶŝ͘ĂďŽǀĞ͖ iii. ZĞůĂƚĞĚƐĞƌǀŝĐĞƐŝŶĐůƵĚŝŶŐŝŶƐƚĂůůĂƚŝŽŶ͕ĐƵƐƚŽŵŝnjĂƚŝŽŶ͕ƌĞŵŽƵŶƚŝŶŐ͕ ƌĞĨƵƌďŝƐŚŵĞŶƚ͕ŝŶƐƉĞĐƚŝŽŶ͕ŵĂŝŶƚĞŶĂŶĐĞ͕ƌĞƉĂŝƌ͕ƚƌĂŝŶŝŶŐ͕ĂŶĚƐƵƉƉŽƌƚ͕ ĚŝƌĞĐƚůLJƌĞůĂƚĞĚƚŽƚŚĞŽĨĨĞƌŝŶŐŝŶŝ͘– ŝŝ͘ĂďŽǀĞ͖ĂŶĚ͕ iv. ĂƚĞŐŽƌLJϭ responders MAY include complementary Specialty Apparatus and

ƋƵŝƉŵĞŶƚand ƌƵƐŚĂŶĚtŝůĚůĂŶĚhƌďĂŶ/ŶƚĞƌĨĂĐĞ;th/ͿƉƉĂƌĂƚƵƐ solutions in their response.
8) /ŶĐůƵĚĞĚ^ŽůƵƟŽŶƐ͘ ^ƵƉƉůŝĞƌ͛ƐWƌŽƉŽƐĂůƚŽƚŚĞĂďŽǀĞƌĞĨĞƌĞŶĐĞĚZ&Wis incorporated into this Master ŐƌĞĞŵĞŶƚ͘KŶůLJƚŚŽƐĞ^ŽůƵƟŽŶƐŝŶĐůƵĚĞĚǁŝƚŚŝŶ^ƵƉƉůŝĞƌ͛ƐWƌŽƉŽƐĂůĂŶĚǁŝƚŚŝŶ^ĐŽƉĞ;/ŶĐůƵĚĞĚ ^ŽůƵƟŽŶƐͿĂƌĞŝŶĐůƵĚĞĚǁŝƚŚŝŶƚŚĞŐƌĞĞŵĞŶƚĂŶĚŵĂLJďĞŽīĞƌĞĚƚŽWĂƌƟĐŝƉĂƟŶŐ ŶƟƟĞƐ.
9) /ŶĚĞĮŶŝƚĞYƵĂŶƟƚLJ͘ dŚŝƐDĂƐƚĞƌŐƌĞĞŵĞŶƚĚĞĮŶĞƐĂŶŝŶĚĞĮŶŝƚĞƋƵĂŶƟƚLJŽĨƐĂůĞƐƚŽĞůŝŐŝďůĞ WĂƌƟĐŝƉĂƟŶŐ
ŶƟƟĞƐ.
10) WƌŝĐŝŶŐ͘ WƌŝĐŝŶŐŝŶĨŽƌŵĂƟŽŶ;ŝŶĐůƵĚŝŶŐWƌŝĐŝŶŐĂŶĚĞůŝǀĞƌLJĂŶĚWƌŝĐŝŶŐKīĞƌĞĚtĂďůĞƐͿĨŽƌĂůů/ŶĐůƵĚĞĚ ^ŽůƵƟŽŶƐǁŝƚŚŝŶ^ƵƉƉůŝĞƌ͛ƐWƌŽƉŽƐĂůŝƐŝŶĐŽƌƉŽƌĂƚĞĚŝŶƚŽƚŚŝƐDĂƐƚĞƌŐƌĞĞŵĞŶƚ͘ 11) EŽƚƚŽ
džĐĞĞĚWƌŝĐŝŶŐ͘ Suppliers may not exceed the prices listed in the current Pricing List ŽŶĮůĞ with Sourcewell ǁŚĞŶŽīĞƌŝŶŐ/ŶĐůƵĚĞĚ^ŽůƵƟŽŶƐƚŽWĂƌƟĐŝƉĂƟŶŐ ŶƟƟĞƐ͘WĂƌƟĐŝƉĂƟŶŐ
ŶƟƟĞƐŵĂLJ
ƌĞƋƵĞƐƚĂĚũƵƐƚŵĞŶƚƐƚŽƉƌŝĐŝŶŐĚŝƌĞĐƚůLJĨƌŽŵ^ƵƉƉůŝĞƌĚƵƌŝŶŐƚŚĞŶĞŐŽƟĂƟŽŶĂŶĚĞdžĞĐƵƟŽŶŽĨĂŶLJ ƚƌĂŶƐĂĐƟŽŶ.
12) KƉĞŶDĂƌŬĞƚ͘ ^ƵƉƉůŝĞƌ͛ƐŽƉĞŶŵĂƌŬĞƚƉƌŝĐŝŶŐprocess is included within its Proposal. "!



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ϭϯͿ ^ƵƉƉůŝĞƌZĞƉƌĞƐĞŶƚĂƟŽŶƐ͗
i) ŽŵƉůŝĂŶĐĞ͘ Supplier represents and warrants it will provide all Included ^ŽůƵƟŽŶƐ ƵŶĚĞƌƚŚŝƐŐƌĞĞŵĞŶƚŝŶĨƵůůĐŽŵƉůŝĂŶĐĞǁŝƚŚĂƉƉůŝĐĂďůĞĨĞĚĞƌĂů͕ƐƚĂƚĞ͕ĂŶĚůŽĐĂůůĂǁƐĂŶĚ ƌĞŐƵůĂƟŽŶƐ͘
ii) >ŝĐĞŶƐĞƐ͘ ƐĂƉƉůŝĐĂďůĞ͕^ƵƉƉůŝĞƌǁŝůůŵĂŝŶƚĂŝŶĂǀĂůŝĚƐƚĂƚƵƐŽŶĂůůƌĞƋƵŝƌĞĚĨĞĚĞƌĂů͕ƐƚĂƚĞ͕ ĂŶĚůŽĐĂůůŝĐĞŶƐĞƐ͕ďŽŶĚƐ͕ĂŶĚƉĞƌŵŝƚƐƌĞƋƵŝƌĞĚĨŽƌƚŚĞŽƉĞƌĂƟŽŶŽĨ^ƵƉƉůŝĞƌ͛ƐďƵƐŝŶĞƐƐǁŝƚŚ WĂƌƟĐŝƉĂƟŶŐ
ŶƟƟĞƐ͘WĂƌƟĐŝƉĂƟŶŐ
ŶƟƟĞƐŵĂLJƌĞƋƵĞƐƚĂůůƌĞůĞǀĂŶƚĚŽĐƵŵĞŶƚĂƟŽŶĚŝƌĞĐƚůLJĨƌŽŵ Supplier.
iii) ^ƵƉƉůŝĞƌtĂƌƌĂŶƚƐ͘ Supplier warrants that all Included ^ŽůƵƟŽŶƐĨƵƌŶŝƐŚĞĚƵŶĚĞƌƚŚŝƐ ŐƌĞĞŵĞŶƚĂƌĞĨƌĞĞĨƌŽŵůŝĞŶƐĂŶĚĞŶĐƵŵďƌĂŶĐĞƐ͕ĂŶĚĂƌĞĨƌĞĞĨƌŽŵĚĞĨĞĐƚƐŝŶĚĞƐŝŐŶ͕ŵĂƚĞƌŝĂůƐ͕ ĂŶĚǁŽƌŬŵĂŶƐŚŝƉ͘/ŶĂĚĚŝƟŽŶ͕^ƵƉƉůŝĞƌǁĂƌƌĂŶƚƐƚŚĞ^ŽůƵƟŽŶƐĂƌĞƐƵŝƚĂďůĞĨŽƌĂŶĚǁŝůůƉĞƌĨŽƌŵ in accordance with the ordinary uƐĞĨŽƌǁŚŝĐŚƚŚĞLJĂƌĞŝŶƚĞŶĚĞĚ͘ 14) ĂŶŬƌƵƉƚĐLJEŽƟĐĞƐ͘ ^ƵƉƉůŝĞƌĐĞƌƟĮĞƐĂŶĚǁĂƌƌĂŶƚƐŝƚŝƐŶŽƚĐƵƌƌĞŶƚůLJŝŶĂďĂŶŬƌƵƉƚĐLJƉƌŽĐĞĞĚŝŶŐ͘ Supplier has disclosed all current and completed bankruptcy proceedings within the past seven years ǁŝƚŚŝŶŝƚƐWƌŽƉŽƐĂů͘^ƵƉƉůŝĞƌŵƵƐƚƉƌŽǀŝĚĞŶŽƟĐĞŝŶǁƌŝƟŶŐƚŽ^ŽƵƌĐĞǁĞůůŝĨŝƚĞŶƚĞƌƐĂďĂŶŬƌƵƉƚĐLJ ƉƌŽĐĞĞĚŝŶŐĂƚĂŶLJƟŵĞĚƵƌŝŶŐƚŚĞƚĞƌŵŽĨƚŚŝƐŐƌĞĞŵĞŶƚ͘ 15) ĞďĂƌŵĞŶƚĂŶĚ^ƵƐƉĞŶƐŝŽŶ͘ ^ƵƉƉůŝĞƌĐĞƌƟĮĞƐĂŶĚǁĂƌƌĂŶƚƐƚŚĂƚŶĞŝƚŚĞƌŝƚŶŽƌŝƚƐƉƌŝŶĐŝƉĂůƐĂƌĞ ƉƌĞƐĞŶƚůLJĚĞďĂƌƌĞĚ͕ƐƵƐƉĞŶĚĞĚ͕ƉƌŽƉŽƐĞĚĨŽƌĚĞďĂƌŵĞŶƚ͕ĚĞĐůĂƌĞĚŝŶĞůŝŐŝďůĞ͕ŽƌǀŽůƵŶƚĂƌŝůLJĞdžĐůƵĚĞĚ ĨƌŽŵƉƌŽŐƌĂŵƐŽƉĞƌĂƚĞĚďLJƚŚĞ^ƚĂƚĞŽĨDŝŶŶĞƐŽƚĂ͕ƚŚĞhŶŝƚĞĚ^ƚĂƚĞƐĨĞĚĞƌĂůŐŽǀĞƌŶŵĞnt, or any WĂƌƟĐŝƉĂƟŶŐ
ŶƟƚLJ͘^ƵƉƉůŝĞƌĐĞƌƟĮĞƐĂŶĚǁĂƌƌĂŶƚƐƚŚĂƚŶĞŝƚŚĞƌŝƚŶŽƌŝƚƐƉƌŝŶĐŝƉĂůƐŚĂǀĞďĞĞŶ ĐŽŶǀŝĐƚĞĚŽĨĂĐƌŝŵŝŶĂůŽīĞŶƐĞƌĞůĂƚĞĚƚŽƚŚĞƐƵďũĞĐƚŵĂƩĞƌŽĨƚŚŝƐŐƌĞĞŵĞŶƚ͘^ƵƉƉůŝĞƌĨƵƌƚŚĞƌ warrants that it will pƌŽǀŝĚĞŝŵŵĞĚŝĂƚĞǁƌŝƩĞŶŶŽƟĐĞƚŽ^ŽƵƌĐĞǁĞůůŝĨƚŚŝƐĐĞƌƟĮĐĂƟŽŶĐŚĂŶŐĞƐĂƚ ĂŶLJƟŵĞĚƵƌŝŶŐƚŚĞƚĞƌŵŽĨƚŚŝƐŐƌĞĞŵĞŶƚ͘
16) WƌŽǀŝƐŝŽŶƐĨŽƌŶŽŶ-hŶŝƚĞĚ^ƚĂƚĞƐĨĞĚĞƌĂůĞŶƟƚLJƉƌŽĐƵƌĞŵĞŶƚƐƵŶĚĞƌhŶŝƚĞĚ^ƚĂƚĞƐĨĞĚĞƌĂůĂǁĂƌĚƐ ŽƌŽƚŚĞƌĂǁĂƌĚƐ;ƉƉĞŶĚŝdžII ƚŽϮ͘&͘ZΑϮϬϬͿ͘ WĂƌƟĐŝƉĂƟŶŐ ŶƟƟĞƐƚŚĂƚƵƐĞhŶŝƚĞĚ^ƚĂƚĞƐĨĞĚĞƌĂů
ŐƌĂŶƚŽƌŽƚŚĞƌĨĞĚĞƌĂůĨƵŶĚŝŶŐƚŽƉƵƌĐŚĂƐĞƐŽůƵƟŽŶƐĨƌŽŵƚŚŝƐŐƌĞĞŵĞŶƚŵĂLJďĞƐƵďũĞĐƚƚŽ ĂĚĚŝƟŽŶĂůƌĞƋƵŝƌĞŵĞŶƚƐŝŶĐůƵĚŝŶŐƚŚĞƉƌŽĐƵƌĞŵĞŶƚƐƚĂŶĚĂƌĚƐŽĨƚŚĞhŶŝĨŽƌŵĚŵŝŶŝƐƚƌĂƟǀĞ ZĞƋƵŝƌĞŵĞŶƚƐ͕ŽƐƚWƌŝŶĐŝƉůĞƐĂŶĚƵĚŝƚZĞƋƵŝƌĞŵĞŶƚƐĨŽƌ&ĞĚĞƌĂůǁĂƌĚƐ͕Ϯ͘&͘Z͘ΑϮϬϬ͘ WĂƌƟĐŝƉĂƟŶŐ
ŶƟƟĞƐŵĂLJŚĂǀĞĂĚĚŝƟŽŶĂůƌĞƋƵŝƌĞŵĞŶƚƐďĂƐĞĚŽŶƐƉĞĐŝĮĐĨƵŶĚŝŶŐƐŽƵƌĐĞƚĞƌŵƐŽƌ ĐŽŶĚŝƟŽŶƐ͘tŝƚŚŝŶƚŚŝƐ^ĞĐƟŽŶ͕ĂůůƌĞĨĞƌĞŶĐĞƐƚŽ͞ĨĞĚĞƌĂů͟ƐŚŽƵůĚďĞŝŶƚĞƌƉƌĞƚĞĚƚŽŵĞĂŶƚŚĞhŶŝƚĞĚ ^ƚĂƚĞƐĨĞĚĞƌĂůŐŽǀĞƌŶŵĞŶƚ͘dŚĞĨŽůůŽǁŝŶŐůŝƐƚĂƉƉůŝĞƐǁŚĞŶĂWĂƌƟĐŝƉĂƟŶŐ ŶƟƚLJĂĐĐĞƐƐĞƐ^ƵƉƉůŝĞƌ͛Ɛ
Included ^ŽůƵƟŽŶƐǁŝƚŚhŶŝƚĞĚ^ƚĂƚĞƐĨĞĚĞƌĂůĨƵŶĚƐ͘
i)
Yh>
DW>KzD
EdKWWKZdhE/dz͘
džĐĞƉƚĂƐŽƚŚĞƌǁŝƐĞƉƌŽǀŝĚĞĚƵŶĚĞƌϰϭ͘&͘Z͘Α
60, all agreements ƚŚĂƚŵĞĞƚƚŚĞĚĞĮŶŝƟŽŶŽĨ͞ĨĞĚĞƌĂůůLJĂƐƐŝƐƚĞĚĐŽŶƐƚƌƵĐƟŽŶĐŽŶƚƌĂĐƚ͟ŝŶϰϭ ͘&͘Z͘ΑϲϬ-ϭ͘ϯŵƵƐƚŝŶĐůƵĚĞƚŚĞĞƋƵĂůŽƉƉŽƌƚƵŶŝƚLJĐůĂƵƐĞƉƌŽǀŝĚĞĚƵŶĚĞƌϰϭ͘&͘Z͘ΑϲϬ-1.4(b), in ĂĐĐŽƌĚĂŶĐĞǁŝƚŚ
džĞĐƵƟǀĞKƌĚĞƌϭϭϮϰϲ͕͞
ƋƵĂů
ŵƉůŽLJŵĞŶƚKƉƉŽƌƚƵŶŝƚLJ͟;ϯϬ&ZϭϮϯϭϵ͕ϭϮϵϯϱ͕
ϯ͘&͘Z͘Α͕ϭϵϲϰ-ϭϵϲϱŽŵƉ͕͘Ɖ͘ϯϯϵͿ͕ĂƐĂŵĞŶĚĞĚďLJ
džĞĐƵƟǀĞKƌĚĞƌϭϭϯϳϱ͕͞ŵĞŶĚŝŶŐ

džĞĐƵƟǀĞKƌĚĞƌϭϭϮϰϲZĞůĂƟŶŐƚŽ
ƋƵĂů
ŵƉůŽLJŵĞŶƚKƉƉŽƌƚƵŶŝƚLJ͕͟ ĂŶĚŝŵƉůĞŵĞŶƟŶŐ
ƌĞŐƵůĂƟŽŶƐĂƚϰϭ͘&͘Z͘ΑϲϬ͕͞KĸĐĞŽĨ&ĞĚĞƌĂůŽŶƚƌĂĐƚŽŵƉůŝĂŶĐĞWƌŽŐƌĂŵƐ͕ ƋƵĂů
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082025-RSD
v052824 4

ŵƉůŽLJŵĞŶƚKƉƉŽƌƚƵŶŝƚLJ͕ĞƉĂƌƚŵĞŶƚŽĨ>ĂďŽƌ͘͟dŚĞĞƋƵĂůŽƉƉŽƌƚƵŶŝƚLJĐůĂƵƐĞŝƐŝŶĐŽƌƉŽƌĂƚĞĚ ŚĞƌĞŝŶďLJƌĞĨĞƌĞŶĐĞ͘
ii) s/^-KEd͕^D
E
;ϰϬh͘^͘͘Αϯϭϰϭ-ϯϭϰϴͿ͘ tŚĞŶƌĞƋƵŝƌĞĚďLJĨĞĚĞƌĂů
ƉƌŽŐƌĂŵůĞŐŝƐůĂƟŽŶ͕ĂůůƉƌŝŵĞĐŽŶƐƚƌƵĐƟŽŶĐŽŶƚƌĂĐƚƐŝŶĞdžĐĞƐƐŽĨΨϮ͕ϬϬϬĂǁĂƌĚĞĚďLJŶŽŶ-ĨĞĚĞƌĂů ĞŶƟƟĞƐŵƵƐƚŝŶĐůƵĚĞĂƉƌŽǀŝƐŝŽŶĨŽƌĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚĞĂǀŝƐ-ĂĐŽŶĐƚ;ϰϬh͘^͘͘Αϯϭϰϭϯϭϰϰ͕ĂŶĚϯϭϰϲ-ϯϭϰϴͿĂƐƐƵƉƉůĞŵĞŶƚĞĚďLJĞƉĂƌƚŵĞŶƚŽĨ>ĂďŽƌƌĞŐƵůĂƟŽŶƐ;Ϯϵ͘&͘Z͘Αϱ͕ ͞>ĂďŽƌ^ƚĂŶĚĂƌĚƐWƌŽǀŝƐŝŽŶƐƉƉůŝĐĂďůĞƚŽŽŶƚƌĂĐƚƐŽǀĞƌŝŶŐ&ĞĚĞƌĂůůLJ&ŝŶĂŶĐĞĚĂŶĚƐƐŝƐƚĞĚ ŽŶƐƚƌƵĐƟŽŶ͟Ϳ͘/ŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞƐƚĂƚƵƚĞ͕ĐŽŶƚƌĂĐƚŽƌƐŵƵƐƚ ďĞƌĞƋƵŝƌĞĚƚŽƉĂLJǁĂŐĞƐƚŽ ůĂďŽƌĞƌƐĂŶĚŵĞĐŚĂŶŝĐƐĂƚĂƌĂƚĞŶŽƚůĞƐƐƚŚĂŶƚŚĞƉƌĞǀĂŝůŝŶŐǁĂŐĞƐƐƉĞĐŝĮĞĚŝŶĂǁĂŐĞ ĚĞƚĞƌŵŝŶĂƟŽŶŵĂĚĞďLJƚŚĞ^ĞĐƌĞƚĂƌLJŽĨ>ĂďŽƌ͘/ŶĂĚĚŝƟŽŶ͕ĐŽŶƚƌĂĐƚŽƌƐŵƵƐƚďĞƌĞƋƵŝƌĞĚƚŽƉĂLJ wages not less than once a week. The non-ĨĞĚĞƌĂůĞŶƟƚLJŵƵƐƚƉůĂĐĞĂĐŽƉLJŽĨƚŚĞĐƵƌƌĞŶƚ ƉƌĞǀĂŝůŝŶŐǁĂŐĞĚĞƚĞƌŵŝŶĂƟŽŶŝƐƐƵĞĚďLJƚŚĞĞƉĂƌƚŵĞŶƚŽĨ>ĂďŽƌŝŶĞĂĐŚƐŽůŝĐŝƚĂƟŽŶ͘dŚĞ ĚĞĐŝƐŝŽŶƚŽĂǁĂƌĚĂĐŽŶƚƌĂĐƚŽƌƐƵďĐŽŶƚƌĂĐƚŵƵƐƚďĞĐŽŶĚŝƟŽŶĞĚƵƉŽŶƚŚĞĂĐĐĞƉƚĂŶĐĞŽĨƚŚĞ ǁĂŐĞĚĞƚĞƌŵŝŶĂƟŽŶ͘dŚĞŶŽŶ-ĨĞĚĞƌĂůĞŶƟƚLJŵƵƐƚƌĞƉŽƌƚĂůůƐƵƐƉĞĐƚĞĚŽƌƌĞƉŽƌƚĞĚǀŝŽůĂƟŽŶƐƚŽ ƚŚĞĨĞĚĞƌĂůĂǁĂƌĚŝŶŐĂŐĞŶĐLJ͘dŚĞĐŽŶƚƌĂĐƚƐŵƵƐƚĂůƐŽŝŶĐůƵĚĞĂƉƌŽǀŝƐŝŽŶĨŽƌĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚĞ ŽƉĞůĂŶĚ͞ŶƟ-<ŝĐŬďĂĐŬ͟Đƚ;ϰϬh͘^͘͘ΑϯϭϰϱͿ͕ĂƐƐƵƉƉůĞŵĞŶƚĞĚďLJĞƉĂƌƚŵĞŶƚŽĨ>ĂďŽƌ regulaƟŽŶƐ;Ϯϵ͘&͘Z͘Αϯ͕͞ŽŶƚƌĂĐƚŽƌƐĂŶĚ^ƵďĐŽŶƚƌĂĐƚŽƌƐŽŶWƵďůŝĐƵŝůĚŝŶŐŽƌWƵďůŝĐtŽƌŬ &ŝŶĂŶĐĞĚŝŶtŚŽůĞŽƌŝŶWĂƌƚďLJ>ŽĂŶƐŽƌ'ƌĂŶƚƐĨƌŽŵƚŚĞhŶŝƚĞĚ^ƚĂƚĞƐ͟Ϳ͘dŚĞĐƚƉƌŽǀŝĚĞƐƚŚĂƚ ĞĂĐŚĐŽŶƚƌĂĐƚŽƌŽƌƐƵďƌĞĐŝƉŝĞŶƚŵƵƐƚďĞƉƌŽŚŝďŝƚĞĚĨƌŽŵŝŶĚƵĐŝŶŐ͕ďLJĂŶLJ means, any person ĞŵƉůŽLJĞĚŝŶƚŚĞĐŽŶƐƚƌƵĐƟŽŶ͕ĐŽŵƉůĞƟŽŶ͕ŽƌƌĞƉĂŝƌŽĨƉƵďůŝĐǁŽƌŬ͕ƚŽŐŝǀĞƵƉĂŶLJƉĂƌƚŽĨƚŚĞ ĐŽŵƉĞŶƐĂƟŽŶƚŽǁŚŝĐŚŚĞŽƌƐŚĞŝƐŽƚŚĞƌǁŝƐĞĞŶƟƚůĞĚ͘dŚĞŶŽŶ-ĨĞĚĞƌĂůĞŶƟƚLJŵƵƐƚƌĞƉŽƌƚĂůů ƐƵƐƉĞĐƚĞĚŽƌƌĞƉŽƌƚĞĚǀŝŽůĂƟŽŶƐƚŽƚŚĞĨĞĚĞƌĂůawarding agency. Supplier must comply with all applicable Davis-Bacon Act provisions.
iii) KEdZdtKZ<,KhZ^E^&
dz^dEZ^d;ϰϬh͘^͘͘ΑϯϳϬϭ-ϯϳϬϴͿ͘
tŚĞƌĞĂƉƉůŝĐĂďůĞ͕ĂůůĐŽŶƚƌĂĐƚƐĂǁĂƌĚĞĚďLJƚŚĞŶŽŶ-ĨĞĚĞƌĂůĞŶƟƚLJŝŶĞdžĐĞƐƐŽĨΨϭϬϬ͕ϬϬϬƚŚĂƚ ŝŶǀŽůǀĞƚŚĞĞŵƉůŽLJŵĞŶƚŽĨŵĞĐŚĂŶŝĐƐŽƌůĂďŽƌĞƌƐŵƵƐƚŝŶĐůƵĚĞĂƉƌŽǀŝƐŝŽŶĨŽƌĐŽŵƉůŝĂŶĐĞǁŝƚŚ ϰϬh͘^͘͘ΑΑϯϳϬϮĂŶĚϯϳϬϰ͕ĂƐƐƵƉƉůĞŵĞŶƚĞĚďLJĞƉĂƌƚŵĞŶƚŽĨ>ĂďŽƌƌĞŐƵůĂƟŽŶƐ;Ϯϵ͘&͘Z͘ΑϱͿ͘ hŶĚĞƌϰϬh͘^͘͘ΑϯϳϬϮŽĨƚŚĞĐƚ͕ĞĂĐŚĐŽŶƚƌĂĐƚŽƌŵƵƐƚďĞƌĞƋƵŝƌĞĚƚŽĐŽŵƉƵƚĞƚŚĞǁĂŐĞƐŽĨ ĞǀĞƌLJŵĞĐŚĂŶŝĐĂŶĚůĂďŽƌĞƌŽŶƚŚĞďĂƐŝƐŽĨĂƐƚĂŶĚĂƌĚǁŽƌŬǁĞĞŬŽĨϰϬŚŽƵƌƐ͘tŽƌŬŝŶĞdžĐĞƐƐŽĨ ƚŚĞƐƚĂŶĚĂƌĚǁŽƌŬǁĞĞŬŝƐƉĞƌŵŝƐƐŝďůĞƉƌŽǀŝĚĞĚƚŚĂƚƚŚĞǁŽƌŬĞƌŝƐĐŽŵƉĞŶƐĂƚĞĚĂƚĂƌĂƚĞŽĨŶŽƚ ůĞƐƐƚŚĂŶŽŶĞĂŶĚĂŚĂůĨƟŵĞƐƚŚĞďĂƐŝĐƌĂƚĞŽĨƉĂLJĨŽƌĂůůŚŽƵƌƐǁŽƌŬĞĚŝŶĞdžĐĞƐƐŽĨϰϬŚŽƵƌƐŝŶ ƚŚĞǁŽƌŬǁĞĞŬ͘dŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨϰϬh͘^͘͘ΑϯϳϬϰĂƌĞĂƉƉůŝĐĂďůĞƚŽĐŽŶƐƚƌƵĐƟŽŶǁŽƌŬĂŶĚ ƉƌŽǀŝĚĞƚŚĂƚŶŽůĂďŽƌĞƌŽƌŵĞĐŚĂŶŝĐŵƵƐƚďĞƌĞƋƵŝƌĞĚƚŽǁŽƌŬŝŶƐƵƌƌŽƵŶĚŝŶŐƐŽƌƵŶĚĞƌǁŽƌŬŝŶŐ ĐŽŶĚŝƟŽŶƐǁŚŝĐŚĂƌĞƵŶƐĂŶŝƚĂƌLJ͕ŚĂnjĂƌĚŽƵƐŽƌĚĂŶŐĞƌŽƵƐ͘dŚĞƐĞƌĞƋƵŝƌĞŵĞŶƚƐĚŽŶŽƚĂƉƉůLJƚŽ the purchases ŽĨƐƵƉƉůŝĞƐ͕ŵĂƚĞƌŝĂůƐ͕ŽƌĂƌƟĐůĞƐŽƌĚŝŶĂƌŝůLJĂǀĂŝůĂďůĞŽŶƚŚĞŽƉĞŶŵĂƌŬĞƚ͕Žƌ ĐŽŶƚƌĂĐƚƐĨŽƌƚƌĂŶƐƉŽƌƚĂƟŽŶŽƌƚƌĂŶƐŵŝƐƐŝŽŶŽĨŝŶƚĞůůŝŐĞŶĐĞ͘dŚŝƐƉƌŽǀŝƐŝŽŶŝƐŚĞƌĞďLJŝŶĐŽƌƉŽƌĂƚĞĚ ďLJƌĞĨĞƌĞŶĐĞŝŶƚŽƚŚŝƐŐƌĞĞŵĞŶƚ͘^ƵƉƉůŝĞƌĐĞƌƟĮĞƐƚŚĂƚĚƵƌŝŶŐƚŚĞƚĞƌŵŽĨĂŶĂǁĂƌĚĨŽƌĂůů ŐƌĞĞŵĞŶƚƐďLJ^ŽƵƌĐĞǁĞůůƌĞƐƵůƟŶŐĨƌŽŵƚŚŝƐƉƌŽĐƵƌĞŵĞŶƚƉƌŽĐĞƐƐ͕^ƵƉƉůŝĞƌŵƵƐƚĐŽŵƉůLJǁŝƚŚ ĂƉƉůŝĐĂďůĞƌĞƋƵŝƌĞŵĞŶƚƐĂƐƌĞĨĞƌĞŶĐĞĚĂďŽǀĞ͘
iv) Z/',d^dK/Es
Ed/KE^D
hE
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D
Ed͘ /ĨƚŚĞĨĞĚĞƌĂů
ĂǁĂƌĚŵĞĞƚƐƚŚĞĚĞĮŶŝƟŽŶŽĨ͞ĨƵŶĚŝŶŐĂŐƌĞĞŵĞŶƚ͟ƵŶĚĞƌϯϳ͘&͘Z͘ΑϰϬϭ͘Ϯ;ĂͿĂŶĚƚŚĞƌĞĐŝƉŝĞŶƚ ŽƌƐƵďƌĞĐŝƉŝĞŶƚǁŝƐŚĞƐƚŽĞŶƚĞƌŝŶƚŽĂĐŽŶƚƌĂĐƚǁŝƚŚĂƐŵĂůůďƵƐŝŶĞƐƐĮƌŵŽƌŶŽŶƉƌŽĮƚ ŽƌŐĂŶŝnjĂƟŽŶƌĞŐĂƌĚŝŶŐƚŚĞƐƵďƐƟƚƵƟŽŶŽĨƉĂƌƟĞƐ͕ĂƐƐŝŐŶŵĞŶƚŽƌƉĞƌĨŽƌŵĂŶĐĞŽĨĞdžƉĞƌŝŵĞŶƚĂů͕ ĚĞǀĞůŽƉŵĞŶƚĂů͕ŽƌƌĞƐĞĂƌĐŚǁŽƌŬƵŶĚĞƌƚŚĂƚ͞ĨƵŶĚŝŶŐĂŐƌĞĞŵĞŶƚ͕͟ƚŚĞƌĞĐŝƉŝĞŶƚŽƌƐƵďƌĞĐŝƉŝĞŶƚ ŵƵƐƚĐŽŵƉůLJǁŝƚŚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨϯϳ͘&͘Z͘ΑϰϬϭ͕͞ZŝŐŚƚƐƚŽ/ŶǀĞŶƟŽŶƐDĂĚĞďLJEŽŶƉƌŽĮƚ "!



#






 

082025-RSD
v052824 5
KƌŐĂŶŝnjĂƟŽŶƐĂŶĚ^ŵĂůůƵƐŝŶĞƐƐ&ŝƌŵƐhŶĚĞƌ'ŽǀĞƌŶŵĞŶƚ'ƌĂŶƚƐ͕ŽŶƚƌĂĐƚƐĂŶĚŽŽƉĞƌĂƟǀĞ ŐƌĞĞŵĞŶƚƐ͕͟ĂŶĚĂŶLJŝŵƉůĞŵĞŶƟŶŐƌĞŐƵůĂƟŽŶƐŝƐƐƵĞĚďLJƚŚĞĂǁĂƌĚŝŶŐĂŐĞŶĐLJ͘^ƵƉƉůŝĞƌ ĐĞƌƟĮĞƐƚŚĂƚĚƵƌŝŶŐƚŚĞƚĞƌŵŽĨĂŶĂǁĂƌĚĨŽƌĂůůŐƌĞĞŵĞŶƚƐďLJ^ŽƵƌĐĞǁĞůůƌĞƐƵůƟŶŐĨƌŽŵƚŚŝƐ ƉƌŽĐƵƌĞŵĞŶƚƉƌŽĐĞƐƐ͕^ƵƉƉůŝĞƌŵƵƐƚĐŽŵƉůLJǁŝƚŚĂƉƉůŝĐĂďůĞƌĞƋƵŝƌĞŵĞŶƚƐĂƐƌĞĨĞƌĞŶĐĞĚĂďŽǀĞ͘ v) >
E/Zd;ϰϮh͘^͘͘ΑϳϰϬϭ-ϳϲϳϭY͘ͿEd,
&

Z>td
ZWK>>hd/KE
KEdZK>d;ϯϯh͘^͘͘ΑϭϮϱϭ-ϭϯϴϳͿ͘ ŽŶƚƌĂĐƚƐĂŶĚƐƵďŐƌĂŶƚƐŽĨĂŵŽƵŶƚƐŝŶĞdžĐĞƐƐŽĨ ΨϭϱϬ͕ϬϬϬƌĞƋƵŝƌĞƚŚĞŶŽŶ-ĨĞĚĞƌĂůĂǁĂƌĚƚŽĂŐƌĞĞƚŽĐŽŵƉůLJǁŝƚŚĂůůĂƉƉůŝĐĂďůĞƐƚĂŶĚĂƌĚƐ͕ŽƌĚĞƌƐ ŽƌƌĞŐƵůĂƟŽŶƐŝƐƐƵĞĚƉƵƌƐƵĂŶƚƚŽƚŚĞůĞĂŶŝƌĐƚ;ϰϮh͘^͘͘ΑϳϰϬϭ- ϳϲϳϭƋͿĂŶĚƚŚĞ&ĞĚĞƌĂů tĂƚĞƌWŽůůƵƟŽŶŽŶƚƌŽůĐƚĂƐĂŵĞŶĚĞĚ;ϯϯh͘^͘͘ΑϭϮϱϭ- ϭϯϴϳͿ͘sŝŽůĂƟŽŶƐŵƵƐƚďĞƌĞƉŽƌƚĞĚƚŽ ƚŚĞ&ĞĚĞƌĂůĂǁĂƌĚŝŶŐĂŐĞŶĐLJĂŶĚƚŚĞZĞŐŝŽŶĂůKĸĐĞŽĨƚŚĞ ŶǀŝƌŽŶŵĞŶƚĂůWƌŽƚĞĐƟŽŶŐĞŶĐLJ
;
WͿ͘^ƵƉƉůŝĞƌĐĞƌƟĮĞƐƚŚĂƚĚƵƌŝŶŐƚŚĞƚĞƌŵŽĨƚŚŝƐŐƌĞĞŵĞŶƚŝƚǁŝůůĐŽŵƉůLJǁŝƚŚĂƉƉůŝĐĂďůĞ ƌĞƋƵŝƌĞŵĞŶƚƐĂƐƌĞĨĞƌĞŶĐĞĚĂďŽǀĞ͘
vi) 
ZD
EdE^h^W
E^/KE;
y
hd/s
KZ
Z^ϭϮϱϰϵEϭϮϲϴϵͿ͘ A contract
ĂǁĂƌĚ;ƐĞĞϮ͘&͘Z͘ΑϭϴϬ͘ϮϮϬͿŵƵƐƚŶŽƚďĞŵĂĚĞƚŽƉĂƌƟĞƐůŝƐƚĞĚŽŶƚŚĞŐŽǀĞƌŶŵĞŶƚǁŝĚĞ ĞdžĐůƵƐŝŽŶƐŝŶƚŚĞ^LJƐƚĞŵĨŽƌǁĂƌĚDĂŶĂŐĞŵĞŶƚ;^DͿ͕ŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞKDŐƵŝĚĞůŝŶĞƐ ĂƚϮ͘&͘Z͘ΑϭϴϬƚŚĂƚŝŵƉůĞŵĞŶƚ
džĞĐƵƟǀĞKƌĚĞƌƐϭϮϱϰϵ;ϯ͘&͘Z͘ΑϭϵϴϲŽŵƉ͕͘Ɖ͘ϭϴϵͿĂŶĚ ϭϮϲϴϵ;ϯ͘&͘Z͘ΑϭϵϴϵŽŵƉ͕͘Ɖ͘ϮϯϱͿ͕͞ĞďĂƌŵĞŶƚĂŶĚ^ƵƐƉĞŶƐŝŽŶ͘͟^D džĐůƵƐŝŽŶƐĐŽŶƚĂŝŶƐ
ƚŚĞŶĂŵĞƐŽĨƉĂƌƟĞƐĚĞďĂƌƌĞĚ͕ƐƵƐƉĞŶĚĞĚ͕ŽƌŽƚŚĞƌǁŝƐĞĞdžĐůƵĚĞĚďLJĂŐĞŶĐŝĞƐ͕ĂƐǁĞůůĂƐƉĂƌƟĞƐ ĚĞĐůĂƌĞĚŝŶĞůŝŐŝďůĞƵŶĚĞƌƐƚĂƚƵƚŽƌLJŽƌƌĞŐƵůĂƚŽƌLJĂƵƚŚŽƌŝƚLJŽƚŚĞƌƚŚĂŶ džĞĐƵƟǀĞKƌĚĞƌϭϮϱϰϵ͘
^ƵƉƉůŝĞƌĐĞƌƟĮĞƐƚŚĂƚŶĞŝƚŚĞƌŝƚŶŽƌŝƚƐƉƌŝŶĐŝƉĂůƐĂƌĞƉƌĞƐĞŶƚůLJĚĞďĂƌƌĞĚ͕ƐƵƐƉĞŶĚĞĚ͕ƉƌŽƉŽƐĞĚ ĨŽƌĚĞďĂƌŵĞŶƚ͕ĚĞĐůĂƌĞĚŝŶĞůŝŐŝďůĞ͕ŽƌǀŽůƵŶƚĂƌŝůLJĞdžĐůƵĚĞĚĨƌŽŵƉĂƌƟĐŝƉĂƟŽŶďLJĂŶLJĨĞĚĞƌĂů department or agency.
vii) BYRD ANTI->Kz/E'D
ED
Ed͕^D
E
;ϯϭh͘^͘͘ΑϭϯϱϮͿ͘ Suppliers must
ĮůĞĂŶLJƌĞƋƵŝƌĞĚĐĞƌƟĮĐĂƟŽŶƐ͘^ƵƉƉůŝĞƌƐŵƵƐƚŶŽƚŚĂǀĞƵƐĞĚĨĞĚĞƌĂůĂƉƉƌŽƉƌŝĂƚĞĚĨƵŶĚƐƚŽƉĂLJ ĂŶLJƉĞƌƐŽŶŽƌŽƌŐĂŶŝnjĂƟŽŶĨŽƌŝŶŇƵĞŶĐŝŶŐŽƌĂƩĞŵƉƟŶŐƚŽŝŶŇƵĞŶĐĞĂŶŽĸĐĞƌŽƌĞŵƉůŽLJĞĞŽĨ ĂŶLJĂŐĞŶĐLJ͕ĂŵĞŵďĞƌŽĨŽŶŐƌĞƐƐ͕ŽĸĐĞƌŽƌĞŵƉůŽLJĞĞŽĨŽŶŐƌĞƐƐ͕ŽƌĂŶĞŵƉůŽLJĞĞŽĨĂ ŵĞŵďĞƌŽĨŽŶŐƌĞƐƐŝŶĐŽŶŶĞĐƟŽŶǁŝƚŚŽďƚĂŝŶŝŶŐĂŶLJĨĞĚĞƌĂůĐŽŶƚƌĂĐƚ͕ŐƌĂŶƚ͕ŽƌĂŶLJŽƚŚĞƌ ĂǁĂƌĚĐŽǀĞƌĞĚďLJϯϭh͘^͘͘ΑϭϯϱϮ͘^ƵƉƉůŝĞƌƐŵƵƐƚĚŝƐĐůŽƐĞĂŶLJůŽďbying with non-ĨĞĚĞƌĂůĨƵŶĚƐ ƚŚĂƚƚĂŬĞƐƉůĂĐĞŝŶĐŽŶŶĞĐƟŽŶǁŝƚŚŽďƚĂŝŶŝŶŐĂŶLJĨĞĚĞƌĂůĂǁĂƌĚ͘^ƵĐŚĚŝƐĐůŽƐƵƌĞƐĂƌĞĨŽƌǁĂƌĚĞĚ ĨƌŽŵƟĞƌƚŽƟĞƌƵƉƚŽƚŚĞŶŽŶ-ĨĞĚĞƌĂůĂǁĂƌĚ͘^ƵƉƉůŝĞƌƐŵƵƐƚĮůĞĂůůĐĞƌƟĮĐĂƟŽŶƐĂŶĚĚŝƐĐůŽƐƵƌĞƐ ƌĞƋƵŝƌĞĚďLJ͕ĂŶĚŽƚŚĞƌǁŝƐĞĐŽŵƉůLJǁŝƚŚ͕ƚŚĞLJƌĚŶƟ->ŽďďLJŝŶŐŵĞŶĚŵĞŶƚ;ϯϭh͘^͘͘ΑϭϯϱϮͿ͘ viii) Z
KZZ
d
Ed/KEZ
Yh/Z
D
Ed^͘To the extent applicable, Supplier must comply
ǁŝƚŚƚŚĞƌĞĐŽƌĚƌĞƚĞŶƟŽŶƌĞƋƵŝƌĞŵĞŶƚƐĚĞƚĂŝůĞĚŝŶϮ͘&͘Z͘ΑϮϬϬ͘ϯϯϯ͘dŚĞ^ƵƉƉůŝĞƌĨƵƌƚŚĞƌ ĐĞƌƟĮĞƐƚŚĂƚŝƚǁŝůůƌĞƚĂŝŶĂůůƌĞĐŽƌĚƐĂƐƌĞƋƵŝƌĞĚďLJϮ͘&͘Z͘ΑϮϬϬ͘ϯϯϯĨŽƌĂƉĞƌŝŽĚŽĨϯLJĞĂƌƐĂŌĞƌ grantees or ƐƵďŐƌĂŶƚĞĞƐƐƵďŵŝƚĮŶĂůĞdžƉĞŶĚŝƚƵƌĞƌĞƉŽƌƚƐŽƌƋƵĂƌƚĞƌůLJŽƌĂŶŶƵĂůĮŶĂŶĐŝĂů ƌĞƉŽƌƚƐ͕ĂƐĂƉƉůŝĐĂďůĞ͕ĂŶĚĂůůŽƚŚĞƌƉĞŶĚŝŶŐŵĂƩĞƌƐĂƌĞĐůŽƐĞĚ͘ ix)
E
Z'zWK>/zEKE^
Zsd/KEdKDW>/E
͘ To the extent applicable,
^ƵƉƉůŝĞƌŵƵƐƚĐŽŵƉůLJǁŝƚŚƚŚĞŵĂŶĚĂƚŽƌLJƐƚĂŶĚĂƌĚƐĂŶĚƉŽůŝĐŝĞƐƌĞůĂƟŶŐƚŽĞŶĞƌŐLJĞĸĐŝĞŶĐLJ ǁŚŝĐŚĂƌĞĐŽŶƚĂŝŶĞĚŝŶƚŚĞƐƚĂƚĞĞŶĞƌŐLJĐŽŶƐĞƌǀĂƟŽŶƉůĂŶŝƐƐƵĞĚŝŶĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚĞ ŶĞƌŐLJ
WŽůŝĐLJĂŶĚŽŶƐĞƌǀĂƟŽŶĐƚ͘
x) hzD
Z/EWZKs/^/KE^KDW>/E
͘ To the extent applicable, Supplier must
ĐŽŵƉůLJǁŝƚŚĂůůĂƉƉůŝĐĂďůĞƉƌŽǀŝƐŝŽŶƐŽĨƚŚĞƵLJŵĞƌŝĐĂŶĐƚ͘WƵƌĐŚĂƐĞƐŵĂĚĞŝŶĂĐĐŽƌĚĂŶĐĞ "!



#






 

082025-RSD
v052824 6
ǁŝƚŚƚŚĞƵLJŵĞƌŝĐĂŶĐƚŵƵƐƚĨŽůůŽǁƚŚĞĂƉƉůŝĐĂďůĞƉƌŽĐƵƌĞŵĞŶƚƌƵůĞƐĐĂůůŝŶŐĨŽƌĨƌĞĞĂŶĚ ŽƉĞŶĐŽŵƉĞƟƟŽŶ͘
xi) 
^^dKZ
KZ^;Ϯ͘&͘Z͘ΑϮϬϬ͘ϯϯϲͿ͘ ^ƵƉƉůŝĞƌĂŐƌĞĞƐƚŚĂƚĚƵůLJĂƵƚŚŽƌŝnjĞĚ ƌĞƉƌĞƐĞŶƚĂƟǀĞƐŽĨĂĨĞĚĞƌĂůĂŐĞŶĐLJŵƵƐƚŚĂǀĞĂĐĐĞƐƐƚŽĂŶLJŬƐ͕ĚŽĐƵŵĞŶƚƐ͕ƉĂƉĞƌƐĂŶĚ ƌĞĐŽƌĚƐŽĨ^ƵƉƉůŝĞƌƚŚĂƚĂƌĞĚŝƌĞĐƚůLJƉĞƌƟŶĞŶƚƚŽ^ƵƉƉůŝĞƌ͛ƐĚŝƐĐŚĂƌŐĞŽĨŝƚƐŽďůŝŐĂƟŽŶƐƵŶĚĞƌƚŚŝƐ ŐƌĞĞŵĞŶƚĨŽƌƚŚĞƉƵƌƉŽƐĞŽĨŵĂŬŝŶŐĂƵĚŝƚƐ͕ĞdžĂŵŝŶĂƟŽŶƐ͕ĞdžĐĞƌƉƚƐ͕ĂŶĚƚƌĂŶƐĐƌŝƉƟŽŶƐ͘dŚĞ ƌŝŐŚƚĂůƐŽŝŶĐůƵĚĞƐƟŵĞůLJĂŶĚƌĞĂƐŽŶĂďůĞĂĐĐĞƐƐƚŽ^ƵƉƉůŝĞƌ͛ƐƉĞƌƐŽŶŶĞůĨŽƌƚŚĞƉƵƌƉŽƐĞŽĨ ŝŶƚĞƌǀŝĞǁĂŶĚĚŝƐĐƵƐƐŝŽŶƌĞůĂƟŶŐƚŽƐƵĐŚĚŽĐƵŵĞŶƚƐ͘
xii) WZKhZ
D
EdK&Z
Ks
Z
Dd
Z/>^;Ϯ͘&͘Z͘ΑϮϬϬ͘ϯϮϮͿ͘A non-ĨĞĚĞƌĂůĞŶƟƚLJ
ƚŚĂƚŝƐĂƐƚĂƚĞĂŐĞŶĐLJŽƌĂŐĞŶĐLJŽĨĂƉŽůŝƟĐĂůƐƵďĚŝǀŝƐŝŽŶŽĨĂƐƚĂƚĞĂŶĚŝƚƐĐŽŶƚƌĂĐƚŽƌƐŵƵƐƚ ĐŽŵƉůLJǁŝƚŚ^ĞĐƟŽŶϲϬϬϮŽĨƚŚĞ^ŽůŝĚtĂƐƚĞŝƐƉŽƐĂůĐƚ͕ĂƐĂŵĞŶĚĞĚďLJƚŚĞZĞƐŽƵƌĐĞ ŽŶƐĞƌǀĂƟŽŶĂŶĚZĞĐŽǀĞƌLJĐƚ͘dŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨ^ĞĐƟŽŶϲϬϬϮŝŶĐůƵĚĞƉƌŽĐƵƌŝŶŐŽŶůLJŝƚĞŵƐ ĚĞƐŝŐŶĂƚĞĚŝŶŐƵŝĚĞůŝŶĞƐŽĨƚŚĞ
ŶǀŝƌŽŶŵĞŶƚĂůWƌŽƚĞĐƟŽŶŐĞŶĐLJ;
WͿĂƚϰϬ͘&͘Z͘ΑϮϰϳƚŚĂƚ
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082025-RSD
v052824 7
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082025-RSD
v052824 8
^ŽƵƌĐĞǁĞůůΖƐƵƚŚŽƌŝnjĞĚZĞƉƌĞƐĞŶƚĂƟǀĞŝƐŝƚƐŚŝĞĨWƌŽĐƵƌĞŵĞŶƚKĸĐĞƌ. 4) WĞƌĨŽƌŵĂŶĐĞZĞǀŝĞǁƐ͘ Supplier will ƉĞƌĨŽƌŵĂŵŝŶŝŵƵŵŽĨŽŶĞƌĞǀŝĞǁǁŝƚŚ^ŽƵƌĐĞǁĞůůƉĞƌ ĂŐƌĞĞŵĞŶƚLJĞĂƌ͘dŚĞƌĞǀŝĞǁǁŝůůĐŽǀĞƌƚƌĂŶƐĂĐƟŽŶƐƚŽWĂƌƟĐŝƉĂƟŶŐ ŶƟƟĞƐ͕ƉƌŝĐŝŶŐĂŶĚƚĞƌŵƐ͕
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5) ^ĂůĞƐZĞƉŽƌƟŶŐZĞƋƵŝƌĞĚ͘ ^ƵƉƉůŝĞƌŝƐƌĞƋƵŝƌĞĚĂƐĂŵĂƚĞƌŝĂůĞůĞŵĞŶƚƚŽƚŚŝƐDĂƐƚĞƌŐƌĞĞŵĞŶƚƚŽ ƌĞƉŽƌƚĂůůĐŽŵƉůĞƚĞĚƚƌĂŶƐĂĐƟŽŶƐǁŝƚŚWĂƌƟĐŝƉĂƟŶŐ
ŶƟƟĞƐƵƟůŝnjŝŶŐƚŚŝƐŐƌĞĞŵĞŶƚ͘&ĂŝůƵƌĞƚŽ
provide complete and accurate ƌĞƉŽƌƚƐĂƐĚĞĮŶĞĚŚĞƌĞŝŶǁŝůůďĞĂŵĂƚĞƌŝĂůďƌĞĂĐŚŽĨƚŚĞŐƌĞĞŵĞŶƚ ĂŶĚ^ŽƵƌĐĞǁĞůůƌĞƐĞƌǀĞƐƚŚĞƌŝŐŚƚƚŽƉƵƌƐƵĞĂůůƌĞŵĞĚŝĞƐĂǀĂŝůĂďůĞĂƚůĂǁŝŶĐůƵĚŝŶŐĐĂŶĐĞůůĂƟŽŶŽĨ this Agreement.
6) ZĞƉŽƌƟŶŐZĞƋƵŝƌĞŵĞŶƚƐ͘ ^ƵƉƉůŝĞƌŵƵƐƚƉƌŽǀŝĚĞ^ŽƵƌĐĞǁĞůůĂŶĂĐƟǀŝƚLJƌĞƉŽƌƚŽĨĂůůƚƌĂŶƐĂĐƟŽŶƐ ĐŽŵƉůĞƚĞĚƵƟůŝnjŝŶŐƚŚŝƐŐƌĞĞŵĞŶƚ͘ZĞƉŽƌƚƐĂƌĞĚƵĞĂƚůĞĂƐƚŽŶĐĞĞĂĐŚĐĂůĞŶĚĂƌƋƵĂƌƚĞƌ;ZĞƉŽƌƟŶŐ WĞƌŝŽĚͿ͘ZĞƉŽƌƚƐŵƵƐƚďĞƌĞĐĞŝǀĞĚŶŽůĂƚĞƌƚŚĂŶϰϱĐĂůĞŶĚĂƌĚĂLJƐĂŌĞƌƚŚĞĞŶĚŽĨĞĂch calendar ƋƵĂƌƚĞƌ͘^ƵƉƉůŝĞƌŵĂLJƌĞƉŽƌƚŽŶĂŵŽƌĞĨƌĞƋƵĞŶƚďĂƐŝƐŝŶŝƚƐĚŝƐĐƌĞƟŽŶ͘ZĞƉŽƌƚƐŵƵƐƚďĞƉƌŽǀŝĚĞĚ ƌĞŐĂƌĚůĞƐƐŽĨƚŚĞĂŵŽƵŶƚŽĨĐŽŵƉůĞƚĞĚƚƌĂŶƐĂĐƟŽŶƐĚƵƌŝŶŐƚŚĂƚƋƵĂƌƚĞƌ;ŝ͘Ğ͕͘ŝĨƚŚĞƌĞĂƌĞŶŽƐĂůĞƐ͕ Supplier must submit a ƌĞƉŽƌƚŝŶĚŝĐĂƟŶŐŶŽƐĂůĞƐǁĞƌĞŵĂĚĞͿ͘ dŚĞZĞƉŽƌƚŵƵƐƚĐŽŶƚĂŝŶƚŚĞĨŽůůŽǁŝŶŐĮĞůĚƐ͗
x WĂƌƟĐŝƉĂƟŶŐ
ŶƟƚLJEĂŵĞ;Ğ͘Ő͕͘ŝƚLJŽĨ^ƚĂƉůĞƐ,ŝŐŚǁĂLJĞƉĂƌƚŵĞŶƚͿ͖
x WĂƌƟĐŝƉĂƟŶŐ
ŶƟƚLJWŚLJƐŝĐĂů^ƚƌĞĞƚĚĚƌĞƐƐ͖
x WĂƌƟĐŝƉĂƟŶŐ
ŶƟƚLJŝƚLJ͖
x WĂƌƟĐŝƉĂƟŶŐ
ŶƟƚLJ^ƚĂƚĞͬWƌŽǀŝŶĐĞ͖
x WĂƌƟĐŝƉĂƟŶŐ
ŶƟƚLJŝƉͬWŽƐƚĂůŽĚĞ͖
x ^ŽƵƌĐĞǁĞůůWĂƌƟĐŝƉĂƟŶŐ
ŶƟƚLJAccount EƵŵďĞƌ͖
x dƌĂŶƐĂĐƟŽŶĞƐĐƌŝƉƟŽŶ͖
x dƌĂŶƐĂĐƟŽŶWƵƌĐŚĂƐĞĚWƌŝĐĞ͖
x ^ŽƵƌĐĞǁĞůůĚŵŝŶŝƐƚƌĂƟǀĞ&ĞĞƉƉůŝĞĚ͖ĂŶĚ
x ĂƚĞdƌĂŶƐĂĐƟŽŶǁĂƐŝŶǀŽŝĐĞĚͬƐĂůĞǁĂƐƌĞĐŽŐŶŝnjĞĚĂƐƌĞǀĞŶƵĞďLJ^ƵƉƉůŝĞƌ͘ /Ĩcollected by Supplier, ƚŚĞZĞƉŽƌƚŵĂLJŝŶĐůƵĚĞƚŚĞĨŽůůŽǁŝŶŐĮĞůĚƐĂƐĂǀĂŝůĂďůĞ͗ x WĂƌƟĐŝƉĂƟŶŐ
ŶƟƚLJŽŶƚĂĐƚEĂŵĞ͖
x WĂƌƟĐŝƉĂƟŶŐ
ŶƟƚLJŽŶƚĂĐƚ
ŵĂŝůĚĚƌĞƐƐ͖
x WĂƌƟĐŝƉĂƟŶŐ
ŶƟƚLJŽŶƚĂĐƚdĞůĞƉŚŽŶĞEƵŵďĞƌ͖
7) ĚŵŝŶŝƐƚƌĂƟǀĞ&ĞĞ͘ /ŶĐŽŶƐŝĚĞƌĂƟŽŶĨŽƌƚŚĞƐƵƉƉŽƌƚĂŶĚƐĞƌǀŝĐĞƐƉƌŽǀŝĚĞĚďLJ^ŽƵƌĐĞǁĞůů͕^ƵƉƉůŝĞƌ ǁŝůůƉĂLJĂŶĚŵŝŶŝƐƚƌĂƟǀĞ&ĞĞƚŽ^ŽƵƌĐĞǁĞůůŽŶĂůůĐŽŵƉůĞƚĞĚƚƌĂŶƐĂĐƟŽŶƐƚŽWĂƌƟĐŝƉĂƟŶŐ ŶƟƟĞƐ
ƵƟůŝnjŝŶŐƚŚŝƐŐƌĞĞŵĞŶƚ͘^ƵƉƉůŝĞƌǁŝůůŝŶĐůƵĚĞŝƚƐĚŵŝŶŝƐƚƌĂƟǀĞ&ĞĞǁŝƚŚin its proposed pricing. ^ƵƉƉůŝĞƌŵĂLJŶŽƚĚŝƌĞĐƚůLJĐŚĂƌŐĞWĂƌƟĐŝƉĂƟŶŐ
ŶƟƟĞƐƚŽŽīƐĞƚƚŚĞĚŵŝŶŝƐƚƌĂƟǀĞ&ĞĞ͘
8) &ĞĞĂůĐƵůĂƟŽŶ͘ ^ƵƉƉůŝĞƌ͛ƐĚŵŝŶŝƐƚƌĂƟǀĞ&ĞĞƉĂLJĂďůĞƚŽ^ŽƵƌĐĞǁĞůůǁŝůůďĞĐĂůĐƵůĂƚĞĚĂƐĂƐƚĂƚĞĚ ƉĞƌĐĞŶƚĂŐĞ;ůŝƐƚĞĚŝŶ^ƵƉƉůŝĞƌ͛ƐWƌŽƉŽƐĂůͿŽĨĂůůĐŽŵƉůĞƚĞĚƚƌĂŶƐĂĐƟŽŶƐƵƟůŝnjŝŶŐƚŚŝƐDĂƐƚĞƌ ŐƌĞĞŵĞŶƚǁŝƚŚŝŶƚŚĞƉƌĞĐĞĚŝŶŐZĞƉŽƌƟŶŐWĞƌŝŽĚ͘ For certain categories, a ŇĂƚĨĞĞ may be proposed. dŚĞĚŵŝŶŝƐƚƌĂƟǀĞ&ĞĞǁŝůůďĞƐƚĂƚĞĚŝŶ^ƵƉƉůŝĞƌ͛ƐWƌŽƉŽƐĂů. "!



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9) &ĞĞZĞŵŝƩĂŶĐĞ͘ ^ƵƉƉůŝĞƌǁŝůůƌĞŵŝƚĨĞĞƚŽ^ŽƵƌĐĞǁĞůůŶŽůĂƚĞƌƚŚĂŶϰϱĐĂůĞŶĚĂƌĚĂLJƐĂŌĞƌƚŚĞĐůŽƐĞ ŽĨƚŚĞƉƌĞĐĞĚŝŶŐĐĂůĞŶĚĂƌƋƵĂƌƚĞƌŝŶĐŽŶũƵŶĐƟŽŶǁŝƚŚ^ƵƉƉůŝĞƌ͛ƐZĞƉŽƌƟŶŐWĞƌŝŽĚŽďůŝŐĂƟŽŶƐ ĚĞĮŶĞĚŚĞƌĞŝŶ͘WĂLJŵĞŶƚƐƐŚŽƵůĚŶŽƚĞƚŚĞ^ƵƉƉůŝĞƌ͛ƐŶĂŵĞĂŶĚ^ŽƵƌĐĞǁĞůů-assigned Agreement ŶƵŵďĞƌŝŶƚŚĞŵĞŵŽ͖ĂŶĚŵƵƐƚďĞĞŝƚŚĞƌŵĂŝůĞĚto Sourcewell ĂďŽǀĞ͞ƩŶ͗ĐĐŽƵŶƚƐZĞĐĞŝǀĂďůĞ͟Žƌ ƌĞŵŝƩĞĚĞůĞĐƚƌŽŶŝĐĂůůLJƚŽ^ŽƵƌĐĞǁĞůů͛ƐďĂŶŬŝŶŐŝŶƐƟƚƵƟŽŶƉĞƌ^ŽƵƌĐĞǁĞůů͛Ɛ&ŝŶĂŶĐĞĚĞƉĂƌƚŵĞŶƚ ŝŶƐƚƌƵĐƟŽŶƐ͘
10) EŽŶĐŽŵƉůŝĂŶĐĞ͘ Sourcewell reserves the right to seek all remedies available ĂƚůĂǁĨŽƌƵŶƉĂŝĚŽƌ ƵŶĚĞƌƉĂŝĚĚŵŝŶŝƐƚƌĂƟǀĞ&ĞĞƐĚƵĞƵŶĚĞƌƚŚŝƐŐƌĞĞŵĞŶƚ͘&ĂŝůƵƌĞƚŽƌĞŵŝƚƉĂLJŵĞŶƚ͕ĚĞůŝŶƋƵĞŶƚ payments͕ƵŶĚĞƌƉĂLJŵĞŶƚƐ͕ŽƌŽƚŚĞƌĚĞǀŝĂƟŽŶƐĨƌŽŵƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚŝƐŐƌĞĞŵĞŶƚŵĂLJďĞ ĚĞĞŵĞĚĂŵĂƚĞƌŝĂůďƌĞĂĐŚĂŶĚŵĂLJƌĞƐƵůƚŝŶĐĂŶĐĞůůĂƟŽŶŽĨƚŚŝƐŐƌĞĞŵĞŶƚĂŶĚĚŝƐďĂƌŵĞŶƚĨƌŽŵ ĨƵƚƵƌĞŐƌĞĞŵĞŶƚƐ͘
11) ƵĚŝƚZĞƋƵŝƌĞŵĞŶƚƐ͘ Pursuant to Minn. Stat. Α 16C.05, subdivision 5, the books, records, ĚŽĐƵŵĞŶƚƐ͕ĂŶĚĂĐĐŽƵŶƟŶŐƉƌŽĐĞĚƵƌĞƐĂŶĚƉƌĂĐƟĐĞƐƌĞůĞǀĂŶƚƚŽƚŚŝƐŐƌĞĞŵĞŶƚĂƌĞƐƵďũĞĐƚƚŽ ĞdžĂŵŝŶĂƟŽŶďLJ^ŽƵƌĐĞǁĞůůand ƚŚĞDŝŶŶĞƐŽƚĂ^ƚĂƚĞƵĚŝƚŽƌĨŽƌĂŵŝŶŝŵƵŵŽĨƐŝdžLJĞĂƌƐĨƌŽŵƚŚĞĞŶĚ ŽĨƚŚŝƐŐƌĞĞŵĞŶƚ͘^ƵƉƉůŝĞƌĂŐƌĞĞƐƚŽĨƵůůLJĐŽŽƉĞƌĂƚĞǁŝƚŚ^ŽƵƌĐĞǁĞůůŝŶĂƵĚŝƟŶŐƚƌĂŶƐĂĐƟŽŶƐƵŶĚĞƌ ƚŚŝƐŐƌĞĞŵĞŶƚƚŽĞŶƐƵƌĞĐŽŵƉůŝĂŶĐĞǁŝƚŚƉƌŝĐŝŶŐƚĞƌŵƐ͕ĐŽƌƌĞĐƚĐĂůĐƵůĂƟŽŶĂŶĚƌĞŵŝƩĂŶĐĞŽĨ ĚŵŝŶŝƐƚƌĂƟǀĞ&ĞĞƐ͕ĂŶĚǀĞƌŝĮĐĂƟŽŶ ŽĨƚƌĂŶƐĂĐƟŽŶƐĂƐŵĂLJďĞƌĞƋƵĞƐƚĞĚďLJĂWĂƌƟĐŝƉĂƟŶŐ ŶƟƚLJŽƌ
Sourcewell.
12) ƐƐŝŐŶŵĞŶƚ͕dƌĂŶƐĨĞƌ͕ĂŶĚĚŵŝŶŝƐƚƌĂƟǀĞŚĂŶŐĞƐ͘^ƵƉƉůŝĞƌŵĂLJŶŽƚĂƐƐŝŐŶŽƌŽƚŚĞƌǁŝƐĞƚƌĂŶƐĨĞƌŝƚƐ ƌŝŐŚƚƐŽƌŽďůŝŐĂƟŽŶƐƵŶĚĞƌƚŚŝƐŐƌĞĞŵĞŶƚǁŝƚŚŽƵƚƚŚĞƉƌŝŽƌǁƌŝƩĞŶĐŽŶƐĞŶƚŽĨ^ŽƵƌĐĞǁĞůů͘^ƵĐŚ consent will not be unreasonably withheld. Sourcewell reserves the right to unilaterally assign all or ƉŽƌƟŽŶƐŽĨƚŚŝƐŐƌĞĞŵĞŶƚǁŝƚŚŝŶŝƚƐƐŽůĞĚŝƐĐƌĞƟŽŶƚŽĂĚĚƌĞƐƐĐŽƌƉŽƌĂƚĞƌĞƐƚƌƵĐƚƵƌŝŶŐƐ͕ŵĞƌŐĞƌƐ͕ ĂĐƋƵŝƐŝƟŽŶƐ͕ŽƌŽƚŚĞƌĐŚĂŶŐĞƐƚŽƚŚĞResponsible Party and named in the Agreement. Any prohibited ĂƐƐŝŐŶŵĞŶƚŝƐŝŶǀĂůŝĚ͘hƉŽŶƌĞƋƵĞƐƚ Sourcewell may make adminisƚƌĂƟǀĞĐŚĂŶŐĞƐƚŽĂŐƌĞĞŵĞŶƚ ĚŽĐƵŵĞŶƚĂƟŽŶƐƵĐŚĂƐŶĂŵĞĐŚĂŶŐĞƐ͕ĂĚĚƌĞƐƐĐŚĂŶŐĞƐ͕ĂŶĚŽƚŚĞƌŶŽŶ-material updates as determined ǁŝƚŚŝŶŝƚƐƐŽůĞĚŝƐĐƌĞƟŽŶ͘
ϭϯͿ ŵĞŶĚŵĞŶƚƐ͘ ŶLJŵĂƚĞƌŝĂůĐŚĂŶŐĞƚŽƚŚŝƐŐƌĞĞŵĞŶƚŵƵƐƚďĞĞdžĞĐƵƚĞĚŝŶǁƌŝƟŶŐƚŚƌŽƵŐŚĂŶ ĂŵĞŶĚŵĞŶƚĂŶĚǁŝůůŶŽƚďĞĞīĞĐƟǀĞƵŶƟůŝƚŚĂƐďĞĞŶĚƵůLJĞdžĞĐƵƚĞĚďLJƚŚĞƉĂƌƟĞƐ. 14) tĂŝǀĞƌ͘ Failure by Sourcewell to ĞŶĨŽƌĐĞany right under this Agreement will not be deemed a waiver ŽĨƐƵĐŚƌŝŐŚƚŝŶƚŚĞĞǀĞŶƚŽĨƚŚĞĐŽŶƟŶƵĂƟŽŶŽƌƌĞƉĞƟƟŽŶŽĨƚŚĞĐŝƌĐƵŵƐƚĂŶĐĞƐŐŝǀŝŶŐƌŝƐĞƚŽƐƵĐŚ right.
15) ŽŵƉůĞƚĞŐƌĞĞŵĞŶƚ͘ dŚŝƐŐƌĞĞŵĞŶƚƌĞƉƌĞƐĞŶƚƐƚŚĞĐŽŵƉůĞƚĞĂŐƌĞĞŵĞŶƚďĞƚǁĞĞŶƚŚĞƉĂƌƟĞƐ ĨŽƌ ƚŚĞƐĐŽƉĞĂƐĚĞĮŶĞĚŚĞƌĞŝŶ͘^ƵƉƉůŝĞƌĂŶĚ^ŽƵƌĐĞǁĞůůŵĂLJĞŶƚĞƌŝŶƚŽƐĞƉĂƌĂƚĞǁƌŝƩĞŶĂŐƌĞĞŵĞŶƚƐ ƌĞůĂƟŶŐƐƉĞĐŝĮĐĂůůLJƚŽƚƌĂŶƐĂĐƟŽŶƐŽƵƚƐŝĚĞŽĨƚŚĞƐĐŽƉĞŽĨƚŚŝƐŐƌĞĞŵĞŶƚ͘ 16) ZĞůĂƟŽŶƐŚŝƉŽĨ^ŽƵƌĐĞǁĞůůĂŶĚ^ƵƉƉůŝĞƌ͘ This Agreement does not create a partnership, joint ǀĞŶƚƵƌĞ͕ŽƌĂŶLJŽƚŚĞƌƌĞůĂƟŽŶƐŚŝƉƐƵĐŚĂƐĞŵƉůŽLJĞĞ͕ŝŶĚĞƉĞŶĚĞŶƚĐŽŶƚƌĂĐƚŽƌ͕ŵĂƐƚĞƌ-servant, or principal-agent.
17) /ŶĚĞŵŶŝĮĐĂƟŽŶ͘ ^ƵƉƉůŝĞƌŵƵƐƚŝŶĚĞŵŶŝĨLJ͕ĚĞĨĞŶĚ͕ƐĂǀĞ͕ĂŶĚŚŽůĚ^ŽƵƌĐĞǁĞůů͕ŝŶĐůƵĚŝŶŐƚŚĞŝƌĂŐĞŶƚƐ ĂŶĚĞŵƉůŽLJĞĞƐ͕ŚĂƌŵůĞƐƐĨƌŽŵĂŶLJĐůĂŝŵƐŽƌĐĂƵƐĞƐŽĨĂĐƟŽŶ͕ŝŶĐůƵĚŝŶŐĂƩŽƌŶĞLJƐ͛ĨĞĞƐŝŶĐƵƌƌĞĚďLJ "!



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082025-RSD
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^ŽƵƌĐĞǁĞůů͕ĂƌŝƐŝŶŐŽƵƚŽĨĂŶLJĂĐƚŽƌŽŵŝƐƐŝŽŶŝŶƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚŝƐŐƌĞĞŵĞŶƚďLJƚŚĞ^ƵƉƉůŝĞƌ ŽƌŝƚƐĂŐĞŶƚƐŽƌĞŵƉůŽLJĞĞƐ͖ƚŚŝƐŝŶĚĞŵŶŝĮĐĂƟŽŶŝŶĐůƵĚĞƐŝŶũƵƌLJŽƌĚĞĂƚŚƚŽƉĞƌƐŽŶ;ƐͿŽƌƉƌŽƉĞƌƚLJ ĂůůĞŐĞĚƚŽŚĂǀĞďĞĞŶĐĂƵƐĞĚďLJƐŽŵĞĚĞĨĞĐƚŝŶĚĞƐŝŐŶ͕ĐŽŶĚŝƟŽŶ͕ŽƌƉĞƌĨŽƌŵĂŶĐĞŽĨ/ŶĐůƵĚĞĚ ^ŽůƵƟŽŶƐƵŶĚĞƌƚŚŝƐŐƌĞĞŵĞŶƚ͘^ŽƵƌĐĞǁĞůů͛ƐƌĞƐƉŽŶƐŝďŝůŝƚLJǁŝůůďĞŐŽǀĞƌŶĞĚďLJƚŚĞ^ƚĂƚĞŽĨ DŝŶŶĞƐŽƚĂ͛ƐdŽƌƚ>ŝĂďŝůŝƚLJĐƚ;DŝŶŶĞƐŽƚĂ^ƚĂƚƵƚĞƐŚĂƉƚĞƌϰϲϲͿĂŶĚŽƚŚĞƌĂƉƉůŝĐĂďůĞůĂǁ͘ 18) ĂƚĂWƌĂĐƟĐĞƐ͘ Supplier and Sourcewell acknowledge Sourcewell is subject to the Minnesota 'ŽǀĞƌŶŵĞŶƚĂƚĂWƌĂĐƟĐĞƐĐƚ͕DŝŶŶĞƐŽƚĂ^ƚĂƚƵƚĞƐŚĂƉƚĞƌϭϯ͘ƐŝƚĂƉƉůŝĞƐƚŽĂůůĚĂƚĂĐƌĞĂƚĞĚĂŶĚ ŵĂŝŶƚĂŝŶĞĚŝŶƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚŝƐŐƌĞĞŵĞŶƚ͕^ƵƉƉůŝĞƌŵĂLJďĞƐƵďũĞĐƚƚŽƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚŝƐ chapter.
19) 'ƌĂŶƚŽĨ>ŝĐĞŶƐĞ͘
a) ƵƌŝŶŐƚŚĞƚĞƌŵŽĨƚŚŝƐŐƌĞĞŵĞŶƚ͗
i) ^ƵƉƉůŝĞƌWƌŽŵŽƟŽŶ͘ Sourcewell grants to Supplier a royalty-ĨƌĞĞ͕ǁŽƌůĚǁŝĚĞ͕ŶŽŶ-exclusive ƌŝŐŚƚĂŶĚůŝĐĞŶƐĞƚŽƵƐĞƚŚĞƚƌĂĚĞŵĂƌŬ;ƐͿƉƌŽǀŝĚĞĚƚŽ^ƵƉƉůŝĞƌďLJ^ŽƵƌĐĞǁĞůůŝŶĂĚǀĞƌƟƐŝŶŐ͕ ƉƌŽŵŽƟŽŶĂůŵĂƚĞƌŝĂůƐ͕ĂŶĚŝŶĨŽƌŵĂƟŽŶĂůƐŝƚĞƐĨŽƌƚŚĞƉƵƌƉŽƐĞŽĨŵĂƌŬĞƟŶŐ^ŽƵƌĐĞǁĞůů͛Ɛ Agreement with Supplier.
ii) ^ŽƵƌĐĞǁĞůůWƌŽŵŽƟŽŶ͘ Supplier grants to Sourcewell a royalty-ĨƌĞĞ͕ǁŽƌůĚǁŝĚĞ͕ŶŽŶĞdžĐůƵƐŝǀĞƌŝŐŚƚĂŶĚůŝĐĞŶƐĞƚŽƵƐĞ^ƵƉƉůŝĞƌ͛ƐƚƌĂĚĞŵĂƌŬƐŝŶĂĚǀĞƌƟƐŝŶŐ͕ƉƌŽŵŽƟŽŶĂů ŵĂƚĞƌŝĂůƐ͕ĂŶĚŝŶĨŽƌŵĂƟŽŶĂůƐŝƚĞƐĨŽƌƚŚĞƉƵƌƉŽƐĞŽĨŵĂƌŬĞƟŶŐ^ƵƉƉůŝĞƌ͛ƐŐƌĞĞŵĞŶƚǁŝƚŚ Sourcewell.
b) >ŝŵŝƚĞĚZŝŐŚƚŽĨ^ƵďůŝĐĞŶƐĞ͘ dŚĞƌŝŐŚƚĂŶĚůŝĐĞŶƐĞŐƌĂŶƚĞĚŚĞƌĞŝŶŝŶĐůƵĚĞƐĂůŝŵŝƚĞĚƌŝŐŚƚŽĨĞĂĐŚ ƉĂƌƚLJƚŽŐƌĂŶƚƐƵďůŝĐĞŶƐĞƐƚŽƚŚĞŝƌƌĞƐƉĞĐƟǀĞƐƵďƐŝĚŝĂƌŝĞƐ͕ĚŝƐƚƌŝďƵƚŽƌƐ͕ĚĞĂůĞƌƐ͕ƌĞƐĞůůĞƌƐ͕ ŵĂƌŬĞƟŶŐƌĞƉƌĞƐĞŶƚĂƟǀĞƐ͕ƉĂƌƚŶĞƌƐ͕ŽƌĂŐĞŶƚƐ;ĐŽůůĞĐƟǀĞůLJ͞WĞƌŵŝƩĞĚ^ƵďůŝĐĞŶƐĞĞƐ͟ͿŝŶ ĂĚǀĞƌƟƐŝŶŐ͕ƉƌŽŵŽƟŽŶĂů͕ŽƌŝŶĨŽƌŵĂƟŽŶĂůŵĂƚĞƌŝĂůƐĨŽƌƚŚĞƉƵƌƉŽƐĞŽĨŵĂƌŬĞƟŶŐƚŚĞWĂƌƟĞƐ͛ ƌĞůĂƟŽŶƐŚŝƉ͘ŶLJƐƵďůŝĐĞŶƐĞŐƌĂŶƚĞĚǁŝůůďĞƐƵďũĞĐƚƚŽƚŚĞƚĞƌŵƐĂŶĚĐŽŶĚŝƟŽŶƐŽĨƚŚŝƐƌƟĐůĞ͘

ĂĐŚƉĂƌƚLJǁŝůůďĞƌĞƐƉŽŶƐŝďůĞĨŽƌĂŶLJďƌĞĂĐŚŽĨƚŚŝƐƐĞĐƟŽŶ ďLJĂŶLJŽĨƚŚĞŝƌƌĞƐƉĞĐƟǀĞ sublicensees.
c) hƐĞ͖YƵĂůŝƚLJŽŶƚƌŽů͘
i) EĞŝƚŚĞƌƉĂƌƚLJŵĂLJĂůƚĞƌƚŚĞŽƚŚĞƌƉĂƌƚLJ͛ƐƚƌĂĚĞŵĂƌŬƐĨƌŽŵƚŚĞĨŽƌŵƉƌŽǀŝĚĞĚĂŶĚŵƵƐƚ ĐŽŵƉůLJǁŝƚŚƌĞŵŽǀĂůƌĞƋƵĞƐƚƐĂƐƚŽƐƉĞĐŝĮĐƵƐĞƐŽĨŝƚƐƚƌĂĚĞŵĂƌŬƐŽƌůŽŐŽƐ. ii)
ĂĐŚƉĂƌƚLJĂŐƌĞĞƐƚŽƵƐĞ͕ĂŶĚƚŽĐĂƵƐĞŝƚƐWĞƌŵŝƩĞĚ^ƵďůŝĐĞŶƐĞĞƐƚŽƵƐĞ͕ƚŚĞŽƚŚĞƌƉĂƌƚLJ͛Ɛ ƚƌĂĚĞŵĂƌŬƐŽŶůLJŝŶŐŽŽĚĨĂŝƚŚĂŶĚŝŶĂĚŝŐŶŝĮĞĚŵĂŶŶĞƌĐŽŶƐŝƐƚĞŶƚǁŝƚŚƐƵĐŚƉĂƌƚLJ͛ƐƵƐĞŽĨ ƚŚĞƚƌĂĚĞŵĂƌŬƐ͘
ĂĐŚƉĂƌƚLJŵĂLJŵĂŬĞǁƌŝƩĞŶŶŽƟĐĞƚŽƚŚĞŽƚŚĞƌƌĞŐĂƌĚŝŶg misuse under ƚŚŝƐƐĞĐƟŽŶ͘dŚĞŽīĞŶĚŝŶŐƉĂƌƚLJǁŝůůŚĂǀĞϯϬĚĂLJƐŽĨƚŚĞĚĂƚĞŽĨƚŚĞǁƌŝƩĞŶŶŽƟĐĞƚŽĐƵƌĞ the issue or the license/sublicense will be terminated. d) dĞƌŵŝŶĂƟŽŶ͘ hƉŽŶƚŚĞƚĞƌŵŝŶĂƟŽŶŽĨƚŚŝƐŐƌĞĞŵĞŶƚĨŽƌĂŶLJƌĞĂƐŽŶ͕ĞĂĐŚƉĂƌƚLJ͕ŝŶĐůƵĚŝŶŐ WĞƌŵŝƩĞĚ^ƵďůŝĐĞŶƐĞĞƐ͕ǁŝůůŚĂǀĞϯϬĚĂLJƐƚŽƌĞŵŽǀĞĂůůdƌĂĚĞŵĂƌŬƐĨƌŽŵƐŝŐŶĂŐĞ͕ǁĞďƐŝƚĞƐ͕ĂŶĚ ƚŚĞůŝŬĞďĞĂƌŝŶŐƚŚĞŽƚŚĞƌƉĂƌƚLJ͛ƐŶĂŵĞŽƌůŽŐŽ;ĞdžĐĞƉƟŶŐ^ŽƵƌĐĞǁĞůů͛ƐƉƌĞ-printed ĐĂƚĂůŽŐŽĨ ƐƵƉƉůŝĞƌƐǁŚŝĐŚŵĂLJďĞƵƐĞĚƵŶƟůƚŚĞŶĞdžƚƉƌŝŶƟŶŐͿ͘^ƵƉƉůŝĞƌŵƵƐƚƌĞƚƵƌŶĂůůŵĂƌŬĞƟŶŐĂŶĚ "!



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082025-RSD
v052824 11
ƉƌŽŵŽƟŽŶĂůŵĂƚĞƌŝĂůƐ͕ŝŶĐůƵĚŝŶŐƐŝŐŶĂŐĞ͕ƉƌŽǀŝĚĞĚďLJ^ŽƵƌĐĞǁĞůů͕ŽƌĚŝƐƉŽƐĞŽĨŝƚĂĐĐŽƌĚŝŶŐƚŽ ^ŽƵƌĐĞǁĞůů͛ƐǁƌŝƩĞŶĚŝƌĞĐƟŽŶƐ͘
20) sĞŶƵĞĂŶĚ'ŽǀĞƌŶŝŶŐůĂǁďĞƚǁĞĞŶ^ŽƵƌĐĞǁĞůůĂŶĚ^ƵƉƉůŝĞƌKŶůLJ͘ dŚĞƐƵďƐƚĂŶƟǀĞĂŶĚƉƌŽĐĞĚƵƌĂů ůĂǁƐŽĨƚŚĞ^ƚĂƚĞŽĨDŝŶŶĞƐŽƚĂǁŝůůŐŽǀĞƌŶƚŚŝƐŐƌĞĞŵĞŶƚďĞƚǁĞĞŶ^ŽƵƌĐĞǁĞůůĂŶĚ^ƵƉƉůŝĞƌ͘sĞŶƵĞ ĨŽƌĂůůůĞŐĂůƉƌŽĐĞĞĚŝŶŐƐĂƌŝƐŝŶŐŽƵƚŽĨƚŚŝƐŐƌĞĞŵĞŶƚďĞƚǁĞĞŶ^ŽƵƌĐĞǁĞůůĂŶĚ^ƵƉƉůŝĞƌǁŝůůďĞŝŶ ĐŽƵƌƚŽĨĐŽŵƉĞƚĞŶƚũƵƌŝƐĚŝĐƟŽŶǁŝƚŚŝŶƚŚĞ^ƚĂƚĞŽĨDŝŶŶĞƐŽƚĂ͘dŚŝƐƐĞĐƟŽŶĚŽĞƐŶŽƚĂƉƉůLJƚŽĂŶLJ ĚŝƐƉƵƚĞďĞƚǁĞĞŶ^ƵƉƉůŝĞƌĂŶĚWĂƌƟĐŝƉĂƟŶŐ
ŶƟƚLJ͘dŚŝƐŐƌĞĞŵĞŶƚƌĞƐĞƌǀĞƐƚŚĞƌŝŐŚƚĨŽƌ^ƵƉƉůŝĞƌĂŶĚ WĂƌƟĐŝƉĂƟŶŐ
ŶƟƚLJƚŽŶĞŐŽƟĂƚĞƚŚŝƐƚĞƌŵƚŽǁŝƚŚŝŶĂŶLJƚƌĂŶƐĂĐƟŽŶĚŽĐƵŵĞŶƚƐ. 21) ^ĞǀĞƌĂďŝůŝƚLJ͘ /ĨĂŶLJƉƌŽǀŝƐŝŽŶŽĨƚŚŝƐŐƌĞĞŵĞŶƚŝƐĨŽƵŶĚďLJĂĐŽƵƌƚŽĨĐŽŵƉĞƚĞŶƚũƵƌŝƐĚŝĐƟŽŶƚŽďĞ ŝůůĞŐĂů͕ƵŶĞŶĨŽƌĐĞĂďůĞ͕ŽƌǀŽŝĚƚŚĞŶďŽƚŚƉĂƌƟĞƐǁŝůůďĞƌĞůŝĞǀĞĚĨƌŽŵĂůůŽďůŝŐĂƟŽŶƐĂƌŝƐŝŶŐĨƌŽŵƚŚĂƚ ƉƌŽǀŝƐŝŽŶ͘/ĨƚŚĞƌĞŵĂŝŶĚĞƌŽĨƚŚŝƐŐƌĞĞŵĞŶƚŝƐĐĂƉĂďůĞŽĨďĞŝŶŐƉĞƌĨŽƌŵĞĚ͕ŝƚǁŝůůŶŽƚďĞĂīĞĐƚĞĚ ďLJƐƵĐŚĚĞƚĞƌŵŝŶĂƟŽŶŽƌĮŶĚŝŶŐĂŶĚŵƵƐƚďĞĨƵůůLJƉĞƌĨŽƌŵĞĚ͘ 22) /ŶƐƵƌĂŶĐĞŽǀĞƌĂŐĞ͘ At its own expense, Supplier must maintain valid insurance policy(ies) during ƚŚĞƉĞƌĨŽƌŵĂŶĐĞŽĨƚŚŝƐŐƌĞĞŵĞŶƚǁŝƚŚŝŶƐƵƌĂŶĐĞĐŽŵƉĂŶLJ;ŝĞƐͿůŝĐĞŶƐĞĚŽƌĂƵƚŚŽƌŝnjĞĚƚŽĚŽ ďƵƐŝŶĞƐƐŝŶƚŚĞ^ƚĂƚĞŽĨDŝŶŶĞƐŽƚĂŚĂǀŝŶŐĂŶ͞D
^d͟ƌĂƟŶŐŽĨ- ŽƌďĞƩĞƌ͕ǁŝƚŚĐŽverage and
ůŝŵŝƚƐŽĨŝŶƐƵƌĂŶĐĞŶŽƚůĞƐƐƚŚĂŶƚŚĞĨŽůůŽǁŝŶŐ͗
a) ŽŵŵĞƌĐŝĂů'ĞŶĞƌĂů>ŝĂďŝůŝƚLJ/ŶƐƵƌĂŶĐĞ͘ ^ƵƉƉůŝĞƌǁŝůůŵĂŝŶƚĂŝŶŝŶƐƵƌĂŶĐĞĐŽǀĞƌŝŶŐŝƚƐŽƉĞƌĂƟŽŶƐ͕ with coverage on an occurrence basis, and must be subject to terms no less broad than the /ŶƐƵƌĂŶĐĞ^ĞƌǀŝĐĞƐKĸĐĞ;͞/^K͟ͿŽŵŵĞƌĐŝĂů'ĞŶĞƌĂů>ŝĂďŝůŝƚLJ&Žƌŵ'ϬϬϬϭ;ϮϬϬϭŽƌŶĞǁĞƌ ĞĚŝƟŽŶͿ͕ŽƌĞƋƵŝǀĂůĞŶƚ͘ƚĂŵŝŶŝŵƵŵ͕ĐŽǀĞƌĂŐĞŵƵƐƚŝŶĐůƵĚĞůŝĂďŝůŝƚLJĂƌŝƐŝŶŐĨƌŽŵƉƌĞŵŝƐĞƐ͕ ŽƉĞƌĂƟŽŶƐ͕ďŽĚŝůLJŝŶũƵƌLJĂŶĚƉƌŽƉĞƌƚLJĚĂŵĂŐĞ͕ŝŶĚĞƉĞŶĚĞŶƚĐŽŶƚƌĂĐƚŽƌƐ͕ƉƌŽĚƵĐƚƐ-completed ŽƉĞƌĂƟŽŶƐŝŶĐůƵĚŝŶŐĐŽŶƐƚƌƵĐƟŽŶĚĞĨĞĐƚ͕ĐŽŶƚƌĂĐtual liability, blanket contractual liability, and ƉĞƌƐŽŶĂůŝŶũƵƌLJĂŶĚĂĚǀĞƌƟƐŝŶŐŝŶũƵƌLJ͘ůůƌĞƋƵŝƌĞĚůŝŵŝƚƐ͕ƚĞƌŵƐĂŶĚĐŽŶĚŝƟŽŶƐŽĨĐŽǀĞƌĂŐĞŵƵƐƚ ďĞŵĂŝŶƚĂŝŶĞĚĚƵƌŝŶŐƚŚĞƚĞƌŵŽĨƚŚŝƐAgreement.
x Ψϭ͕ϱϬϬ͕ϬϬϬĞĂĐŚŽĐĐƵƌƌĞŶĐĞŽĚŝůLJ/ŶũƵƌLJĂŶĚWƌŽƉĞƌƚLJĂŵĂŐĞ x Ψϭ͕ϱϬϬ͕ϬϬϬWĞƌƐŽŶĂůĂŶĚĚǀĞƌƟƐŝŶŐ/ŶũƵƌLJ
x ΨϮ͕ϬϬϬ͕ϬϬϬĂŐŐƌĞŐĂƚĞĨŽƌƉƌŽĚƵĐƚƐůŝĂďŝůŝƚLJ-ĐŽŵƉůĞƚĞĚŽƉĞƌĂƟŽŶƐ x ΨϮ͕ϬϬϬ͕ϬϬϬŐĞŶĞƌĂůĂŐŐƌĞŐĂƚĞ
b) ĞƌƟĮĐĂƚĞƐŽĨ/ŶƐƵƌĂŶĐĞ͘ WƌŝŽƌƚŽĞdžĞĐƵƟŽŶŽĨƚŚŝƐŐƌĞĞŵĞŶƚ͕^ƵƉƉůŝĞƌŵƵƐƚĨƵƌŶŝƐŚƚŽ ^ŽƵƌĐĞǁĞůůĂĐĞƌƟĮĐĂƚĞŽĨŝŶƐƵƌĂŶĐĞ͕ĂƐĞǀŝĚĞŶĐĞŽĨƚŚĞŝŶƐƵƌĂŶĐĞƌĞƋƵŝƌĞĚƵŶĚĞƌƚŚŝƐ ŐƌĞĞŵĞŶƚ͘WƌŝŽƌƚŽĞdžƉŝƌĂƟŽŶŽĨƚŚĞƉŽůŝĐLJ;ŝĞƐͿ͕ƌĞŶĞǁĂůĐĞƌƟĮĐĂƚĞƐŵƵƐƚďĞŵĂŝůĞĚƚŽ Sourcewell, 202 12th Street Northeast, P.O. Box 219, Staples, MN 56479 or provided to in an ĂůƚĞƌŶĂƟǀĞŵĂŶŶĞƌĂƐĚŝƌĞĐƚĞĚďLJ^ŽƵƌĐĞǁĞůů͘dŚĞĐĞƌƟĮĐĂƚĞƐŵƵƐƚďĞƐŝŐŶĞĚďLJĂƉĞƌƐŽŶ ĂƵƚŚŽƌŝnjĞĚďLJƚŚĞŝŶƐƵƌĞƌ;ƐͿƚŽďŝŶĚĐŽǀĞƌĂŐĞŽŶƚŚĞŝƌďĞŚĂůĨ͘ &ĂŝůƵƌĞŽĨ^ƵƉƉůŝĞƌƚŽŵĂŝŶƚĂŝŶƚŚĞ ƌĞƋƵŝƌĞĚŝŶƐƵƌĂŶĐĞĂŶĚĚŽĐƵŵĞŶƚĂƟŽŶŵĂLJĐŽŶƐƟƚƵƚĞĂŵĂƚĞƌŝĂůďƌĞĂĐŚ͘ c) ĚĚŝƟŽŶĂů/ŶƐƵƌĞĚ
ŶĚŽƌƐĞŵĞŶƚĂŶĚWƌŝŵĂƌLJĂŶĚEŽŶ-ĐŽŶƚƌŝďƵƚŽƌLJ/ŶƐƵƌĂŶĐĞůĂƵƐĞ͘ Supplier ĂŐƌĞĞƐƚŽůŝƐƚ^ŽƵƌĐĞǁĞůů͕ŝŶĐůƵĚŝŶŐŝƚƐŽĸĐĞƌƐ͕ĂŐĞŶƚƐ͕ĂŶĚĞŵƉůŽLJĞĞƐ͕ĂƐĂŶĂĚĚŝƟŽŶĂůŝŶƐƵƌĞĚ ƵŶĚĞƌƚŚĞ^ƵƉƉůŝĞƌ͛ƐĐŽŵŵĞƌĐŝĂůŐĞŶĞƌĂůůŝĂďŝůŝƚLJŝŶƐƵƌĂŶĐĞƉŽůŝĐLJǁŝƚŚƌĞƐƉĞĐƚƚŽůŝĂďŝůŝƚLJĂƌŝƐŝŶŐ ŽƵƚŽĨĂĐƟǀŝƟĞƐ͕͞ŽƉĞƌĂƟŽŶƐ͕͟Žƌ͞ǁŽƌŬ͟ƉĞƌĨŽƌŵĞĚďLJŽƌŽŶďĞŚĂůĨŽĨ^ƵƉƉůŝĞƌ͕ĂŶĚƉƌŽĚƵĐƚƐ ĂŶĚĐŽŵƉůĞƚĞĚŽƉĞƌĂƟŽŶƐŽĨ^ƵƉƉůŝĞƌ͘dŚĞƉŽůŝĐLJƉƌŽǀŝƐŝŽŶ;ƐͿŽƌĞŶĚŽƌƐĞŵĞŶƚ;ƐͿŵƵƐƚĨƵƌƚŚĞƌ provide that coverage is primary and not excess over or contributory with any other valid, ĂƉƉůŝĐĂďůĞ͕ĂŶĚĐŽůůĞĐƟďůĞŝŶƐƵƌĂŶĐĞŽƌƐĞůĨ-ŝŶƐƵƌĂŶĐĞŝŶĨŽƌĐĞĨŽƌƚŚĞĂĚĚŝƟŽŶĂůŝŶƐƵƌĞĚƐ͘ "!



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d) tĂŝǀĞƌŽĨ^ƵďƌŽŐĂƟŽŶ͘ ^ƵƉƉůŝĞƌǁĂŝǀĞƐĂŶĚŵƵƐƚƌĞƋƵŝƌĞ;ďLJĞŶĚŽƌƐĞŵĞŶƚŽƌŽƚŚĞƌǁŝƐĞͿĂůůŝƚƐ ŝŶƐƵƌĞƌƐƚŽǁĂŝǀĞƐƵďƌŽŐĂƟŽŶƌŝŐŚƚƐĂŐĂŝŶƐƚ^ŽƵƌĐĞǁĞůůĂŶĚŽƚŚĞƌĂĚĚŝƟŽŶĂůŝŶƐƵƌĞĚƐĨŽƌůŽƐƐĞƐ ƉĂŝĚƵŶĚĞƌƚŚĞŝŶƐƵƌĂŶĐĞƉŽůŝĐŝĞƐƌĞƋƵŝƌĞĚďLJƚŚŝƐŐƌĞĞŵĞŶƚŽƌŽƚŚĞƌŝŶƐƵƌĂŶĐĞĂƉƉůŝĐĂble to ƚŚĞ^ƵƉƉůŝĞƌŽƌŝƚƐƐƵďĐŽŶƚƌĂĐƚŽƌƐ͘dŚĞǁĂŝǀĞƌŵƵƐƚĂƉƉůLJƚŽĂůůĚĞĚƵĐƟďůĞƐĂŶĚͬŽƌƐĞůĨ-insured ƌĞƚĞŶƟŽŶƐĂƉƉůŝĐĂďůĞƚŽƚŚĞƌĞƋƵŝƌĞĚŽƌĂŶLJŽƚŚĞƌŝŶƐƵƌĂŶĐĞŵĂŝŶƚĂŝŶĞĚďLJƚŚĞ^ƵƉƉůŝĞƌŽƌŝƚƐ ƐƵďĐŽŶƚƌĂĐƚŽƌƐ͘tŚĞƌĞƉĞƌŵŝƩĞĚďLJůĂǁ͕^ƵƉƉůŝĞƌŵƵƐƚƌĞƋƵŝƌĞƐŝŵŝůĂƌǁƌŝƩĞŶĞdžƉƌĞƐƐǁĂŝǀĞƌƐ ŽĨƐƵďƌŽŐĂƟŽŶĂŶĚŝŶƐƵƌĂŶĐĞĐůĂƵƐĞƐĨƌŽŵĞĂĐŚŽĨŝƚƐƐƵďĐŽŶƚƌĂĐƚŽƌƐ͘ e) hŵďƌĞůůĂͬ
džĐĞƐƐ>ŝĂďŝůŝƚLJͬ^
>&-/E^hZ
Z
d
Ed/KE͘ dŚĞůŝŵŝƚƐƌĞƋƵŝƌĞĚďLJƚŚŝƐAgreement can
ďĞŵĞƚďLJĞŝƚŚĞƌƉƌŽǀŝĚŝŶŐĂƉƌŝŵĂƌLJƉŽůŝĐLJŽƌŝŶĐŽŵďŝŶĂƟŽŶǁŝƚŚƵŵďƌĞůůĂͬĞdžĐĞƐƐůŝĂďŝůŝƚLJ ƉŽůŝĐLJ;ŝĞƐͿ͕ŽƌƐĞůĨ-ŝŶƐƵƌĞĚƌĞƚĞŶƟŽŶ͘
ϮϯͿ dĞƌŵŝŶĂƟŽŶĨŽƌŽŶǀĞŶŝĞŶĐĞ͘ Sourcewell or Supplier may terminate this Agreement upon 60 ĐĂůĞŶĚĂƌĚĂLJƐΖǁƌŝƩĞŶŶŽƟĐĞƚŽƚŚĞŽƚŚĞƌWĂƌƚLJ͘dĞƌŵŝŶĂƟŽŶƉƵƌƐƵĂŶƚƚŽƚŚŝƐƐĞĐƟŽŶǁŝůůŶŽƚƌĞůŝĞǀĞ ƚŚĞ^ƵƉƉůŝĞƌ͛ƐŽďůŝŐĂƟŽŶƐƵŶĚĞƌƚŚŝƐŐƌĞĞŵĞŶƚĨŽƌany ƚƌĂŶƐĂĐƟŽŶƐĞŶƚĞƌĞĚǁŝƚŚWĂƌƟĐŝƉĂƟŶŐ

ŶƟƟĞƐƚŚƌŽƵŐŚƚŚĞĚĂƚĞŽĨƚĞƌŵŝŶĂƟŽŶ͕ŝŶĐůƵĚŝŶŐƌĞƉŽƌƟŶŐĂŶĚƉĂLJŵĞŶƚŽĨĂƉƉůŝĐĂďůĞ ĚŵŝŶŝƐƚƌĂƟǀĞ&ĞĞƐ͘
24) dĞƌŵŝŶĂƟŽŶĨŽƌĂƵƐĞ͘ ^ŽƵƌĐĞǁĞůůŵĂLJƚĞƌŵŝŶĂƚĞƚŚŝƐŐƌĞĞŵĞŶƚƵƉŽŶƉƌŽǀŝĚŝŶŐǁƌŝƩĞŶŶŽƟĐĞŽĨ ŵĂƚĞƌŝĂůďƌĞĂĐŚƚŽ^ƵƉƉůŝĞƌ͘EŽƟĐĞŵƵƐƚĚĞƐĐƌŝďĞƚŚĞďƌĞĂĐŚŝŶƌĞĂƐŽŶĂďůĞĚĞƚĂŝůĂŶĚƐƚĂƚĞƚŚĞ ŝŶƚĞŶƚƚŽƚĞƌŵŝŶĂƚĞƚŚĞŐƌĞĞŵĞŶƚ͘hƉŽŶƌĞĐĞŝƉƚŽĨEŽƟĐĞ͕ƚŚĞ^ƵƉƉůŝĞƌǁŝůůŚĂǀĞϯϬĐalendar days ŝŶǁŚŝĐŚŝƚŵƵƐƚĐƵƌĞƚŚĞďƌĞĂĐŚ͘dĞƌŵŝŶĂƟŽŶƉƵƌƐƵĂŶƚƚŽƚŚŝƐƐĞĐƟŽŶǁŝůůŶŽƚƌĞůŝĞǀĞƚŚĞ^ƵƉƉůŝĞƌ͛Ɛ ŽďůŝŐĂƟŽŶƐƵŶĚĞƌƚŚŝƐŐƌĞĞŵĞŶƚĨŽƌany ƚƌĂŶƐĂĐƟŽŶƐĞŶƚĞƌĞĚǁŝƚŚWĂƌƟĐŝƉĂƟŶŐ ŶƟƟĞƐƚŚƌŽƵŐŚƚŚĞ
ĚĂƚĞŽĨƚĞƌŵŝŶĂƟŽŶ͕ŝŶĐůƵĚŝŶŐƌĞƉŽƌƟŶŐĂŶĚƉĂLJŵĞŶƚŽĨĂƉƉůŝĐĂďůĞĚŵŝŶŝƐƚƌĂƟǀĞ&ĞĞƐ͘ ƌƟĐůĞϯ͗
^ƵƉƉůŝĞƌKďůŝŐĂƟŽŶƐƚŽWĂƌƟĐŝƉĂƟŶŐ
ŶƟƟĞƐ
dŚĞdĞƌŵƐŝŶƚŚŝƐƌƟĐůĞϯƌĞůĂƚĞƐƉĞĐŝĮĐĂůůLJƚŽ^ƵƉƉůŝĞƌĂŶĚĂWĂƌƟĐŝƉĂƟŶŐ ŶƟƚLJǁŚĞŶĞŶƚĞƌŝŶŐ
ƚƌĂŶƐĂĐƟŽŶƐƵƟůŝnjŝŶŐƚŚĞ'ĞŶĞƌĂůdĞƌŵƐĞƐƚĂďůŝƐŚĞĚŝŶƚŚŝƐDĂƐƚĞƌŐƌĞĞŵĞŶƚ͘ƌƟĐůĞϭ'ĞŶĞƌĂůdĞƌŵƐ ĐŽŶƚƌŽůŽǀĞƌĂŶLJĐŽŶŇŝĐƚǁŝƚŚƚŚŝƐƌƟĐůĞ ϯ͘tŚĞƌĞƚŚŝƐDĂƐƚĞƌŐƌĞĞŵĞŶƚŝƐƐŝůĞŶƚŽŶĂŶLJƐƵďũĞĐƚ͕ WĂƌƟĐŝƉĂƟŶŐ
ŶƟƚLJĂŶĚ^ƵƉƉůŝĞƌƌĞƚĂŝŶƚŚĞĂďŝůŝƚLJƚŽŶĞŐŽƟĂƚĞŵƵƚƵĂůůLJĂĐĐĞƉƚĂďůĞƚĞƌŵƐ. 1) YƵŽƚĞƐƚŽWĂƌƟĐŝƉĂƟŶŐ
ŶƟƟĞƐ͘ ^ƵƉƉůŝĞƌƐĂƌĞĞŶĐŽƵƌĂŐĞĚƚŽƉƌŽǀŝĚĞĂůůƉƌŝĐŝŶŐŝŶĨŽƌŵĂƟŽŶ ƌĞŐĂƌĚŝŶŐƚŚĞƚŽƚĂůĐŽƐƚŽĨĂĐƋƵŝƐŝƟŽŶǁŚĞŶƋƵŽƟŶŐƚŽĂWĂƌƟĐŝƉĂƟŶŐ ŶƟƚLJ͘^ƵƉƉůŝĞƌƐĂŶĚ
WĂƌƟĐŝƉĂƟŶŐ
ŶƟƟĞƐĂƌĞĞŶĐŽƵƌĂŐĞĚƚŽŝŶĐůƵĚĞĂůůĐŽƐƚƐƉĞĐŝĮĐĂůůLJĂƐƐŽĐŝĂƚĞĚǁŝƚŚŽƌŝŶĐůƵĚĞĚǁŝthin ƚŚĞ^ƵƉƉůŝĞƌƐƉƌŽƉŽƐĂůĂŶĚ/ŶĐůƵĚĞĚ^ŽůƵƟŽŶƐ ǁŝƚŚŝŶƚƌĂŶƐĂĐƟŽŶĚŽĐƵŵĞŶƚƐ. 2) ^ŚŝƉƉŝŶŐ͕ĞůŝǀĞƌLJ͕ĐĐĞƉƚĂŶĐĞ͕ZĞũĞĐƟŽŶ͕ĂŶĚtĂƌƌĂŶƚLJ͘ ^ƵƉƉůŝĞƌ͛ƐƉƌŽƉŽƐĂůŵĂLJŝŶĐůƵĚĞƉƌŽƉŽƐĞĚ ƚĞƌŵƐƌĞůĂƟŶŐƚŽƐŚŝƉƉŝŶŐ͕ĚĞůŝǀĞƌLJ͕ŝŶƐƉĞĐƟŽŶ͕ĂŶĚĂĐĐĞƉƚĂŶĐĞͬƌĞũĞĐƟŽŶ and other relevant terms ŽĨƚĞŶĚĞƌĞĚ^ŽůƵƟŽŶƐ͘^ƵƉƉůŝĞƌĂŶĚWĂƌƟĐŝƉĂƟŶŐ
ŶƟƚLJŵĂLJŶĞŐŽƟĂƚĞĮŶĂůƚĞƌŵƐĂƉƉƌŽƉƌŝĂƚĞĨŽƌƚŚĞ
ƐƉĞĐŝĮĐƚƌĂŶƐĂĐƟŽŶƌĞůĂƟŶŐƚŽnon-ĂƉƉƌŽƉƌŝĂƟŽŶ͕ƐŚŝƉƉŝŶŐ͕ĚĞůŝǀĞƌLJ͕ŝŶƐƉĞĐƟŽŶ͕ ĂĐĐĞƉƚĂŶĐĞͬƌĞũĞĐƟŽŶŽĨƚĞŶĚĞƌĞĚ ^ŽůƵƟŽŶƐ͕ĂŶĚǁĂƌƌĂŶƚLJĐŽǀĞƌĂŐĞĨŽƌ/ŶĐůƵĚĞĚ^ŽůƵƟŽŶƐ͘^ƵĐŚ terms may include, but are not lŝŵŝƚĞĚƚŽ͕ĐŽƐƚƐ͕ƌŝƐŬŽĨůŽƐƐ͕ƉƌŽƉĞƌƉĂĐŬĂŐŝŶŐ͕ŝŶƐƉĞĐƟŽŶƌŝŐŚƚƐĂŶĚ ƟŵĞůŝŶĞƐ͕ĂĐĐĞƉƚĂŶĐĞŽƌƌĞũĞĐƟŽŶƉƌŽĐĞĚƵƌĞƐ͕ĂŶĚƌĞŵĞĚŝĞƐĂƐŵƵƚƵĂůůLJĂŐƌĞĞĚŝŶĐůƵĚĞŶŽƟĐĞ ƌĞƋƵŝƌĞŵĞŶƚƐ͕ƌĞƉůĂĐĞŵĞŶƚ͕ƌĞƚƵƌŶŽƌĞdžĐŚĂŶŐĞƉƌŽĐĞĚƵƌĞƐ͕ĂŶĚĂƐƐŽĐŝĂƚĞĚĐŽƐƚƐ͘ "!



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ϯͿ ƉƉůŝĐĂďůĞdĂdžĞƐ͘ WĂƌƟĐŝƉĂƟŶŐ
ŶƟƚLJŝƐƌĞƐƉŽŶƐŝďůĞĨŽƌŶŽƟĨLJŝŶŐƐƵƉƉůŝĞƌŽĨŝƚƐƚĂdž-exempt status and ĨŽƌƉƌŽǀŝĚŝŶŐ^ƵƉƉůŝĞƌǁŝƚŚĂŶLJǀĂůŝĚƚĂdž-ĞdžĞŵƉƟŽŶĐĞƌƟĮĐĂƟŽŶ;ƐͿŽƌƌĞůĂƚĞĚĚŽĐƵŵĞŶƚĂƟŽŶ͘ 4) KƌĚĞƌŝŶŐWƌŽĐĞƐƐĂŶĚWĂLJŵĞŶƚ͘ ^ƵƉƉůŝĞƌ͛ƐŽƌĚĞƌŝŶŐƉƌŽĐĞƐƐĂŶĚĂĐĐĞƉƚĂďůĞĨŽƌŵƐŽĨƉĂLJŵĞŶƚĂƌĞ ŝŶĐůƵĚĞĚǁŝƚŚŝŶŝƚƐWƌŽƉŽƐĂů͘WĂƌƟĐŝƉĂƟŶŐ
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Sourcewell-Rosenbauer America Contract # 082025-RSD | Amendment #1

AMENDMENT #1
TO
MASTER AGREEMENT # 082025-RSD
THIS AMENDMENT, effective upon the date of the last signature below, is by and between Sourcewell and Rosenbauer America, LLC (Supplier).

Sourcewell awarded an Agreement (# 082025-RSD) to Supplier to provide Firefighting Apparatus and Fire Service Vehicles (Agreement).

Supplier requests to update the Agreement.

NOW, THEREFORE, the parties amend the Agreement as follows:

The Response in Line 3 of Table 1: Proposer Identity & Authorized Representatives, is deleted in its entirety and replaced with:

Rosenbauer South Dakota, LLC
Rosenbauer Minnesota, LLC
Rosenbauer Motors, LLC
Rosenbauer Aerials, LLC
Rosenbauer International
Except as amended, the Agreement remains in full force and effect.

Sourcewell Rosenbauer America, LLC
By: By:

Jeremy Schwartz Joe Lictscheidl
Chief Operating and Procurement Officer Director of Inside Sales Date: Date:
"!



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Sourcewell-Rosenbauer America Contract # 082025-RSD | Amendment #2