Roseville City Council
March 19, 2025

TABLE OF CONTENTS

TABLE OF CONTENTS
SECTION 00 31 46 PERMITS
SECTION 01 10 00 SUMMARY OF WORK
SECTION 01 57 23 STORM WATER POLLUTION CONTROL
SECTION 03 30 00 SITE CONCRETE
SECTION 05 12 00 STRUCTURAL AND MISCELLANEOUS STEEL (GENERAL) SECTION 09 91 00 PAINTING AND FINISHES (GENERAL)
SECTION 12 93 00 SITE FURNISHINGS
SECTION 26 00 00 SITE ELECTRICAL
SECTION 26 05 00 GENERAL REQUIREMENTS FOR ELECTRICAL SYSTEMS SECTION 26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES SECTION 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS SECTION 26 05 33.13 CONDUIT FOR ELECTRICAL SYSTEMS
SECTION 26 05 33.16 BOXES FOR ELECTRICAL SYSTEMS
SECTION 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS
SECTION 26 05 83 WIRING CONNECTIONS
SECTION 26 21 00 LOW-VOLTAGE ELECTRICAL SERVICE ENTRANCE SECTION 26 27 26 WIRING DEVICES
SECTION 26 56 00 EXTERIOR LIGHTING
SECTION 31 10 00 CLEARING AND GRUBBING
SECTION 31 20 00 EARTHWORK
SECTION 32 12 16 ASPHALT CONCRETE PAVING
SECTION 32 15 40 DECOMPOSED GRANITE PAVING
SECTION 32 84 00 IRRIGATION SYSTEM
SECTION 32 90 00 PLANTING
SECTION 33 00 00 UTILITIES
Consultants to add new sections and/or edit existing sections as needed to reflect specific project needs. New sections shall be formatted to match those included in these standards.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park (C-63)
March 2025
Section 00 31 46: Permits

APPENDICES
A: Irrigation Schedules # pages
B: Soils Fertility Report # pages
C: Permits (provided by the City/Project Owner) # pages D: Environmental Document (provided by the City/Project Owner) # pages E: Geotechnical Report (provided by the City/Project Owner) # pages

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 00 31 46: Permits

SECTION 00 31 46

PERMITS
PART 1 - GENERAL

1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Supplemental Conditions shall be in addition to the standards provided herein.

C. The intent of this Section is to furnish bidders with the known list of required permits for the Work under the Contract Documents. Bidders should note that the list is not necessarily complete and that additional requirements may exist or arise.

1.02 Permits
A. The Contractor shall obtain copies of the following permits from the Project Manager. Copies of these shall be obtained prior to start of work and shall be kept on the jobsite.

1. State Water Resources Control Board General Permit for Discharges of Storm Water Associated with Construction Activity:

The City has prepared and submitted the SWPPP and Notice of Intent (NOI) to the State Water Resources Control Board. Prior to starting construction, Contractor shall obtain coverage under and comply with the General Permit for Discharges of Storm Water Associated with Construction Activity (Construction General Permit Order 2009-0009-DWQ). The City will prepare and submit the NOT when permanent BMP’s have been installed.

2. City of Roseville Department of Development Services, Encroachment Permit for all Work related to this project.

3. City of Roseville Department of Development Services, Building Permit for all structural items associated with this project, including, but not limited to, lighting, backstops, restrooms, shade structures, drinking fountain (plumbing code), and miscellaneous electrical.

B. Contractor shall comply with the conditions of these permits, and will be solely responsible for all costs associated with meeting permit conditions unless specifically specified otherwise in these Contract Documents.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park (C-63)
March 2025
Section 00 31 46: Permits

C. A copy of the permit is included in the Appendix of the Project Manual. A trench/excavation permit must be on file with the City. Submit a copy of the notification letter to CAL OSHA, which outlines the project, and contracted scope of work.

PART 2 - PRODUCTS
Intentionally left blank.

PART 3 - EXECUTION
Intentionally left blank.

END OF SECTION

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 01 10 00: Summary of Work

SECTION 01 10 00

SUMMARY OF WORK
PART 1 - GENERAL

1.01 General
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Special Conditions shall be in addition to the standards provided herein.

1.02 Project Description
A. Project Name and address:

Lower Bank Park (formerly C-63)
1410 Lower Bank Dr., Roseville, CA
B. Project description/scope of work:

The scope of this project includes grading, drainage, erosion control, site concrete, site furnishings, irrigation and planting, electrical lighting, and utilities.

C. The Contractor, prior to submission of his bid, shall visit the site and become familiar with the physical site conditions, the plans and specifications. All existing site conditions, apparent in a detailed, on-site inspection, shall be a part of the project. Submission of a bid shall represent the Contractor’s acknowledgment of the existing site conditions and its effect on the implementation of the contract documents.

1.03 Engineering
A. Field Engineering, as a part of this contract, shall include:

1. Layout of the work and establishment of lines and grades.

2. Said work to be performed by a California Registered Civil Engineer or a California licensed Land Surveyor.

3. When discrepancies between the drawings and actual site conditions are discovered, notify the Inspector for instruction on how to proceed.

4. All work shall:
a) Establish indicated layout in relation to the property survey and existing reference points.
b) Establish and preserve permanent reference points during the course of construction.
c) Set locations and elevations of all site elements as required for proper completion of the work.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park (C-63)
March 2025
Section 01 10 00: Summary of Work

1.04 Permits, Fees and Notices
A. The Contractor and/or his assigned Subcontractors shall obtain any and all required permits (beyond those provided in the Appendix) from all governing authorities, including other City Departments, prior to start of construction.

1.05 Construction Plans
A. Any discrepancies or omissions found in the Contract Documents shall be reported to the City’s project manager immediately. The City’s project manager will clarify discrepancies or omissions, in writing, within a reasonable time.

B. In resolving inconsistencies among two or more sections of the Contract Documents, precedence shall be given in the following order:

1. Notice to Contractors

2. Special Provisions

3. City of Roseville Parks Construction Standards

4. City of Roseville Design and Construction Standards

5. Drawings
Addenda shall take precedence over all sections referenced therein. Figure dimensions on Drawings shall take precedence over scale dimensions.

Detailed Drawings shall take precedence over general Drawings.

1.06 Definitions
A. The term “accepted” where used within, shall mean accepted in writing by the City of Roseville’s Project Manager.

B. The term “Inspector”, where noted, shall mean the project representative, appointed by the City of Roseville, who will oversee the project on a day-today basis.

C. The term “Project Manager”, where noted, shall mean the project representative appointed by the Parks Department.

D. The term “Consultant”, where noted, shall mean the prime Consultant listed on the cover sheet of these Specifications.

E. The term “accepted equal”, where used herein, shall mean the equal in the opinion of the Project Manager, in consultation with the Consultant, when necessary, and as accepted in writing by the Project Manager.

F. The term “Project Owner”, where used herein, shall mean the landowner or developer.

G. The term “provide”, where used herein, shall mean furnish and install complete.

H. The term “as selected”, where used herein, shall mean as selected by the Consultant and as accepted by the Project Manager.

I. The term “substantially complete”, where used herein, shall mean the state of which the project can be used in the manner of which it is intended with the exception of minor items as determined by the Project Manager.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 01 10 00: Summary of Work

J. See Section 1 of the General Conditions for additional definitions and terms.

1.07 Standards
A. Numerous standards are referenced in these contract documents. The referenced standards shall be the current edition as of the date of these contract documents. Also, see Section 4 - 1.02 of the General Conditions.

B. The codes adopted by the City, County, State and federal agencies shall govern minimum requirements for this project. Where codes conflict with these Specifications, the more stringent shall apply, and such conflicts shall be brought to the attention of the Project Manager. Caltrans Standards shall be applied where specifically referenced. In the absence of specific reference requirements in the contract documents, the applicable codes shall govern.

C. In addition to the standards noted in individual sections of these Specifications, standards of the following organizations shall be noted by initials only.

1. ANSI: American National Standards Institute.

2. ASTM: American Society for Testing and Materials.

1.08 Submittals
A. All submittals shall be submitted at one time within ten (10) working days from issuance of Notice to Proceed. The review time for submittals shall be as noted in Section 2 - 1.04 of the Special Conditions. Items returned for re- submittal shall be returned to the City within two weeks
B. The Contractor shall include a cover sheet indicating the following (A sample is provided in Section 5: Forms):

1. Drawing sheet or specification section reference (by section, paragraph and sub-paragraph numbers);

2. Item description;

3. Indication whether this item is “as specified” or “proposed substitution” and

4. A space for itemized response summary, e.g. “reviewed” or “resubmit”.

C. Contractor shall provide submittals electronically in PDF file format and physical product samples as required in specifications. It shall be the Contractor’s responsibility to ensure that the summary sheet is included in the submittal package. Incomplete submittal packages (i.e., the lack of a summary sheet or lack an appropriate product sample) will not be reviewed.

D. Proposed substitution requests must include a comparison between the originally specified item and the proposed substitute. The burden of proof of compliance for proposed substitutions with project requirements rests with the Contractor. Coordination of the installation of accepted substitutions, including incidental changes/modifications to accommodate proposed products shall be at no additional cost to the Owner.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park (C-63)
March 2025
Section 01 10 00: Summary of Work

E. Where required in specified Section of these Specifications, submittals shall include proof of order of site furnishings, play equipment or other materials within two weeks (ten working days) of receipt of the returned, approved submittal. Submittals of orders shall be made at one time. Exceptions will be considered, with justification.

1.09 Tests
A. In addition to Section 4 - 1.03 of the General Conditions, testing and inspections may be performed by a private testing laboratory. The testing laboratory, provided by the City, shall be under the direction of a California registered civil engineer. All work shall conform to requirements set forth by ASTM B329, and shall be acceptable to the City.

B. Copies of the laboratory reports/results of each test or inspection shall be provided to the Project Manager, Inspector and Contractor.

1.10 Temporary Facilities
A. Sanitary provisions shall be the responsibility of the Contractor. Existing restroom facilities shall be not utilized by the Contractor, his Sub-contractors, or employees thereof, unless specifically accepted by the Project Manager.

Provide chemical toilets or water closets and urinals connected to the sewer in a location accepted by the Project Manager.

B. Barricades shall be the responsibility of the Contractor and shall be erected as necessary to protect the property, the construction and the public from hazards due to construction.

C. Signs, other than those identified in these Specifications, shall be prohibited.

Notices, required by law, shall be posted and maintained.

1.11 Utilities
A. All utility fees, including, but not limited to, connection fees, installation fees, meters, monthly service fees and cost of utilities used during the course of construction and establishment are considered a direct cost and are the responsibility of the Contractor until project acceptance by City Council.

1.12 Dust/Noise Control Requirements
A. Dust and other air pollution nuisances on or adjacent to the site shall be abated, per Section 2 - 1.07 of the General Conditions. Dirt shall not be allowed to accumulate on streets or sidewalks nor be washed into sewer.

B. Noise from construction operations shall be kept to a minimum. Allowable hours of operations shall be from 7 a.m. to 7 p.m. Monday through Friday. Work on weekends and holidays must be approved by the project manager. Work on

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 01 10 00: Summary of Work

weekends and holidays shall not begin before 8 a.m. and must be completed by 8 p.m.

1.13 Tree Replacement Schedule
A. Trees damaged or removed without prior approval shall be replaced at an inch per inch basis on-site, except otherwise accepted. New stock shall follow the table provided:

Plant Size Inch Value
3 Five Gallon Stock One Inch
1 Fifteen Gallon Stock One Inch
1 24” Box Stock Two Inches
1 36” Box Stock Three Inches

1.14 Inspection of Construction
A. In addition to the routine inspections performed by the Parks Inspector, portions of work may be inspected by the other city departments. Notify the Parks Inspector and Project Manager a minimum of 48 hours prior to date of inspection.

B. The Parks Inspector shall be the main line of communication between the site superintendent, the project manager and other City department inspectors.

Changes in scope of work or standards shall be approved by the project manager.

C. Refer to the parks inspection record. This shall be issued at the PreConstruction meeting and shall be utilized by the Contractor throughout the course of construction. A completed “hard card” shall be submitted to the Project Manager along with required turn in items (See 1.19 this Section) upon final acceptance of the project. The Notice of Completion shall not be filed until all record documents have been received and accepted.

1.15 Adverse Impacts to Site Conditions Due to Construction A. Impacts that affect the site conditions to the detriment of the park or streetscape Impacts that affect the site conditions to the detriment of the park or streetscape construction or long term viability of the site shall be mitigated by the contractor prior to acceptance of the project. Such impacts shall include, but are not limited to:

1. Soil compaction in non-structural areas;

2. Diesel or gas fuel leaks/spillage;

3. Buried concrete or other construction debris;

4. Hazardous material contamination;

5. Lime treatment in planting areas;

6. and more.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park (C-63)
March 2025
Section 01 10 00: Summary of Work

1.16 Pre-final (Punch List) Review
A. Notify, in writing, to the Parks Construction Inspector, that the work is substantially complete. Substantially complete is defined as “the state of work where it may be used in a suitable and intended manner with exception of minor corrections”. Partial acceptances will not be granted. Items to be reviewed as a part of substantial completion include:

1. All construction items

2. Installation of all site furnishings, including lights and signs

3. Seeding or sodding of all turf areas

4. All planting, including weeding of planted areas

5. The irrigation system is fully functioning as designed and as confirmed by the landscape irrigation audit.

B. Within five workings days of receipt of notification, the Parks Construction Inspector will confirm substantial completion. The Parks Construction Inspector will schedule the punch list walk (pre-final review) within five working days after the project has been determined as substantially complete. A formal punch list will be developed at the punch list walk. The Parks Construction Inspector will provide a copy of the formal punch list to the Contractor within five working days of punch list walk. Performance of the punch list walk does not automatically trigger the start of establishment.

1. If at any point during this review that it becomes apparent that the Contractor has not properly prepared for the site review, the inspection shall immediately be terminated and re-scheduled at such a time as the site has been readied for a review. Any costs for the re-scheduling of the review shall be the responsibility of the Contractor. Lack of site preparation could delay start of the establishment period.

C. Concurrent to the pre-final review, the City will make a formal request for all required turn-in items to be submitted to the City. All turn-in items shall be submitted to the City (single point of contact), at one time and only by appointment. Do not drop off the turn-in items at the front counter and without an appointment.

D. Once all turn-in items have been confirmed to be complete and accurate, the establishment period may be considered to begin. The City shall have sole discretion in determining the appropriateness of the commencement of the establishment period and shall notify the developer/contractor in writing of the start and end dates. Portions of the project will not be accepted for establishment prior to the substantial completion of the entire project.

1.17 Establishment Period
A. The duration of the establishment period shall be:

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 01 10 00: Summary of Work

1. For seeded turf in parks: Ninety (90) calendar days, minimum, and until the Notice of Completion (NOC) for City-built parks has been approved by the City Council, or the deed transferring property ownership, has been recorded at the County for Developer-built parks.

2. For sodded turf in parks: Forty-five (45) calendar days commencing between March 1st and October 31st and sixty (60) calendar days commencing between November 1st and February 28th, and until the Notice of Completion (NOC) for City-built parks has been approved by the City Council, or the deed transferring property ownership, has been recorded at the County for Developer-built parks.

3. For streetscapes: Thirty (30) calendar days, minimum, and until final acceptance of all related street improvements subject to approval of a Notice of Completion by the City Council.

B. Active maintenance is required throughout the entire establishment period.

Active maintenance is defined as:

1. All areas within the project site shall be protected against damage including vandalism, erosion, trespass, rodents and other acts. Immediately repair all damaged areas.

2. All walkways and paved areas shall be kept clean and all debris within planting and turf areas shall be immediately removed.

3. Automatic irrigation controller shall be fully utilized and irrigation system monitored and adjusted as described in Section 32 84 00 4.03.

4. All plant and turf maintenance as described in Section 32 90 00 3.11 C. Prior to the start of the final thirty (30) days of establishment:

1. All punch list items shall be completed.

2. All certifications and testing shall be completed.

3. All plantings and turf shall be thriving and in a healthy condition.

4. The lack of active maintenance prior to the final thirty (30) days may constitute a delay in the start of the final thirty (30) days of the establishment period.

1.18 Final Review
A. One (1) week prior to the end of the establishment period, a final on-site review shall be conducted to review project readiness for final turn-over. All punch list items must be satisfactorily addressed prior to the final review.

B. The project shall be prepared and cleaned per Section 2 - 1.12 of the General Conditions; the turf shall be mowed; and the irrigation heads shall be adjusted appropriately one day prior to the scheduled final review.

C. Acceptance of the project shall be considered “field accepted” and a recommendation will be forwarded to the City Council for “final acceptance” per Section 7 - 1.01 of the General Conditions.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park (C-63)
March 2025
Section 01 10 00: Summary of Work

D. An unaccepted project shall extend the establishment period until such time as the unaccepted portions of the project have been reviewed and field accepted by the Inspector and Project Manager.

E. Turn over for City maintenance shall occur only after:

1. The specified duration of the establishment period has been successfully completed.

2. If required, the deed transferring property ownership, has been recorded at the County.

3. A Notice of Completion (NOC) for city-built parks and for streetscapes has been approved by the City Council.

F. Contractor shall provide a written guarantee covering all improvements associated with this project. See 1.19 – Warranties and Guarantees.

1.19 Record Documents
A. Record documents or as-built plans shall be maintained on-site and updated routinely as specified in Section 2 - 1.13 of the General Conditions. Record documents shall include all items under the contracted scope of work.

B. Record documents shall be submitted:

1. one full size set of final as-built drawings (verified/initialed by the Parks Inspector during the establishment period)

2. one set of 11 x 17 reductions of the complete as-built package; and

3. two sets 11 x 17 laminated reductions of the irrigation plan illustrating with colors the individual controller stations; and

4. one USB storage device containing PDF scanned images (in color) of the verified/initialed as-built drawings.

5. For City of Roseville CIP projects, SWPPP binder.

1.20 Warranties and Guarantees
A. Warranties are required under various Sections of these Specifications. Prior to final acceptance, the Contractor shall assemble all warranties into a single, bound or stapled package. All warranties shall be clearly labeled and the number of years highlighted. Also, see Sections 7 - 1.10 and 7 - 1.11 of the General Conditions.

1. Warranties for equipment shall be submitted in the manufacturer’s standard form and shall be countersigned by the subcontractor or supplier and the Contractor.

2. All other warranties shall be provided in the following format, written on subcontractor’s or supplier’s letterhead, signed by the subcontractor or supplier and countersigned by the Contractor:

WARRANTY FOR YEARS

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 01 10 00: Summary of Work

“We hereby warrant that the product which we have installed at project name has been done in accordance with the contract documents, and that the work, as installed will fulfill the warranty requirements included in the Specifications.

We agree to repair or replace any or all of our work, together with any other adjacent work which may be displaced by so doing, that may prove to be defective in its workmanship or material within the warranty period stated above commencing from the date of final acceptance of the above named project by the City of Roseville’s City Council, without additional expense to the City, ordinary wear and tear and unusual abuse or neglect excepted.

In the event of failure to comply with the above conditions within thirty (30) days of notification by the City, we collectively or separately do hereby authorize the City to proceed with the repairs or replacement of such defects at our expense. Payment of said costs and charges will be forwarded to the City upon demand.

Signed:

Subcontractor or Supplier Date
Countersigned:

Contractor Date
B. Guarantees shall be a minimum of one (1) year for all plant material, including trees and shrubs. The guarantee shall state that plant materials (trees & shrubs) to be free of all defects or disease and all plants are in a healthy and thriving condition at the completion of the contract. Deciduous plant material shall be warranted beyond the time of contract completion until such time as growth becomes evident.

PART 2 - PRODUCTS
Intentionally left blank.

PART 3 - EXECUTION
Intentionally left blank.

END OF SECTION

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 01 57 23: Storm Water Pollution Control

SECTION 01 57 23

STORM WATER POLLUTION CONTROL
PART 1 - GENERAL

1.01 General
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Special Conditions shall be in addition to the standards provided herein.

1.02 References
A. State Water Resources Control Board Order No. 2009-0009-DWQ National Pollutant Discharge Elimination System General Permit No. CAS0000002, for Storm Water Discharges Associated with Construction and Land Disturbance Activities.

B. CASQA California Stormwater BMP Handbook – Construction, November 2009

1.03 Definitions
A. NOI: Notice of Intent
B. NOT: Notice of Termination
C. QSP: Qualified SWPPP Practitioner
D. QSD: Qualified SWPPP Developer
E. SWPPP: Storm Water Pollution Prevention Plan
F. SWRCB: State Water Resources Control Board
G. NPDES: National Pollutant Discharge Elimination System General H. WDID: Waste Discharger Identification number
I. BMP: Best Management Practices
PART 2 - PRODUCTS
Intentionally left blank.

PART 3 - EXECUTION

3.01 SWPPP
A. Comply with State Water Resources Control Board Order No. 2009-0009- DWQ National Pollutant Discharge Elimination System General Permit No.

CAS0000002, for Storm Water Discharges Associated with Construction and Land Disturbance Activities.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park (C-63)
March 2025
Section 01 57 23: Storm Water Pollution Control

B. A SWPPP has been developed for this project. The SWPPP is a dynamic document and will change as conditions (weather or construction phases) warrant.

C. Implementation of the SWPPP is the responsibility of the Contractor and a part of this project. Costs associated with implementation and maintenance of the BMPs per the SWPPP shall be included in the lump sum base bid.

D. Major changes to the SWPPP shall be reviewed by the City’s QSD prior to implementation. Cost associated with the major changes will be paid for using the unit cost listed in the Additions or Deletions Sheet of the Proposal E. The City’s QSP will perform weekly inspections of the jobsite. Implementation of and minor changes to the SWPPP as directed by the City’s QSP shall be incidental to the Work. Contractor shall start all inspection corrective actions within 72 hours of observation, and complete as soon as possible.

F. All BMPs installed will be inspected by the City’s QSD/QSP for compliance with the SWPPP and BMP Fact Sheets. BMPs that are not in compliance shall be brought into compliance by the Contractor at no cost to the City.

G. Keep one copy of the SWPPP and amendments at the project site.

H. The SWPPP shall be readily available throughout the course of construction and until the NOT has been accepted by SWRCB. The SWPPP shall be made available upon request by a representative of the Regional Water Quality Control Board, State Water Resources Control Board, United States Environmental Protection Agency, or City’ storm water staff.

I. At the end of the establishment period, the Contractor shall submit the project site copy of the SWPPP including copies of all inspections, Rain Event Action Plans (REAPs), reports, and sampling and analysis results to the City’s Project Manager.

3.02 Schedule
A. Contractor shall develop a Water Pollution Control Schedule that describes the timing of grading or other work activities that could affect water pollution. The schedule shall be updated by the Contractor to reflect changes in the Contractor’s operations that would affect the necessary implementation of water pollution control practices. The typical sequence of work shall be adjusted by the Contractor based on weather conditions and forecasted rain events. The schedule is considered an appropriate and applicable BMP.

3.03 Penalties and fines
A. Contractor is responsible for all penalties and fines assessed to or levied on the project related to the implementation of the SWPPP.

B. In an effort to maintain compliance with the General Permit, the Contractor may be asked to make changes to the BMPs. If the Contractor is unable to perform

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 01 57 23: Storm Water Pollution Control

these services in a timely manner the City reserves the right to address any areas of concern and deduct the cost from the contract.

3.04 BMP’s
A. Construction BMP’s shall be installed per the Erosion / Sediment Control Plan and project SWPPP, and in accordance with the CASQA California Stormwater BMP Handbook. Use of alternative BMP’s will be reviewed and accepted at the discretion of the City’s QSD.

3.05 Cleaning
A. Thoroughly clean all areas where work has occurred. Remove from the site excess material, debris and rubbish.

B. Take all precautions to protect completed work. Immediately repair or replace all damaged areas due to tire ruts, erosion, compaction failure, etc. Keep all erosion control measures intact.

3.06 Winter Construction Suspension
A. Contractor shall include a winter construction suspension as part of the construction schedule. The counting of working days will be suspended during the winter suspension period. It is at the City’s sole and complete discretion to determine the start and end dates of the winter construction suspension. The City will notify the Contractor 10 working days before the start of the winter construction suspension. The City will notify the Contractor 10 working days before the end of the winter construction suspension. The Contractor shall begin work within 15 calendar days after receiving the notice of the end of the winter construction suspension.

B. Contractor shall include an allowance of ($15,000) for the winter construction suspension per the bid documents. Costs associated with preparing the site for the winter construction suspension and costs associated with corrective actions required during the winter construction suspension will be paid for using the allowance on a Time & Materials Basis according to the allowable mark-ups in the project’s General Conditions, or per an approved lump sum or unit price quote. Costs to implement and maintain the BMPs per the Erosion and Sediment Control Plan are excluded from the winter suspension allowance and shall be included in the lump sum base bid.

C. Prior to the winter construction suspension, stabilize all exposed soils at the direction of the City’s QSD/QSP. In addition, all adjacent drainage inlets shall be protected and perimeter control shall be installed and in good repair.

D. Traffic on the construction site shall be kept to minimum. All traffic entering or exiting the site must use the stabilized construction entrance.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park (C-63)
March 2025
Section 01 57 23: Storm Water Pollution Control

E. Where there are areas of concentrated runoff flows, Contractor shall protect the soil from erosion.

F. Per the Construction General Permit Requirements, inspections by the City’s QSD/QSP will continue into and through the winter suspension period.

Inspections will occur before, during, and after each qualifying storm event (0.5” or more precipitation) and at least once per week. Contractor shall start all inspection corrective actions within 72 hours of observation, and complete as soon as possible.

G. Should rain be forecast at 50% or better by NOAA, the City’s QSD/QSP will prepare a Rain Event Action Plan (REAP) and email such document to the Contractor. Contractor shall complete all corrective actions within the REAP prior to the start of precipitation.

H. The City’s QSD/QSP will be sampling all discharge to ensure compliance with runoff standards for pH and turbidity. If the water sampling indicates compliance issues, Contractor shall make repairs or adjustments to BMPs immediately, and respond to any such requests within 24 hours.

END OF SECTION

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 03 30 00: Site Concrete

SECTION 03 30 00

SITE CONCRETE
PART 1 - GENERAL

1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Supplemental Conditions shall be in addition to the standards provided herein.

C. The standards set forth in the City of Roseville Design and Construction Standards and the City of Roseville Parks Construction Standards, latest editions, shall be in addition to the standards provided herein.

1.02 Description
A. Furnish all labor, materials and equipment for the complete installation of all concrete work, flatwork and poured-in-place as shown in the Plans and as specified herein.

1.03 References
A. Caltrans Standard Specifications, latest edition.

B. California Building Code (CBC) and California Administrative Code (Title 24), latest editions.

1.04 Quality Assurance
A. For all flatwork, the Contractor shall pour a two-foot by two-foot (2‘ x 2‘) sample of each type of finish specified for review and acceptance by the Project Manager prior to pouring any concrete. The accepted samples shall remain onsite and intact until all concrete work has been completed. The quality of the concrete work shall be measured by the accepted samples.

B. During the course of construction, a qualified testing laboratory shall obtain samples as determined by the Inspector and conforming to federal and state codes and standards. Such costs shall be paid for by the City. Re-tests and removal of below acceptable strength concrete shall be borne by the Contractor.

The Contractor shall cooperate with the testing during the course of obtaining such samples.

C. Variances in surface grades of more than 1/8”, as measured by a straight edge ten feet (10‟) long, shall be corrected to the satisfaction of the Inspector.

Remove all areas where standing water occurs, including any surface irregularities.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park (C-63)
March 2025
Section 03 30 00: Site Concrete

1.05 Handling and Storage
A. Comply with ATSM C-94, “Specifications for Ready Mix Concrete” for the batch, mix and transport of concrete.

B. Mix and deliver only the amount that will be poured immediately.

1.06 Record Drawings
A. The Contractor shall keep an accurate record of the as-built conditions of the site concrete. These records shall be updated daily and kept at the construction site. At any time, the Inspector may examine the conditions of the “as-builts” to ensure compliance of the above.

PART 2 - PRODUCTS

2.01 Concrete
A. Concrete for play area curbs, sidewalks, and accessible ramps shall conform to the provisions of Section 90-2 “Minor Concrete” of the Caltrans Standard Specifications. Cementitious material shall be „Type II Modified” and shall contain no less than 505 pounds of cementitious material per cubic yard.

Aggregate shall be not greater than one-inch or smaller than 3/8-inch. Submit concrete analysis for review and acceptance prior to placement of concrete.

2.02 Fiberglass Reinforcement
A. Fibers for concrete shall be Fibermesh 150, as manufactured by Sika USA; or accepted equal. Fibers shall contain 100 percent virgin polypropylene multifilament fibers, e3 patented technology, containing no reprocessed olefin materials. The fibers shall conform to ASTM C1116 Type III and manufactured specifically for the secondary reinforcement of concrete.

2.03 Expansion Joint Material
A. Fiber expansion joint shall conform to ASTM-1751 and shall be a nonextruding resilient filler. Filler shall have preserve attributes and high quality bituminous materials.

B. Apply Sikaflex elastomeric sealant, or accepted equal, over all expansion joints.

2.04 Concrete Forms
A. All forms shall be new at the start of the project and shall be construction grade Douglas Fir. Minimum size lumber shall be 2 x 6.

B. Radius bends shall be formed by spring steel forms or laminated boards, as required.

C. Plywood shall be 5/8”, Class I, exterior grade as outlined in APA “Guide to Plywood Grades”. Omit mill oiling treatment.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 03 30 00: Site Concrete

2.05 Coloring Agents
A. standard gray, provide city standard concrete mix color.

PART 3 - EXECUTION

3.01 Poured-In-Place Concrete Forms
A. Concrete for hardscape or flatwork shall be placed on subgrade compacted to 95% relative compaction. Prior to placement of concrete, a soils compaction test must be performed by an accepted soils testing professional on a representative number of locations along the flatwork area. The City or project owner shall provide the initial test. The results of these tests must be available and meet acceptable levels prior to pouring. Re-tests and re-work of any area, as directed by the soils professional, shall be the responsibility of the Contractor.

B. Construct forms to conform to the shapes, dimensions and details shown on the Plans. All forms shall be true to lines, plumb, level and square.

C. Forms shall not leak, spread, shift or settle when concrete is placed.

D. All forms shall carry dead and live loads and shall not deflect more than 1/8” between supports after placement of concrete.

E. All forms shall be thoroughly soaked a minimum of twelve (12) hours prior to pouring of concrete. Forms shall be treated per manufacturer’s recommendations.

F. Reuse of forms may be allowed at the discretion of the Inspector. Reused forms shall be cleaned and free of defects that would affect the final concrete finish.

G. Concrete footings shall be formed only when excavations slump or cave in.

Over-excavate the trench or footing diameter to accommodate the forms’ installation and removal. Apply water to moisten soil. Do not allow water to create mud or ponding.

3.02 Fiberglass Reinforcement
A. Install per manufacturer’s instructions. Apply at the batch plant prior to delivery.

Thoroughly mix fiber material to avoid “clumping”.

3.03 Expansion Joints
A. Expansion joints shall be placed where vertical elements meet horizontal paving unless otherwise noted on the Plans. This shall include vertical expansion joints on play area curb walls, buildings, shade structures, walls and/or planters. The corners of the paving shall be tooled at the expansion joints. Trim exposed fibers which protrude above or beyond the finish surface of paving or the finish surface of the wall.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park (C-63)
March 2025
Section 03 30 00: Site Concrete

3.04 Control Joints for Concrete Sidewalks
A. Control joints shall be per detail PK-32 with deep, straight and finished with rounded edges. Control joints shall be placed (on-center) a distance equal to the width of the concrete walkway, unless otherwise shown on the Plans. For example a ten-foot wide walkway shall have control joint placed ten feet on center. Control joints shall not dead-end into an adjacent panel, and shall not create acute angles that are prone to break off.

3.05 Admixtures
A. Contractor to submit admixtures for city approval.

3.06 Placement of Concrete
A. Do not pour concrete in weather below 40 degrees F. or when temperatures are predicted to fall below freezing within 24 hours, except with prior authorization.

B. Concrete shall be transit mixed according to ASTM C-94. Limit the quantity of water to the required strength. Concrete shall be of a consistency that it flows slowly into the forms.

C. Mixing of concrete shall be continuous commencing from the time water is added to the mix until such time that the concrete is poured. All concrete shall be placed within an hour of the time when water is first added.

D. Concrete shall be deposited up to the finished height of the forms and up to the adjacent joint. No partial pours will be allowed. Excess material shall be dumped on-site and later removed by the Contractor.

E. Thoroughly compact the concrete manually spading and tamping concrete into all corners of the forms and by utilizing a high-speed mechanical vibrator.

Retain a standby vibrator on-site during the course of concrete work. When utilizing the vibrator, take precautions to avoid impact on the forms.

F. After obtaining uniform compaction, screen tamper all flatwork surfaces, screed and bull float to ensure that large aggregates are pushed below the surface.

When it is practical to work on the surface, wood float, steel trowel paving to a uniform surface.

G. Concrete elements shall not exceed the following tolerances:

1. Linear: 1/8”

2. Slab deviation: 1/8” in 10‟

3.07 Finishes
A. Finishes shall be as shown on the Plans and shall be consistent in quality throughout the project. Medium broom finished concrete shall have clean, deep control joints spaced appropriately. No visible cracks or discoloration will be accepted. Finishes on vertical surfaces shall be consistent throughout. Vertical

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 03 30 00: Site Concrete

expansion joints are spaced as identified on the plans and are smooth with the finish surfaces. All edges for flatwork and vertical surfaces shall be eased at a consistent radius.

B. Upon completion of float finishing, provide the final finish as follows:

1. Medium Broom Finish: shall be accomplished by pulling a stiff bristle broom across a floated surface. The direction of the broom shall be perpendicular to the path of travel, unless otherwise shown on the Plans.

3.08 Removal of Forms
A. Forms shall remain in place as follows:

1. For mass concrete work: 5 days.

2. For other flatwork and other concrete work: 3 days.

B. Remove all bolts, nails, ties, wires, etc. a minimum of one inch (1”) below the surface of the concrete. Remove imprints, irregularities or other such defects and patch as directed by the Inspector.

3.09 Curing and Protection
A. Allow adequate time for the concrete to cure. In temperatures above 75 degrees F., ensure that the concrete surface remains wet for a period of seven (7) days minimum.

B. Protect all concrete from damage during the curing period. This shall include damage from sun, rain, flowing water, frost, mechanical injury, tire tracks, footprints, oil stains, etc. Should such damage occur, Contractor shall take immediate action to repair damage to the satisfaction of the City.

3.10 Clean-Up
A. During the course of this work, the area shall be kept clear and free of debris as realistically possible. Upon completion of concrete work, completely remove from the site all used forms, hardware, spillage, rejected work and other materials.

B. Remove from site furnishing posts all concrete “slobber”. Re-touch posts as necessary for a clean finish.

END OF SECTION

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 05 12 00: Structural and Miscellaneous Steel (General)

SECTION 05 12 00

STRUCTURAL AND MISCELLANEOUS STEEL (GENERAL)
PART 1 - GENERAL

1.01 Conditions
A. The general provisions of the Contract, including General and Special Provisions apply to the work specified in this Section.

1.02 Scope of Work
A. Furnish all labor, materials, and equipment as required to fabricate and install all structural and miscellaneous steel work as indicated on Drawings and specified herein.

B. Although such work or materials are not specifically indicated, furnish and install all supplementary or miscellaneous items, appurtenances and devices incidental to or necessary for a secure and complete installation.

C. Provide shop drawings for all work.

D. Completely coordinate with work of all other trades.

1.03 References (Latest Edition)
A. AISC: Standard Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings by the American Institute of Steel Construction (AISC).

B. AISC – Code of Standard Practice – Manual of Steel Construction – Allowable Stress Design (ASD).

C. AISC – Code of Standard Practice of Steel Buildings and Bridges.

D. ASTM A36 – Structural Steel.

E. ASTM A-53: Black and Hot Dipped Zinc – Coated Welded and Seamless Steel Pipe.

F. ASTM A-120: Black and Hot Dipped Zinc – Coated Welded and Seamless Steel Pipe.

G. ASTM A307 – Carbon Steel Externally Threaded Standard Fasteners.

H. ASTM A500 – Cold Formed Welded and Seamless Carbon Steel Structural Tubing in Round and Shapes.

I. ASTM A501 – Hot Formed Welded and Seamless Carbon Steel Structural Tubing.

J. AWS A2.4 – Symbols of Welding, Brazing, and Nondestructive Examination.

K. AWS D1.1 – Structural Welding Code.

L. SSPC (Steel Structures Painting Council) – Painting Manual.

M. California Building Code (CBC), latest edition.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 05 12 00: Structural and Miscellaneous Steel (General)

1.04 Regulatory Requirements
A. Safety Requirements: Work shall comply with all Federal, State and municipal regulations regarding safety, including the requirements of the following:

1. William-Steiger Occupational Safety & Health Act of 1970

2. State of California, California Administrative Code, Title 8 Industrial Relations, Chapter 4, Subchapter 4, “Construction Safety Orders” and other State and local agencies having jurisdiction.

B. California Building Code (CBC), latest edition.

1.05 Submittals
A. Shop Drawings: General

1. Before any structural steel is fabricated or delivered to jobsite, submit Shop Drawings in accordance with the General Conditions of these specifications.

2. Shop Drawings shall clearly show all pieces with all pertinent dimensions, data, layout, sizes and weights, connections, and all controlled dimensions and elevations. Drawings shall clearly distinguish between shop and field bolts and welds. Errors in dimensions shown on shop drawings shall be responsibility of Contractor.

3. Show details, including cuts, copes, connections, holes, threaded fasteners, and welds in accordance with AWS.

4. Indicate which structural units, members or brackets require field cuts or welds due to construction techniques.

5. Indicated metal fabricator’s method for radius form bents of pipe or tubing.

6. All shop and field welds shall be indicated by AWS Welding Symbols. a) Indicate size, length and type of each weld.
b) Special Inspection required by CBC and Building Department.

B. Welding:

1. Certification of Welder’s Qualifications.

2. Welding Procedure: Submit descriptive data to illustrate welding procedures to be performed.

1.06 Quality Assurance
A. Fabricated structural steel members in accordance with AISC Code of Standard Practice.

B. Perform Work in accordance with AISC Section 10.

C. Perform Work in accordance California Building Code (CBC), latest edition.

D. All welding procedures, welders, welding operation, and tackers shall be qualified in accordance with AWS Standard Code D1.1.

E. Maintain one copy of each document on site.

F. Fabricator: Company specializing in performing the work of this section.

G. Erector: Company specializing in performing the work of this section.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 05 12 00: Structural and Miscellaneous Steel (General)

H. All construction shall conform to applicable building codes, project specifications and applicable regulations. Where the provisions of applicable codes, material manufacturer’s requirements, and project specifications conflict, the more stringent provision shall govern.

I. Certification: Furnish, before fabrication, a mill certified report (in duplicate) of the tests for ach heat of steel or iron from which the material is to be fabricated, containing the results of chemical and physical tests required by the ASTM specifications for the materials.

J. Qualify welding processes and welding operators in accordance with AWS “Standard Qualifications Procedure”. Provide certification that welders to be employed in work have satisfactorily passed AWS qualification test within the previous twelve (12) months. If recertification of welders is required, retesting will be Contractor’s responsibility.

K. Work shall comply with the Drawings, Specifications and accepted Shop Drawings in every aspect. All errors of fabrication and connections, defective materials, fasteners, and workmanship shall be replaced at the expense of the Contractor.

1.07 Delivery, Storage and Handling
A. Deliver anchor bolts and anchorage devices which are to be embedded in castin-place concrete or masonry in ample time so as not to delay that Work.

B. Store materials to permit easy access for inspection and identifications. Keep steel members off the ground using pallets, platforms, or other supports.

Protect steel members and packaged materials from corrosion and deterioration. Remove any damaged items from the site and replace at no cost to the Owner.

C. Use all means necessary to protect structural steel before, during and after installation.

1.08 Coordination
A. Coordinate and furnish all required anchorages, templates, and patterns, setting drawings, and installation directions for all built-in items. Supervise the proper location and the installation of all built-in items. Deliver all items required to be embedded in concrete, masonry or built into other material to their respective Contractor. Provide holes and connections for Work of others Contractors.

1.09 Field Measurements
A. Take field measurements prior to preparation of Shop Drawings and metal fabrication. Proper fit and attachments of all items is required; allow for trimming and fitting when taking field measurements before metal fabrication.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 05 12 00: Structural and Miscellaneous Steel (General)

1.10 Shop Assembly
A. Preassemble items in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation.

PART 2 - PRODUCTS

2.01 General
A. Use materials of size and thickness indicated or, if not indicated, as required to produce strength and durability in finished product for use intended.

B. Metal surfaces used for fabrications of miscellaneous metal items which will be exposed to view shall be smooth and free of surface blemishes including pitting, seam marks, roller marks, rolled trade names and roughness.

C. All other materials not specifically described, but required for a complete and proper installation, shall be new, free from rust, best quality of their respective kind, and subject to the approval of the Project Inspector.

2.02 Steel Plates, Shapes and Bars
A. All miscellaneous steel shall be standard cold-rolled sections, new, free from rust, and conforming to ASTM A-36.

2.03 Steel Pipe
A. All steel pipe shall be black steel pipe, except where indicated to be galvanized, complying with provisions of:

1. ASTM A-120, Schedule 40 for pipe less than four (4) inch diameter.

2. ASTM A-53 ERW for pipe greater than four (4) inch diameter.

2.04 Steel Tubing
A. All steel tubing shall be cold-formed steel tubing conforming to ASTM A-500, Grade B.

2.05 Fasteners
A. General: Provide electro-zinc plated fasteners for exterior use or where built into exterior walls or slabs. Select fasteners for the type, grade and class specified.

B. Bolts and Nuts: Regular hexagon-head carbon steel type conforming to ASTM A-307, Grade A with electro-zinc plating.

C. Flat Washers: U.S.S. standard round carbon steel type conforming to FS FFW-92 with electro-zinc plating.

D. Lock Washers: Helical spring carbon steel type conforming to FS FF-W-84 with electro-zinc plating.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 05 12 00: Structural and Miscellaneous Steel (General)

E. Anchor Bolts: Nonheaded “J” bolt type, unless otherwise indicated on Drawings, conforming to ASTM A-307, Grade A with electro-zinc plating.

2.06 Shop Paint
A. Primer shall be Red Oxide Primer, conforming to Federal Specification TT-P31 for steel surfaces and Federal Specifications TT-P-64b for galvanized surfaces.

2.07 Grout
A. Pre-mixed, factory packaged, non-shrinking, non-metallic, non-staining, noncorrosive and non-gaseous group complying with CE CRD-C588. Provide grout specifically manufactured for exterior applications.

PART 3 - EXECUTION

3.01 General
A. Comply with AISC Code and Specifications and maintain Work in safe and stable conditions during erection. Provide temporary bracing and shoring as required; remove when final connections are in-place.

B. Execute all Work using skilled metal workers only. Do all welding as per AWS Specifications with certified welders.

C. When possible, fit and shop assemble all metal Work, ready for installation, with shop and field connections welded or attached with fasteners as indicated on Drawings.

D. Prior to all work of this Section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where fabrication and installation of the work of this section may properly commence.

E. Make all required measurements in the field to ensure proper and adequate fit of miscellaneous metal items.

F. It is the intent of the Drawings to indicate detail connections. Where connection detail is not shown, detail shall be patterned after a connection similar condition, or an AISC standard type.

3.02 Fabrication
A. General

1. Use materials of size and thickness indicated on Drawings or on accepted Shop Drawings to produce strength and durability in finished product for use intended. Work to dimensions are indicated on drawings or on accepted Shop Drawings, using proven details of fabrication and support.

2. All fabrication shall be in accordance with AISC Specifications for fabrication of structural steel, California Building Codes, and requirements of regulatory agencies.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 05 12 00: Structural and Miscellaneous Steel (General)

3. Do not field cut or alter structural metal units, members or brackets without accepted Shop Drawings.

4. Fabricate and pre-assemble work in shop to greatest extent possible.

5. Fabricate exposed work true to line, shape and level with accurate angles and radiuses. Ease exposed metal edges to a radius of approximately 1/32 inch.

6. Make cuts, bends, punching and drilling accurate, neat and properly located.

Grind and file smooth all parts exposed to view; leave exposed surfaces free of fabrication marks. Mark and match-mark units requiring field assembly.

7. All welds shall be continuous, unless otherwise indicated, complying with AWS Specifications. Form exposed connections with tight, flush and smooth hairline joints. Grind exposed welds smooth and flush to match and blend with adjoining surfaces.

8. Cut, reinforce, drill and tap fabricated metal work as indicated on Drawings to receive finish hardware, fasteners and similar items.

B. Bolted Connections:

1. Punch or drill holes 1/16 inch larger than bolt size and spear-ream before inserting bolts.

2. Ream unfair holes, but only up to next larger bolt size. Where unfairness exceeds maximum, weld hole in base material solid and drill hole of proper size.

3. As erection progresses, bolt up work to take care of dead load, lateral forces, and erection stresses. Provide any additional bracing necessary to resist all possible forces during erection. Contractor is entirely responsible for the stability of the structural steel work until the job is complete.

C. Assembly with Standard Threaded Fasteners:

1. Beveled Washers: Provide under bolt heads or nuts resting on surfaces exceeding 5 percent slope with respect to head or nut.

2. Draw up tight, check threads with chisel, or provide approved lock washers or self-tightening nuts.

D. Welded Connections:

1. Perform welding using shielded metal arc, submerged arc, gas metal arc, or flux cored arc methods in accordance with appropriate sections of AWS D1.1 and CBC Chapter 27.

2. In addition to specific requirements of Drawings, details of welded joints shall comply with all requirements for joints which are accepted without qualification tests under the AWS Code. If sizes of fillet welds are not shown on Drawings, use AWS minimum weld size, but not less than thinnest part thickness minus 1/16 inch.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 05 12 00: Structural and Miscellaneous Steel (General)

3. Plan welding operations to eliminate stress build-up.

4. Field Welding:
a) Perform field welding in accordance AWS D1.1.
b) Where field welding is applied to existing flexural members involving application of significant amounts of heat to member, provide temporary shoring to prevent deflections.
c) Provide Special Inspection per the CBC, latest edition.

E. Column Bases:

1. Finish in accordance with AISC. Lack of contact bearing with column shall not exceed 1/16 inch.

F. Bearing Plates:

1. Finish in accordance with AISC. Provide for attachment as shown on Drawings.

2. Cut, drill (tap where indicated or required), or punch holes perpendicular to metal surfaces. Do not flame cut holes or enlarge holes by burning. Drill holes in bearing plates.

3.03 Shop Painting
A. Shop paint all metal Work, except members or portions of members to be embedded in concrete or masonry, surfaces and edges to be field welded, stainless steel, and galvanized surfaces, unless otherwise indicated.

B. Clean all metal work to be primed and painted in accordance with Section 09 91 00 – Painting and Finishes.

C. Immediately after surface preparation brush or spray on primer in accordance with manufacturer’s instruction at a rate to provide uniform dry film thickness of 20 mils for each coat. Use painting methods which will result in full coverage of joints, corners, edges and exposed surfaces.

D. Apply one (1) shop coat to fabricated metal items, except apply two () coats of primer to surfaces inaccessible after assembly or installation.

E. Give any painted built-in portions one (1) field coat of primer on all abraded areas after installation.

3.04 Galvanizing
A. All metal fabrications intended for exteriors use or for use in high moisture areas are to be hot-dip galvanized, unless otherwise noted.

B. Hot dip galvanizing or zinc coatings, applied on products fabricated from rolled, pressed and forged steel shapes, plates, bars and strips shall comply with ASTM Specification A123-73.

C. Hot dip galvanizing or zinc coatings on assembled steel products shall comply with ASTM Specifications A386.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 05 12 00: Structural and Miscellaneous Steel (General)

D. The weight of coatings shall be as designated in Table 1 for the class and thickness of material to be coated. Galvanized surfaces for which a shop coat of paint is specified shall be chemically treated to provide a bond for the paint.

E. Except for bolts and nuts, all galvanizing shall be done after fabrication.

3.05 Installation
A. General:

1. Compliance: Erect and install all miscellaneous metal in strict accordance with the Drawings, the reviewed shop drawings, and the referenced standards, aligning straight, plumb, and level within a tolerance of one in 200. Accurately assemble structural steel to lines and elevations indicated, within specified AISC tolerances.

2. Splice metal work only where indicated and approved on shop Drawings.

3. Install anchorage devices and fasteners where required for securing miscellaneous metal fabrications to in-place construction; including anchorage devices and fasteners that require to be cast into concrete or masonry. Provide temporary bracing or anchors in formwork for items cast into concrete or similar construction.

4. Perform cutting, drilling, and fitting required for installation of miscellaneous metal fabrications. Set Work accurately in location, alignment and elevation.

Install items plumb, level, true and free of rack; measured from established lines and levels.

5. Fit exposed connections accurately together to form tight hairline joints.

Weld connections which are not to be left as exposed joints, but cannot be shop welded due to shipping size limitations. Grind exposed joints smooth and touch-up shop paint coat.

6. Do not weld, cut or abrade the surfaces of exterior units which have been hot-dip galvanized after fabrication, and are intended for bolted or screwed field connections.

7. All field welds shall conform to AWS Specifications. Grind all exposed welds smooth and flush to match and blend with adjoining surfaces.

8. Clean and touch-up all field welds and scratches with shop paint as specified.

3.06 Finishes
A. Finish all fabricated metal Work as per Section 09 91 00: Painting and Finishes

END OF SECTION

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 09 91 00: Painting and Finishes (General)

SECTION 09 91 00

PAINTING AND FINISHES (GENERAL)
PART 1 - GENERAL

1.01 Conditions
A. The general provisions of the Contract, including General Conditions and Special Provisions apply to the work specified in this Section.

1.02 Description
A. Work includes, but is not limited to the following:

1. Provide all materials, tools, equipment, appliances, labor and supervision required to paint and finish all surfaces and/or components as specified herein and as indicated on the Drawings, including all miscellaneous items and labor required to complete the Work of this Section.

2. Surface preparation, priming and painting of all metal surfaces as indicated on Drawings or as follows:
a) Miscellaneous surfaces.

3. All surfaces that are left unfinished by the requirements of other sections shall be painted or finished as part of this contract.

B. Related Work described elsewhere.

1. Section 05 12 00: Structural and Miscellaneous Steel C. Definition: The term “paint”, as used herein, shall mean all coating systems materials, including primers, emulsions, enamels, stains, sealers and fillers, and other applied materials whether used as prime intermediate or finish coats.

1.03 Work Not Included
A. Pre-Finished Items: Unless otherwise specified or indicated on the Drawings, do not include the painting of items that are specified to receive manufacturer’s factory finish, i.e. such items as site furnishings, irrigation equipment, electrical equipment, etc. See applicable Sections.

B. Finished Metal Surfaces: Unless otherwise specified, all metal surfaces or anodized aluminum, stainless steel, chromium plate, copper, bronze or similar finished materials do not require painting.

1.04 Submittals
A. Provide in accordance with the General Conditions prior to ordering material, a complete, detailed list of materials proposed for use on work. Include affidavit from manufacturer stating that proposed materials are the best of their

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 09 91 00: Painting and Finishes (General)

respective kinds and suitable for intended purpose. Submit in ample time to avoid delays in work if the list, or portions thereof, are rejected.

B. Painter shall prepare and submit color samples to match color chips in 12- inch square size and must receive approval from Project Inspector before applying final paint coats to finish surfaces. Approved samples shall be retained at the Project Inspector’s office for record.

1.05 Paint Coordination
A. Provide prime coats which are compatible with finish paints used. Review other Sections of these specifications in which prime paints are to be provided to ensure compatibility of total painting system for various surfaces. Upon request from other trades, furnish information and specifications for finish materials proposed for use, to ensure compatible prime coats are used. Provide barrier coats over incompatible primers or remove and reprime as required. Notify Project Inspector in writing of any anticipated problems using specified painting systems with surfaces primed by others.

1.06 Job Conditions
A. Applicator shall examine areas, surfaces and conditions under which painting Work is to be applied and notify the Project Inspector in writing of conditions detrimental to proper and timely completion of Work. Do not proceed with Work until unsatisfactory conditions have been corrected in a manner acceptable to Project Inspector and Applicator, or Applicator shall assume responsibility for and rectify any unsatisfactory finish resulting.

B. Starting of painting Work shall be construed as Applicator’s acceptance of surfaces and conditions.

1.07 Weather Conditions
A. Apply water base paints only when temperature of surfaces to be painted and surrounding air temperature are between fifty (50) degrees F (10 degrees C) and ninety (90) degrees F (32 degrees C), unless otherwise permitted by paint manufacturer’s printed specifications.

B. Apply solvent-thinned paints only when temperature of surfaces to be painted and surrounding air temperatures are between forty-five (45) degrees F (7 degrees C) and ninety-five (95) degrees F (35 degrees C), unless otherwise permitted by paint manufacturer’s printed specifications.

C. Do not apply paint in rain, fog or mist; or when relative humidity exceeds eightyfive (85) percent; or to damp or wet surfaces.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 09 91 00: Painting and Finishes (General)

1.08 Delivery and Storage
A. Deliver materials to job site in original, new and unopened packages or containers bearing manufacturer’s name and label, and the following information:

1. Manufacturer’s Name

2. Manufacturer’s stock number and date of manufacture

3. Special color mix: name and number

4. Contents by volume for major pigment and vehicle constituents

5. Thinning instructions

6. Application instructions
B. Store materials and equipment as approved by applicable codes and enforce good housekeeping practices. Any soiled or used rags waste, etc., shall be removed from the site every night and every precaution shall be taken to avoid the danger of fire. No paint materials shall be washed or emptied on the site or into any sewer drains, storm drains or street gutters.

1.09 Protections
A. Protection Work of other trades, whether to be painted or not, against damage by painting and finishing Work. Provide suitable covering or other methods of protection during progress of this Work. Correct any damage by cleaning, repairing or replacing, and repainting, as acceptable to the Project Inspector.

B. Provide “Wet Paint” signs as required to protect newly painted surfaces.

Remove all protective materials upon completion of the Work and touch-up and restore all damaged or defaced surfaces, including the removal of paint spots from other surfaces.

1.10 Guarantee
A. Adhesion: All materials applied shall be guaranteed for a period of two (2) years against failure due to surface conditions, materials, or application. There shall be no evidence of fingerprints blisters, running, peeling, scaling, chalking, streaks or stains.

PART 2 - PRODUCTS

2.01 Color Schedule
A. Project Inspector shall furnish to the Contractor a color schedule of paints to be used based on one of the approved manufacturer’s color charts or requirements for specially mixed colors. Use of one of the other approved manufacturer’s requires the Contractor to match the color schedule provided by the Project Inspector.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 09 91 00: Painting and Finishes (General)

B. Manufacturers names used to designate colors of color schedule is not intended to imply that products names are required to the exclusion of equivalent products of other manufacturers.

C. All colors and manufacturers shall be approved and authorized by the Project Inspector before commencing work.

2.02 Materials Quality
A. Provide best quality grade of various types of paints as regularly manufactured by acceptable paint materials manufacturer. Materials not displaying manufacturer’s identification as a standard, best-grade product will not be acceptable. Acceptable paint manufacturers include:

1. Kelley-Moore

2. Benjamin Moore Company

3. The Glidden Company

4. Pratt and Lambert, Inc.

5. Dunn and Edwards

6. Sherwin-Williams

7. W.P. Fuller Company

8. Tiger Drylac
B. Provide primer and undercoat paint produced by the same manufacturer as finish paint. Use only thinners approved by paint manufacturer, and use only within recommended limits.

C. Epoxy paints and wood stains for use in standard comfort stations shall be as specified on plans.

2.03 Metal Primer
A. Primer for metal surfaces shall be Red Oxide Primer, conforming to Federal Specification TT-P-31 for metal surfaces and Federal Specification TT-P-64b for galvanized surfaces.

PART 3 - EXECUTION

3.01 Surface Preparation
A. General: Perform preparation and cleaning procedures in accordance with paint manufacturer’s instructions, and as herein specified, for each particular surface condition.

B. Paint no items fitted with finish hardware or other similar items until hardware has been removed or provided with surface-applied protection prior to surface preparation and painting operations. Install hardware or remove surfaceapplied protection after paint has dried.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 09 91 00: Painting and Finishes (General)

C. Metal Surfaces: Clean all metal surfaces, which are not galvanized or shoppainted, of scale, dirt, rust and other deleterious materials before priming.

Clean metal in accordance with Steel Structures Painting Council (SSPC) Specifications.

1. SP-2: Hand Tool Cleaning

2. SP-3: Power Tool Cleaning

3. SP-7: Brush-off Blasting Cleaning
Remove oil, grease, and similar contaminants in accordance with:

1. SP-1: Solvent Cleaning
D. Galvanized Surface: Clean all galvanized surfaces of oil and other surface contaminants with a crystalline zinc phosphate pretreatment (phosphoric acid etch). Remove pretreatment solution by thoroughly washing with clean water and wipe dry.

3.02 Materials Preparation
A. Mix and prepare painting materials in accordance with manufacturer’s specifications.

B. Stir materials before application to produce a mixture of uniform density, and stir as required during application. Do not stir surface film into materials.

Remove film and if necessary, strain materials before using.

3.03 Application of Primer Coat
A. Apply primer coast to all surfaces which are required to be painted or finished, and which have not been prime coated or shop-painted by others. For metal surfaces, tough up shop-painted coats as required.

B. Immediately after surface preparation brush or spray on primer in accordance with manufacturer’s instructions at a rate to provide uniform dry film thickness of two (2.0) mils for each coat. Use painting methods which shall result in full coverage of joints, corners, edges and exposed surfaces.

C. All primer coats shall be free from runs, sags, and other defects. All coats shall be thoroughly dry before applying succeeding coats.

D. Apply one (1) coat of metal primer for metal surfaces, as specified and/or as recommended by manufacturer’s instructions.

3.04 Application of Paint
A. Apply paint in accordance with manufacturer’s instructions. Use applicators and techniques best suited for each surface and type of materials being painted.

B. All painting Work shall be done by skilled workman in a professional manner.

All coats shall be evenly spread and shall be free from run, sags and other defects. All coats shall be thoroughly dry before applying succeeding coats.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 09 91 00: Painting and Finishes (General)

C. All individual coats of paint shall be inspected and approved by the Project Inspector before application of the succeeding specified coat; otherwise no credit for the coat applied shall be given, and the Applicator shall automatically assume responsibility to recoat the Work. The applicator shall provide the Project Inspector a report of each coat applied when completed for inspection and approval to comply with the above.

D. Where coverage is incomplete, not uniform, or not to the required dry film thickness, provide an additional coat at no extra cost to the Developer.

E. Apply finish coats of paint to all exposed surfaces as follows:

1. For primed metal surfaces, apply two (2) coats of 100% acrylic latex base paint, per manufacturer’s recommendations. Apply first coat of paint within 72 hours of primer application. If first coat of finish paint cannot be applied within the specified application time, the contractor shall re-clean and reprimer all exposed metal surfaces prior to start of metal paining operations.

F. Give special attention to ensure that surfaces, including edges, corners, crevices, welds, and exposed fasteners, receive a dry film thickness equivalent to that of flat surfaces.

G. Apply first-coat material to surfaces that have been cleaned, pretreated or otherwise prepared for painting as soon as practical after preparation and before subsequent surface deterioration’s.

H. Allow sufficient time between successive coatings to permit proper drying. Do not recoat until pain has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure and application of another coat of paint does not cause lifting or loss of adhesion of the undercoat.

I. Apply all coating without reduction, except as specifically required by label directions, or required by this Section.

J. Sand carefully between all coats on smooth surfaces for good adhesion of subsequent coats.

K. Paint all exposed surfaces and anything inaccessible after installation prior to installation, if required to be painted.

3.05 Application of Epoxy Paint
A. Use epoxy paint for floor and wall in restrooms up to ADA height.

END OF SECTION

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 12 93 00: Site Furnishing

SECTION 12 93 00

SITE FURNISHINGS
PART 1 - GENERAL

1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Supplemental Conditions shall be in addition to the standards provided herein.

1.02 Description
A. Furnish all labor, materials and equipment for the complete installation of all site furniture, including play equipment and play surfacing, as shown on the Plans and as specified herein.

1.03 References
A. All play equipment shall meet or exceed the standards set forth by the Consumer Product Safety Commission (CPSC), comply with the Americans with Disabilities Act (ADA), meet all current ASTM standards and be consistent with State and local codes.

B. The play area surfacing shall meet or exceed the fall absorption/impact rates set forth by the CPSC guidelines and ASTM standards. The surfacing shall be an accessible surface and manufactured specifically for play areas.

C. Nothing in the Plans or Specifications is to be construed to permit work not conforming to regulating codes and standards. The Contractor shall furnish without extra charge any material and labor, when required, by the compliance with these rules and regulations, even though the work was not mentioned in these particular Specifications or shown on the Plans.

D. The product manufacturer shall supply complete Specifications for the installation of all site furnishings, including play equipment and play surfacing.

1.04 Submittals
A. Submittals for specified items are required. The Contractor shall submit a materials summary sheet indicating which items will be installed as specified and which items are proposed for substitutions. The Contractor shall submit proof of order within ten (10) working days of the Notice to Proceed, indicating all specified materials have been ordered, noting “as specified” or “substitution proposed”. For the following items, also provide:

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 12 93 00: Site Furnishing

1. Play Equipment and Swings submittals shall include color samples, manufacturer’s materials and parts list, and installation instructions.

2. All items with “color as selected by City” shall include color samples.

3. Bench

4. Picnic table

5. Trash receptacle

6. Drinking fountain

7. Sail shade

8. Boulder

9. Basketball goal and striping
B. On the date of the Notice to Proceed, the Contractor shall immediately place the order to purchase all site furnishings, including the play equipment and play surfacing as specified on the Plans and as outlined herein. Proof of all orders shall be submitted to the Project Manager within ten (10) working days of the Notice to Proceed.

C. The Contractor shall submit a Certificate of Compliance from a third party certified playground inspector which verifies that the entire playground, including individual components, and surfacing meets or exceeds regulated requirements as described in Section 1.03 above.

1.05 Record Drawings
A. The Contractor shall keep an accurate record of the as-built conditions of the miscellaneous site amenities. These records shall be updated daily and kept at the construction site. At any time, the Inspector may examine the conditions of the “as-builts” to ensure compliance of the above.

PART 2 - PRODUCTS

2.01 Materials
A. Play Equipment shall be custom configuration as shown on the Plans and as specified herein. The equipment shall be as distributed by (contact name and phone number), and as manufactured by (contact name and phone number) or accepted equal. Color as selected by the City.

B. Swings shall be the custom configuration as shown on the Plans as distributed by (contact name and phone number), and as manufactured by (contact name and phone number), or accepted equal. Color as selected by the City.

C. Engineered wood fiber shall be clean, engineered wood fiber, manufactured specifically for play areas.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 12 93 00: Site Furnishing

1. Engineered wood fiber manufacturer shall provide testing certification by an independent testing agency that the results comply with CPSC guidelines and ASTM standards.

2. Engineered wood fiber shall meet the following requirements: ASTM F1951- 99 (ADA Compliance Test) and ASTM F 1292-96 (Shock Absorbency).

3. Manufacturer shall provide a Certificate of Insurance that shall provide coverage for products liability with the limit of liability not less than $1,000,000.

4. The manufacturer shall also provide written guarantee for three (3) years from the date of installation against decay and biochemical degradation calling for replacement of defective materials during the guarantee period.

5. Manufacturer certifies that the engineered wood fiber has been installed in not less than three (3) sites for periods of not less than three (3) years demonstrating the claims made with regard to these Specifications.

D. Picnic Tables shall be as shown on the Plans and as specified herein. The tables shall be as distributed by (Miracle Play Group (916) 317-0545), and as manufactured by (Wabash Valley (800) 253-8619) or accepted equal. Tables shall be in-ground mount and made of perforated steel. Color as selected by the City.

E. Benches shall be as shown on the Plans and as specified herein. The benches shall be as distributed by (Miracle Play Group (916) 317-0545), and as manufactured by (Wabash Valley (800) 253-8619) or accepted equal. Benches shall be in-ground mount and made of perforated steel. Color as selected by the City.

F. Drinking Fountain shall be MDF #10145 SM (bottle filler, dual bowl and accessible) and stainless steel surface carrier as distributed by Husbands and Associates (800) 821-9838 and as manufactured by Most Dependable Fountains or accepted equal. Color to be stainless powder coated black or as approved. Include recessed hose bib with locking cover, stainless steel control valves with O-rings, and external stainless steel surface mount carrier. Install with a sand strainer when sand amenities are included in the park design.

G. Infield Mix shall be 60/40 red lava/ screened clay mix as distributed by Cascade Rock, 916-383-1300 or accepted equal.

H. Park Identification Sign shall be fabricated by Quick Crete Products Corp., Norco, CA, (916) 447-8644, or by Outdoor Creations, Inc., Anderson, CA, (530) 365-6106, or accepted equal.

I. Playground rules sign shall be as fabricated by Gopher Sign Company, (651) 698- 5095, or accepted equal.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 12 93 00: Site Furnishing

J. Line Paint (for basketball courts): Hawker - Laykold; Koch Materials - Decocolor; Extol - Color; L&M - Nova acrylic; California Products Corp - Plexicolor Laykold; or accepted equal.

K. Trash Receptacle shall be as shown on the Plans and as specified herein. The trash receptacle shall be as distributed by (contact name and phone number), and as manufactured by (contact name and phone number) or accepted equal.

L. Sail shade shall be distributed and manufactured by USA shade (707) 257- 7296.

M. Boulder: contractor to submit photos of material, source, and measurements for City approval prior to delivery to site.

PART 3 - EXECUTION

3.01 Installation
A. Contractor to provide experienced workers or subcontractors to install all site furnishings, including the play equipment and play surfacing described in these Specifications. The workers or subcontractor must demonstrate that at least five (5) similar play structures and five (5) play surface applications similar to that specified for this project have been installed in the last three (3) years.

B. All site furnishing, including play equipment shall be installed per manufacturer’s instructions.

C. Engineered wood fiber shall be blown in place to avoid damage to adjacent improvements unless specifically approved by City.

D. Heights of tables and benches shall be as follows, unless otherwise required by ADA; California Title 24 or other code requirements:

Description Height Above Finish Grade
Table Surface Height 34” Maximum
Knee Space Height 27” Minimum Clear Space
Knee Space Depth 17” Minimum from edge of table to nearest obstruction under table top
Width of Knee Space 30” Minimum clear width beneath table Bench Surface Height 16” Minimum, 18” Maximum
E. Heights for play equipment, including ramps and transfer decks shall comply with the approved recommendations by the U.S. Architectural and Transportation Barriers Compliance Board: Play Facilities Regulatory Negotiation Committee.

F. For play equipment, locate all footings prior to installation of drain lines. Adjust drain lines to accommodate play structure footings. Provide appropriate fall zones as shown on the Plans and per applicable codes and guidelines.

G. All footings shall be Class A concrete with 3/4” maximum size aggregate, unless otherwise noted. Footings shall be in accordance with Caltrans Standard Specifications, Section 90. Install all footings below finish surface. In

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 12 93 00: Site Furnishing

paved areas, install paved surface over footing for a clean finished surface as shown on the Plans.

H. Carefully install all furnishings and equipment without disturbance to adjacent finishes. Contractor shall be responsible for the damage and subsequent repairs of damaged finished product.

I. Install age-appropriate stickers on all play structures, per manufacturer’s instruction.

J. Install playground rules sign. Installation location shall be verified in the field with the Project Manager.

3.02 Cleaning
A. Thoroughly clean all areas where work has occurred. Remove from the site excess material, debris and rubbish.

B. Take all precautions to protect completed work. Immediately repair or replace all damaged areas due to tire ruts, erosion, compaction failure, etc. Keep all erosion control measures intact.

PART 4 - WARRANTY

4.01 General
A. Contractor shall warranty all site amenities included under this Section.

B. Contractor shall also provide a written warranty covering all materials, equipment and workmanship furnished by him to be free of all defects after installation is accepted, including all defective parts that may have been found.

C. Submit written warranty on company letterhead addressed to the City when providing As-built drawings.

D. Contractor shall submit to the City, upon completion of work, a Certificate of Compliance by a third party certified playground inspector for the installation of the play structure and safety surfacing. Certification shall include testing for compliance of ASTM 1292 (Impact Attenuation of Surfacing Systems under and around Play Equipment). All tests, including re-tests, shall be the responsibility of the Contractor. Submit all test results to the City.

E. Contractor shall submit to the City, upon completion of work, a Certificate of Compliance from the manufacturer of the play structure for the installation of the play structure.

F. Contractor shall submit to the City, upon completion of work, critical fall criterion used to certify all play surfacing material.

G. Attach cut sheets of installed items to the warranty.

END OF SECTION

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 26 00 00: Site Electrical

SECTION 26 00 00

SITE ELECTRICAL
PART 1 - GENERAL

1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Special Conditions shall be in addition to the standards provided herein.

C. The standards set forth in the City of Roseville Design and Construction Standards, latest edition and requirements outlined by the City of Roseville Electric Department shall be in addition to the standards provided herein.

D. The standards set forth in the latest edition of the California Electrical Code (CEC), incorporating the latest edition of the NEC with City of Roseville amendments shall be in addition to the standards provided herein.

1.02 Description
A. Furnish all labor, materials and equipment for the complete installation of site electrical as shown in the Plans and as specified herein.

B. Submittals shall be required for requested substitutions or plan deviations ONLY. The Contractor shall install all specified electrical fixtures, poles and equipment, unless otherwise accepted and determined as an equivalent.

1.03 References
A. Conform to requirements outlined in the latest editions of the California Electrical Code (CEC), California Administrative Code (Title 24), California Building Code (CBC), California Administrative Code (Title 22) and other applicable codes.

B. Conform to requirements outlined in the latest edition of the Roseville Electric Specifications for Commercial Construction.

1.04 Record Drawings
A. Record drawings are required as a part of this work. At all times, the Contractor shall maintain accurate information of the work in progress. Deviation in layout of conduit or other materials shall be recorded to the satisfaction of the Inspector. Upon completion of the project, as-builts shall be submitted to the City on reproducible plan sheets and shall depict all changes in a neat and legible manner.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 26 00 00: Site Electrical

PART 2 - PRODUCTS

2.01 Service Panels
A. Service panels shall meet the Roseville Electric approved sections of the EUSERC requirements. The list of acceptable panels can be found at https://the.euserc.org/s/Roseville-City-of-Acceptability-Pages.pdf B. Service panel shall be:

1. Built to UL508A standards

2. Metered

3. Single phase or three phase application

4. Rated for 120 to 480 volts

5. Color: Hunter Green

2.02 Electronic Astronomic Time Switch
A. Electronic Astronomic Time Switch shall be model ET-2815C, as manufactured by Intermatic, or accepted equal.

2.03 Conduit and Fittings
A. For primaries (12,000 volts), conform to Roseville Electric’s Specifications for Commercial Construction, latest edition.

B. All other conduit and fittings shall conform to the California Electric Code, latest edition.

2.04 Wires and Cables
A. Conform to the California Electric Code, latest edition.

B. All wires shall be copper only, 90-degree-C THHN/THWN insulation.

2.05 Wire Connections and Devices
A. Conform to the California Electric Code, latest edition.

B. Splices and joints for #10 AWG or smaller wiring shall be twisted together electrically and mechanically strong and insulated with approved type insulated electrical spring connectors, Scotchlok or Ideal. Joints and connections for #8 AWG or larger shall be made with Burndy, T & B, or approved equal, solderless tool applied pressure lugs and connectors. Uninsulated lugs and wire ends shall be insulated with layers of plastic tape equal to insulation of wire and with all irregular surfaces properly padded with "Scotchfil" putty prior to application of tape. Tape shall be equal to Scotch #33, General Electric #AW-1, or approved equal. Feeder splicing is not permitted.

C. Receptacles: 15 & 20 Amp 125 Volt receptacles shall be "Specification" grade, duplex, UL Listed, rated Weatherproof where installed outdoors or in damp or wet locations. Where only one receptacle is connected to a 20 ampere circuit, a 20 ampere receptacle shall be used. Receptacles to be Hubbell 5262 series,

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 26 00 00: Site Electrical

5362 series, or equal. Provide an equipment grounding jumper (pigtail) connecting the grounding terminal of the receptacle to the grounded box.

2.06 Outlet Boxes
A. Cast Metal boxes shall be cadmium plated, cast iron alloy by Crouse-Hinds Form 8 condulets, Appleton Form 35 Unilets or accepted equal.

B. Cast Metal Outlet boxes shall be four inch (4”) round, galvanized cast iron alloy with threaded hubs and mounting lugs as required. Boxes shall be furnished with cast cover plates of the same material as the box and neoprene gaskets by Crouse-Hinds VXF series, Appleton JBX series or accepted equal.

2.07 Pull and Junction Boxes
A. Per City of Roseville Electric Department’s Specifications for Commercial Construction, latest edition.

2.08 Parts Identification
A. Consistent with the City of Roseville Electric Department’s Specifications for Commercial Construction, latest edition.

2.09 Electrical Support Equipment
A. Concrete Fasteners shall be Philips “Red-Head” or accepted equal. Powder driven concrete pin fasteners, low velocity type shall be Remington, Ramset or accepted equal.

B. Conduit Straps shall be hot dipped galvanized, cast malleable iron, one hole type strap with cast clamp-backs and spacers (as required) by O-Z/Gedney No. 15-50G strap and #14G spacer, Efcor No. 231 strap and No.131 spacer or accepted equal.

C. Concrete Inserts shall be pressed galvanized steel, spot insert with oval slot capable of accepting support nuts of ¼ inch to ½ inch diameter thread by Unistrut No. M2506 series, Globestrut CSI series or accepted equal.

D. Construction Channel shall be 1-1/2 inch by 1-1/2 inch 12 gauge galvanized steel channel with 17/32 inch diameter bolt holes, 1-1/2 inch on center, in the base of the channel by Kindorf 905 series, Unistrut P-1000-HS or accepted equal.

E. Cable Ties and Clamps shall be one piece, nylon, reusable type lashing tiesby Thomas and Betts Co “Ty-Raps”, Panduit “Pan-Ty” or accepted equal.

F. General Fasteners shall be wood screws for fastening to work; machine screws for fastening to steel; toggle bolts for fastening to gypsum board or plaster walls; expansion anchors for attachments to pre-poured concrete.

G. GFI Outlet Cover shall be metal, lockable, and flush with the surface it is installed in. Cover must conform to the California Electric Code, latest edition.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 26 00 00: Site Electrical

2.10 Fixtures and Poles
A. Pathway/Security lights shall be:

1. LED: Hadco: RL54 B B N N 1 A W N N N A 2 N N N N SP1

2. Pod: die-cast aluminum housing with tool-less access

3. Globe: clear prismatic injection molded U.V. stabilized acrylic

4. Symmetric photometric distribution

5. Rated 120 volts
B. Poles shall be:

1. Whatley: TR34 16 DE BLK TXT 30-30 or accepted equal

2. Fiberglass, direct burial

3. Textured round, tapered

4. 16’ mounting height

5. Include –RC receptacle on select poles only, as shown on plans

2.11 Tracer Wire
A. Insulated solid copper wire, minimum #12 gauge.

PART 3 - EXECUTION

3.01 Installation
A. Install (luminaire and poles) in accordance to manufacturer’s instructions.

B. Ensure proper handling and installation of fixtures including hardware necessary for a complete installation. Fixtures (luminaire and poles) shall be clean, plumb and level.

C. All lamps shall be new and in operating condition. New lamps shall have less than 100 hours of operation on-site.

D. All splices in exterior fixtures or fixture outlet boxes shall be made watertight, using specified epoxy resin splicing kits.

E. Operate the entire system, once complete, in the presence of the Inspector.

Immediately correct any improper connections or other items.

F. Install concrete collars around light poles. Concrete collars shall be per the Parks Construction Standards, latest edition.

G. Install tracer wire on top of conduit for all up-lighting and sports field lighting.

3.02 Clean Up
A. At all times, maintain a safe and clean work site, free of debris and rubbish.

B. All electrical parts shall be clean of conductive and deleterious materials.

C. All enclosures shall be free of dirt and debris.

D. Clean all finishes and touch up damaged areas prior to pre-final inspection.

3.03 Excavation & Backfill

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 26 00 00: Site Electrical

A. Refer to Section 33 00 00 Utilities.

3.04 Equipment Pads
A. Concrete reinforced pads for mounting of equipment (i.e. switchboard, transformers, freestanding panels, etc.) shall be minimum 3000psi, 6" thick with #4 rebar at 12" on center each way. Rebar shall be centered in pad. Pad shall extend 2" beyond equipment and 1.5" above surrounding area. Backfill and compact to 95% maximum dry density at optimum moisture content in layers not to exceed 6" when compacted.

3.05 Grounding
A. Grounding and ground bonding of the electrical installation shall be in accordance with CEC Article 250, and any applicable codes. Ground fittings shall be approved manufactured type, installed and connected to conform with Code requirements.

B. Neutral conductors and noncurrent-carrying parts of equipment at each installation shall be grounded in accordance with applicable code. Ground conductor shall be copper having a current capacity sized in accordance with CEC.

C. All equipment cases, motor frames, etc., shall be completely grounded to satisfy requirements of CEC. Install bond wire in flexible conduit. Install copper bond wire, sized in accordance with CEC, in all nonmetallic raceways and bond to all metallic parts using approved fittings.

D. Service ground conductor shall be connected to a "Ufer" encased ground and bonded to the metallic cold water pipe system and to the metallic natural gas line. 5/8” x 10 ft copper clad ground rods may be used in lieu of the Ufer ground where no footing is available.

E. All connections shall be made with solderless connectors or molded fusionwelding process.

F. Equipment grounding conductors shall be insulated with a continuous green outer finish along its entire length. Conductors size #4 AWG and larger may be identified (with green electrical tape applied half-lapped) at each end and at every point where the conductor is accessible. Tape shall be applied from its point of entry to point of exit or termination.

G. Insulated grounded (neutral) conductors shall be identified with a continuous white outer finish along its entire length. Neutral conductors #4 AWG or larger can be identified by a distinctive white marking (applied half-lapped with white electrical tape) for the last 12 inches at each end.

3.06 Field Testing

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 26 00 00: Site Electrical

A. Perform Insulation Resistance (IR) "Megger" Testing per NETA Standards.

Submit test results. Provide testing for:

1. All feeders 100 Amps and higher.

2. Branch circuits 100 Amps and higher.

B. Each ground rod shall be tested. A ground rod which does not have a resistance to ground of 25 ohms or less shall be augmented by one additional ground rod at no less than 8 feet from each other.

END OF SECTION

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 31 10 00: Clearing and Grubbing

SECTION 31 10 00

CLEARING AND GRUBBING
PART 1 - GENERAL

1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Supplemental Conditions shall be in addition to the standards provided herein.

1.02 Description
A. Preserve and protect existing site amenities to remain, including, but not limited to, trees, shrubs, underground utilities and other improvements as shown on the Plans. Protection of work shall include affected improvements on adjoining properties.

B. Scope of work includes: site preparation, removal of debris, staging of equipment and materials and securing the site for construction.

1.03 Related Work
A. Section 31 20 00: Earthwork
B. Section 01 57 23: Storm Water Pollution Control

1.04 Protection/Replacement
A. Prior to demolition, erect protective fencing a minimum of one foot (1’) beyond the canopy of all trees to remain. The radius of the canopy shall be measured from the longest branch furthest from the trunk. Refer to the environmental document for additional requirements for protective fencing on other existing natural features. For work within or near protected trees, a tree permit may be required.

B. If public use is to be maintained on unaffected portions of the project site, the Contractor shall be responsible for directing pedestrian and vehicular traffic safely around the construction zone. Utilization of temporary fencing, barricades, signage, etc. shall be the responsibility of the Contractor. Safe detours shall be available to the general public at all times during the course of construction.

C. Protection of existing site improvements shown to remain, including, but not limited to, fencing, signs, benches, picnic tables, play structures, shade structures, drinking fountains, concrete paving, concrete wall and curbs,

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 31 10 00: Clearing and Grubbing

decomposed granite paving, asphalt concrete paving, recreational site improvements, etc. are to be protected and preserved.

D. The Contractor shall be responsible for any damage to and maintenance of all existing street improvements, drainage facilities and irrigation systems and to re-establish these improvements to their original condition as soon as possible after completion of the work in the area, to the complete satisfaction of the Project Manager and Inspector. Realignments or modifications to the existing facilities as shown on the plans are accepted.

E. Survey monuments and markers either shown on the Plans or encountered during the course of construction shall be protected and preserved. The Contractor shall notify the Inspector upon discovery of an unmarked monument, at which time, arrangements for the relocation or adjustment of the monument will be determined. All costs associated with the relocation or adjustment of these monuments shall be the Contractor’s responsibility.

F. Burning or burying removed material on-site is prohibited.

G. Where the removal of specific material creates an open hole, pit, trench or other depression, the Contractor shall immediately backfill and compact the areas consistent with requirements outlined in Section 31 20 00 of these Specifications.

H. All items identified in the Plans to remain or identified in the field to remain, removed in error by the Contractor, shall be repaired or replaced to match in equal or better construction, at no cost to the City. The quality of the repair or replacement shall be measured as that existing at contract award.

PART 2 - PRODUCTS
Intentionally left blank.

PART 3 - PIPE ABANDONMENT MATERIALS
A. Slurry cement backfill conforming to Caltrans Standard Specification 19-3.02E.

PART 4 - EXECUTION

4.01 Pre-Construction Site Review
A. Contractor shall review existing site conditions with the Inspector prior to start of construction and document any conditions which adversely affect the satisfactory execution of the work and final acceptance of the project.

B. Commencement of work constitutes acceptance of existing conditions. The Contractor shall, at his expense, be responsible for correcting all unsatisfactory and defective work.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 31 10 00: Clearing and Grubbing

4.02 Clearing
A. Completely remove trees, shrubs, stumps, vines, rubbish/debris, undergrowth, deadwood, structures, and other elements identified to be removed and/or which interfere with the construction as shown on the Plans and as specified.

B. Obtain verification from the Project Manager for non-identified items scheduled to be removed prior to actual removal.

4.03 Grubbing
A. Remove all stumps, roots, grasses and weeds in its entirety. Apply systemic weed killer. Confirm weed kill prior to removal.

B. Once surface material is removed, the Contractor shall stockpile the top twelve inches (12”) of topsoil for use during the final grading phase of work. This soil shall be free of rocks, debris, roots and other undesirable material.

4.04 Utilities
A. Contact USA Alert (800) 642-2444 prior to commencement of any demolition or excavation work. Provide a minimum of 48 hours’ notice. Verify all utilities entering into and their locations within the project site.

B. Where utilities lie within the project site, but are not a part of the project, the Contractor shall cooperate with the agency or utility company having jurisdiction to maintain its use and the integrity of the structure.

C. Where utilities enter into the project site and taps, connections to or extensions of the utility are identified in the Plans, the Contractor shall coordinate all work with the agency or utility company having jurisdiction to minimize or eliminate disruption of use by the adjacent properties.

D. Verify that all utilities, shown to be removed on the Plans, are inactive and turned off prior to disconnection and/or re-routing, prior to demolition.

4.05 Debris Removal
A. All materials removed as a part of this contract shall become the property of the Contractor and shall be legally disposed of off-site, unless otherwise noted on the Plans.

B. Where a portion of a concrete slab, curb or wall and asphalt concrete paving or curb is to be removed, the concrete shall be cut with a concrete saw at a 90 degree angle so that the edge of the remaining concrete shall form a neat, straight line. Conform to the City of Roseville Design and Construction Standards, latest edition.

END OF SECTION

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 31 20 00: Earthwork

SECTION 31 20 00

EARTHWORK
PART 1 - GENERAL

1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Supplemental Conditions shall be in addition to the standards provided herein.

C. The standards set forth in the Caltrans Standard Specifications, latest edition, shall be in addition to the standards provided herein.

D. The requirements set forth by CAL OSHA shall be in addition to the standards provided herein.

1.02 Description
A. Provide all labor, operations and materials necessary for earthwork, including, but not limited to, staking and surveying, grading; excavating; installation of facilities necessary to perform excavation and subsequent removal of such facilities upon completion of work; subgrade preparation; backfilling; and other incidental items necessary for a complete project.

B. This project is a balanced cut and fill project select one. The import of material shall be a part of the Contractor’s bid price.

C. The intent of the grading plan is to provide positive drainage and to maintain slopes on walkways as required by the Americans with Disabilities Act and California Title 24 throughout the project site. The Project Manager shall be notified immediately of any discrepancies between the Plans and actual field conditions and/or conflicts between the design and code requirements.

1.03 Related Work
A. Section 31 10 00: Clearing and Grubbing
B. Section 33 00 00: Utilities
C. Section 32 84 00: Irrigation System
D. Section 32 90 00: Planting
E. Section 26 00 00: Site Electrical
F. Section 01 57 23 Storm Water Pollution Control

1.04 Quality Assurance
A. All work shall conform to local codes and regulations, including standards set forth in the Standard Specifications of the State of California, Business and

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 31 20 00: Earthwork

Transportation Agency, Department of Transportation (Caltrans), Chapter 70 of the Uniform Building Code and ASTM.

B. Relative compaction shall be the in-place dry density of soil denoted as a percentage of the maximum dry density of the same material. This shall be as determined by ASTM 1557. The optimum moisture is measured by the water content which corresponds to the maximum dry density.

C. Upon discovery of unforeseen subsurface site conditions, the Contractor shall notify the Inspector immediately.

D. Upon discovery of hazardous materials, cease all activity and immediately contact the Fire Department.

1.05 Protection
A. Provide and install all supports, shoring, bracing, underpinning, sheet piling and other methods for the sides of excavations necessary for ensuring safe working conditions for the workmen and to protect adjacent improvements to remain.

B. Provide any and all protection measures necessary to ensure the protection of the workmen, the general public, including children and the project site. These protection requirements remain the Contractor’s sole responsibility throughout the duration of the project, including non-working hours.

C. Do not obstruct vehicular, bicycle or pedestrian thoroughfares, unless previously accepted by the City. Provide safe and adequate detours around the construction as required by City and State regulations.

D. Trenches shall be covered at all times when work directly associated with the trenches is not occurring, including non-work hours.

E. During the course of construction, the Contractor shall ensure that surface drainage does not create a nuisance onto adjacent properties.

1.06 Erosion Control Measures
A. Construction sites shall have required erosion and sediment control measures in place as required by the SWPPP. If construction is in progress, the Contractor shall ensure that the construction site is prepared prior to the onset of any storm. At a minimum, erosion control measures shall include:

1. Broadcast seed

2. Drainage area protection

3. Dust/mud control

4. Drain inlet filters

5. Silt fence and straw wattles

6. Slope protection

7. Straw bales

8. Silt controlling devices

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 31 20 00: Earthwork

PART 2 - PRODUCTS

2.01 Base Rock
A. Class 2 aggregate base per Caltrans Standard Specifications, latest edition.

2.02 Drain Rock
A. Drain rock shall be Class 2 permeable, washed, unbroken stone or gravel.

Material gradation shall conform to the following:

Sieve Size Percent Passing
1 inch 100
No. 4 20-50
No. 50 0-10
No. 200 0-5

2.03 Pea Gravel
A. Pea gravel shall be natural stone, free of clay, shale or organic matter, and shall conform to the following:

Sieve Size Percent Passing
3/8 inch 100
No. 4 47
No. 8 2
No. 16 1

2.04 Fill
A. Structural Fill shall conform to Caltrans Standard Specifications or the accepted site-specific geotechnical report generated for the project.

B. Fill for non-structural areas shall conform to the following standards:

1. Plasticity: ASTM D4318-84

2. Expansion Index: No greater than twenty (20)

3. Testing: UBC 29-9 and ASTM D422-72

4. Particle Size: No greater than one inch (1”)

2.05 Topsoil
A. The top eight to ten inches (8” – 10”) of native soil containing more than three percent (3%) organic material. Topsoil shall be free of rocks no larger than one inch (1”) in diameter, free from subsoil, roots, heavy or stiff clay, course sand, destructive seeds, noxious chemicals, brush, debris, litter and other undesirable materials.

B. For any import soil to be used in turf/planting areas, submit a soils analysis with soil amendment recommendations (for plant growth) for review and acceptance prior to placement on-site. Soils test information shall be as outlined in Section 32 90 00: Planting – 1.06.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 31 20 00: Earthwork

2.06 Soil Sterilant
A. Sterilizer shall be standard, quick-acting, short-lived and non-selective weed and grass killer, commonly used under roadway/transportation projects.

Application of the sterilant shall pose no short or long term health threats to the installer or the general public. Submit analysis for approval prior to applying.

2.07 Sand
A. Granular, fine, free of organic matter, mica, loam or clay material.

PART 3 - EXECUTION

3.01 Construction Staking
A. The layout of all work shall be performed by a California State licensed land surveyor provided by the Contractor.

B. Notify the Inspector immediately of any discrepancies between actual field conditions and the Plans. Minor field adjustments may be necessary in order to fulfill the intent of the Plans.

C. Non-notification of discrepancies between actual field conditions and the Plans by the Contractor, in writing, shall indicate his acceptance of such field conditions. Adjustments/modifications to the construction to accommodate the inconsistencies (without notification) shall be at no additional cost to the City.

3.02 Excavation
A. All excavations shall be as noted on the Plans. Excavations shall include accommodation of base material.

B. Do not over-excavate. Excavations shall provide appropriate space to install shoring, bracing, formwork, etc., as needed to ensure the safe and proper construction of the work.

C. Take every precaution to prevent water from entering, softening, and undercutting excavated areas, including, pits, footings, trenches, etc.

D. Notify the Inspector immediately upon discovery of unsatisfactory soils materials or unforeseen site conditions. Excavation shall include the complete removal of the unsatisfactory material and its legal disposal thereof.

3.03 Site Grading
A. A grading permit is required to be obtained by the Contractor prior to commencing any earthwork.

B. Grading shall include adjacent transition areas, new elevations/contours as shown on the Plans. All subgrade areas shall be graded parallel to the finish grades and contours and shall be uniform in slope. Transition areas shall provide a smooth connection between new and existing grades and shall not create additional drainage or ponding onto adjoining properties.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 31 20 00: Earthwork

C. Surface grades shall provide for positive drainage away from structures and footings, and shall be uniformly smooth throughout.

D. Rough grading shall:

1. Be graded to a tolerance of 0.10 feet, plus or minus for planted and turf areas.

2. Be graded with a tolerance less than .04’ from specified grade and cross section for subgrade in which pavement, curbs and other structural elements are to be placed immediately above.

3. Provide a subgrade surface free of exposed rocks, stones and boulders.

4. Provide a subgrade surface free of depressions, pits, etc., with proper backfill and compaction. See paragraph 3.04 below.

3.04 Placement of Fill Material
A. Prior to placement of fill material, the Contractor shall:

1. Obtain approval of the subgrade surface from the Inspector.

2. Scarify, dry and compact soft and/or wet areas.

3. Remove and replace unsuitable subgrade material to the satisfaction of the Inspector.

4. Take all necessary corrective action.

B. Do not use topsoil as fill or backfill material, unless otherwise accepted in writing.

C. Fill shall be placed in the following manner:

1. Accepted engineered fill material for structural slabs and areas to be paved shall be placed in six-inch (6”) loose thickness, uniform layers over the entire area.

2. Fill material in planted areas shall be placed in twenty-four inch (24”) maximum loose thickness throughout the areas to receive fill.

D. Aerate or water each lift to obtain the required compaction rate indicated on the Plans. Thoroughly mix material to ensure proper moisture content for compaction. Repeat the operations until grades, as shown on the Plans, are obtained. Jetting of trenches shall be reviewed and accepted by the Inspector prior to performance of work.

E. Do not place fill when the subgrade is frozen, muddy or wet. Allow conditions to thaw and dry out before resuming operations.

F. Use hand tampers or vibrating compactors around foundations walls, retaining walls and other structural elements. Do not use large equipment in these areas and do not begin compaction operations until the bearing surfaces have reached its design strength.

G. Fill around existing trees to remain shall not exceed twelve inches (12”).

1. Minor fill (6” or less) shall utilize topsoil and shall be placed by hand. Do not cover crown of trunk. Feather grades to the extent possible.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 31 20 00: Earthwork

2. Fills between 6” and 12” shall utilize 3/4” pea gravel on grade, placed up to three inches (3”) below finish grade. Apply topsoil, by hand, to meet finish grade elevations. Feather grades to the extent possible.

H. Construct mounds from on-site material. The core of the mound (1’ below finish elevations) shall be compacted to 90%. The top twelve inches (12”) shall be compacted to 85%. Place topsoil in the top twelve inches (12”).

I. Place topsoil in all turf and planting areas a minimum of twelve (12) inches deep.

See Section 31 10 00, 3.03-B: Clearing and Grubbing.

3.05 Trenching, Backfilling and Compacting
A. For trenches greater than five feet (5’) in depth, submit an OSHA permit related to the work.

B. All trenches shall be straight, true and cut vertical at 90 degrees to the surface plane.

C. For trenches through existing paved surfaces, use a concrete saw or other tool to achieve straight, clean lines. Replace paved surface to the same or better condition as existing prior to cut.

D. Do not over-excavate. Maintain bearing surfaces true, level and undisturbed to the extent possible.

E. Trenches shall be kept dry and frost-free. Do not allow standing water to collect.

F. Do not allow trenches to remain exposed at any time when work directly related is not occurring. Cover all trenches during non-work hours.

G. Bedding for all trenches to receive pipes shall be as follows:

1. Bedding material shall be consistent with the City of Roseville Design and Construction Standards, latest edition.

2. Pipe shall lie completely on bedding. Pipe fittings or joints shall not bear weight.

3. Bedding shall be uniform throughout the length of pipe.

H. Initial backfill for storm drains, sewer lines and electrical conduit shall conform the applicable City standard set forth by the Department having jurisdiction.

I. Backfill beyond the initial operations shall be native soil, placed in twelve-inch (12”) lifts. Compaction for trenched areas shall be 95% for parking lot, driveway and roadway areas; 90% for hardscape (i.e. walkways, picnic pads basketball and tennis courts); and 85% in areas to be planted. Place topsoil over trenches in planted areas. Upon completion, all trenches shall be filled flush with adjacent finish grades.

J. Compaction tests shall be required for trenched areas, hardscape areas and areas where fill over two feet in depth will be placed. The Inspector shall determine the number of tests and the locations. Re-tests shall be the Contractor’s responsibility.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 31 20 00: Earthwork

K. Potholing shall be required in areas where existing utilities are indicated. Hand digging may be required.

3.06 Soil Sterilant
A. Soil sterilant shall be applied to areas where paving is to be installed. The worker applying the sterilant shall take every precaution to avoid overspray of sterilant onto areas to be planted. The sterilant shall be placed no further than six inches (6”) beyond the edge of pavement.

B. Soil sterilant shall not be applied in inclement weather and windy days.

3.07 Drainage Areas
A. All bare areas, regardless of slope, within 50 feet of natural drainages shall be covered with straw and pressed in place.

B. No grading or trenching, except as required for erosion or sediment control, shall occur within 35 feet from the centerline of perennial and intermittent drainage swales between October 5 and April 1 unless approved by the Engineering Division, as well as any other governmental agency which may have additional jurisdiction and/or requirements.

3.08 Dust/Mud Control
A. Adjacent Streets: Adjacent street frontages shall be swept at least once a day to remove silt and other dirt which is evident from construction activities.

B. Construction Vehicles: The Contractor is responsible for cleaning construction vehicles leaving the site on a daily basis to prevent dust, silt, mud and dirt from being released or tracked offsite. Adjacent streets shall be swept clean daily.

C. Grading Spoils: Dry stockpiles of soil shall be watered to prevent the generation of airborne dust. Trucks transporting dry soil shall be covered with tarpaulins.

D. Water: Water shall be sprayed on all exposed earth surfaces during clearing, grading, earth moving and other site preparation activities. The exposed earth shall be watered throughout the day to minimize dust. The Contractor shall obtain a hydrant permit from the Environmental Utilities Department.

E. Wind Allowances: Grading activities shall be restricted or halted when winds exceed 15 miles per hour as deemed necessary by the Public Works Inspector.

END OF SECTION

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 12 16: Asphalt Concrete Paving

SECTION 32 12 16

ASPHALT CONCRETE PAVING
PART 1 - GENERAL

1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Supplemental Conditions shall be in addition to the standards provided herein.

C. The standards set forth in the City of Roseville Design and Construction Standards and the City of Roseville Parks Construction Standards, latest editions, shall be in addition to the standards provided herein.

D. The standards set forth in the State of California, Title 24, Americans with Disabilities Act, latest edition, shall be in addition to the standards provided herein.

1.02 Description
A. Furnish all labor, materials and equipment for the complete installation of asphalt concrete paving, including international disabled signs as shown in the City Standard, as shown on the Plans and as specified herein.

1.03 References
A. Caltrans Standard Specifications for asphaltic concrete, latest edition.

1.04 Tolerances
A. All surface areas shall drain. Ponding, puddling or birdbaths are not acceptable.

B. Surface grades shall conform to the following:

Description shall not exceed, ... from indicated
line, grade or thickness
Base Course 0.1 foot +/-
Finish Surface 0.05 foot +/-
Thickness of finished
pavement

0.01 foot less
C. Flatness: maximum variance of 1/8” as measured with a ten (10) foot straight edge.

1.05 Testing
A. Testing shall occur during the installation of pavement. The number and frequency of tests shall be as determined by the Inspector.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 12 16: Asphalt Concrete Paving

PART 2 - PRODUCTS

2.01 Aggregate Base
A. Conform to Caltrans Standard Specification, Section 26 paragraph 1.02B, Class 2.

2.02 Asphalt Concrete
A. Conform to Caltrans Standard Specification, Section 39 and the City of Roseville Design and Construction Standards, latest edition.

2.03 Soil Sterilant
A. Sterilizer shall be standard, quick-acting, short-lived and non-selective weed and grass killer, commonly used under roadway/transportation projects.

Application of the sterilant shall pose no short or long term health threats to the installer or the general public. Submit analysis for approval prior to applying.

2.04 Striping
A. Traffic marker paint, in accordance with Caltrans Standard Specifications, Section 83-3.02.

B. Thermoplastic marking tape in accordance with Caltrans Standard Specifications, Section 84-2.02. (Required for bike trails)

2.05 Header
A. Per City of Roseville Parks Construction Standards, latest edition.

2.06 Accessible Parking Signs
A. Signs for parking stalls shall conform to the California Manual on Uniform Traffic Control Devices (CMUTCD), the Standard Highway Signs manual with the Caltrans California Sign Specifications.

B. Notification sign: Notification sign shall read: “Unauthorized vehicles parked in designated handicapped spaces not displaying distinguishing placards or license plates issued for physically disabled persons may be towed at owner’s expense. Towed vehicles may be reclaimed at Roseville PD, 1051 Junction Blvd or by telephoning (916) 774-5000. CVC 22511.8”.

C. Sign posts: shall conform to Section 56 Signs in the City of Roseville Design and Construction Standards.

PART 3 - EXECUTION

3.01 Preparation
A. Upon completion of grading operations, compact the subgrade at the required elevation to a relative compaction density of 95%, unless otherwise noted on

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 12 16: Asphalt Concrete Paving

the Plans. A load or performance test shall be conducted in the presence of the Inspector prior to the placement of AC.

B. Apply soil sterilant per manufacturer’s directions. Limit the work zone of the sterilant application to the area to receive paving plus three feet (3’) on each side.

C. Completely install redwood header as shown in the City of Roseville Parks Construction Standards, latest edition, if shown on the Plans.

D. No material shall be placed in muddy conditions, nor shall any material be placed during or immediately after inclement weather, i.e. rain storms, temperatures below 35 degrees F, etc.

E. In areas where soil conditions are less than optimal, geotechnical tests shall be performed to verify compaction rates. The Inspector shall determine the number of tests necessary in order to verify conditions. Initial tests will be provided by the City. Re-tests shall be the Contractor’s responsibility.

3.02 Installation
A. Spread aggregate base material in six-inch (6”) lifts.

B. Compact base surface to a relative compaction of 95% and in accordance to the Caltrans Standard Specifications, Section 26.

C. Spread asphalt concrete material in accordance to the Caltrans Standard Specifications, Section 39.

D. Upon completion, apply water to the finished surface and allow water to runoff. All areas of ponding, puddling or birdbaths shall be filled with asphalt and fine aggregate. Conform fill surface with adjacent surface to the point edges are not visible.

E. Take every precaution to protect adjacent amenities or structures from material spillage or damage. In case of spillage or damage, the Contractor shall immediately repair or replace the damaged area to the satisfaction of the City.

F. Clean and oil all manhole covers, grates and other surface structures within the pavement area.

G. All new asphalt concrete paving shall receive a fog seal at a rate of 1/12 to 1/10 gallon of undiluted emulsion per square yard. All work shall conform to Caltrans Standard Specifications, Section 37. Once sealed, parking of vehicles and/or equipment or stockpiling of material on the finished surface is prohibited.

H. Clean all surface structures that lie within the asphalt concrete area.

3.03 Striping
A. Conform to the City of Roseville Design and Construction Standards, latest edition.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 12 16: Asphalt Concrete Paving

B. Ensure that all pavement to receive striping is completely cured. Clean all pavement surfaces.

C. Accurately lay out all pavement markings, including, parking stripes, centerline stripes, international disabled parking logo, striping for disabled access ramp, directional arrows, game court lines and other pavement markings as shown on the Plans or as required by code.

D. All pavement lines, striping and lettering shall be four inches (4”) in width, unless otherwise indicated on the Plans.

E. Lines painted with traffic paint shall receive two coats of paint. Allow each coat to dry completely prior to applying the second coat.

F. Apply all pavement markings on clean, dry surfaces, during weather conditions where temperatures are higher than 35 degrees F, no rain is occurring or predicted within the next twenty-four (24) hours, and the humidity is less than

80. G. Remove all excess adhesives and tracking onto unmarked areas.

H. All pavement striping applications shall conform to Caltrans Standard Specifications, Sections 84 and 85.

3.04 Accessible Parking Signs (For parking lots only)
A. Verify that the language on the signs meets with current laws and regulations prior to installation. Immediately notify project manager of discrepancies.

B. For signs at parking stalls: install one per space designated for disabled parking.

Locate sign as shown on the Plans. Verify location in the field prior to installation. Sign bottom shall be set at seven feet (7’) above finished grade.

C. For notification signs: install one per driveway entrance. Verify location in the field prior to installation. Sign bottom shall be set at two feet (2’) above finished grade unless otherwise directed.

D. Sign post installation shall conform to TS-17A of the City of Roseville Development Services Design and Construction Standards.

3.05 Protection and Cleaning
A. Do not allow equipment or vehicles to park on new asphalt surfaces upon completion of fog seal operations. At his discretion, the Contractor may allow the parking of equipment and vehicles on the asphalt concrete AFTER the asphalt concrete material has been laid, passing applicable compaction tests and PRIOR TO applications of fog seal and striping.

END OF SECTION

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 15 40: Decomposed Granite Paving

SECTION 32 15 40

DECOMPOSED GRANITE PAVING
PART 1 - GENERAL

1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Supplemental Conditions shall be in addition to the standards provided herein.

C. The standards set forth in the City of Roseville Design and Construction Standards and the City of Roseville Parks Construction Standards, latest editions, shall be in addition to the standards provided herein.

1.02 Description
A. Furnish all labor, materials and equipment for the complete installation of decomposed granite paving, including redwood headers as shown in the Plans and as specified herein.

1.03 References
A. Caltrans Standard Specifications, latest edition.

1.04 Submittals
A. Submittals for specified items are not required; however, submittals are required for any proposed substitutions or deviations from the Plans or Specifications. Additionally, submittals are required for the specific items listed below. The Contractor shall submit a materials summary sheet indicating which items will be installed as specified and which items are proposed for substitutions. The Contractor shall submit proof of order within ten (10) working days of the Notice to Proceed, indicating all specified materials have been ordered, noting “as specified” or “substitution proposed”. Submittals are required on the following items:

1. Decomposed granite material and binding material: provide a sample “brick” for review and approval.

PART 2 - PRODUCTS

2.01 Crushed Quarry Rock
A. Crushed rock, graded between #4 and #200. Rock shall be high quality and well-graded.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 15 40: Decomposed Granite Paving

B. Hastie’s Capitol Sand and Gravel, Roseville, CA (916) 989-4600 or accepted equal.

2.02 Header
A. 2”x6” Redwood header board.

2.03 Binding Material
A. PolyPavement, Los Angeles, CA (323) 954-2240 or accepted equal.

PART 3 - EXECUTION

3.01 Preparation
A. Upon completion of grading operations, compact the subgrade at the required elevation to a relative compaction density of 95%, unless otherwise noted on the Plans.

B. Completely install redwood header as shown in the City of Roseville Parks Construction Standards.

C. No material shall be placed in muddy conditions, nor shall any material be placed during or immediately after inclement weather, i.e. rain storms, etc.

D. Submit samples of crushed rock to a PolyPavement Certified Lab to prepare a laboratory “brick” to confirm that the quarry material has sufficient fines for good binding.

3.02 Installation
A. Provide a 2’x2’ test sample, to be approved prior to installation. This sample shall be the basis of overall approval.

B. Thoroughly combine binder per manufacturer recommendations.

C. Spread crushed granite fine/binder material in two (2) one and one half inch (1- 1/2”) lifts (thickness after compaction).

D. Wet and roll each lift to form a uniform, smooth surface with a cross slope of 2%. Compact each lift to a 95% relative compaction density.

E. Upon completion of the final lift, fill any depressions, holes or divots and re- roll using the above process.

F. Provide a Certificate of Compliance verifying that the binder/stabilizer has been mixed per manufacturer’s recommendations.

3.03 Clean Up and Protection
A. Thoroughly clean all areas where work has occurred. Remove from site excess material, debris and rubbish.

B. Take all precautions to protect completed work. Immediately repair or replace all damaged areas due to tire ruts, erosion, compaction failure, etc.

END OF SECTION

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 31 13: Chain Link Fencing

SECTION 32 31 13

CHAIN LINK FENCING
PART 1 - GENERAL

1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Special Conditions shall be in addition to the standards provided herein.

1.02 Description
A. Furnish all labor, materials and equipment for the complete installation of the chain link fence system, including gates as shown on the Plans and as specified herein.

1.03 References
A. Caltrans Standard Specifications, latest edition.

PART 2 - PRODUCTS

2.01 General
A. Wire used in the fabric shall be galvanized and shall have a tensile strength of 80,000 lbs. per square inch based on cross sectional areas of the wire. One sample shall be tested without removing bends caused by weaving of the wire with the mesh. A second test shall be conducted on a wire strand carefully straightened. The tensile strength is finally determined as the average reading between the two tests. Wire to match fabric selection.

B. Fabric shall be 1-3/4” 9-gauge nominal wire mesh, hot-dipped galvanized or black vinyl coated after weaving as shown on the plans. Conform to ASTM A392, with tensile strength as described in 2.01A above. Fabric shall be knuckled top and bottom with single width to full height of fence.

C. Ties/Fasteners shall be 9-gauge aluminum or black powder coated wire.

D. Fittings, clips, bolts, bands, bars, post tops/covers and other hardware necessary for a complete fence system shall be galvanized or black powder coated.

E. Where fencing is shown on the Plans to be black vinyl or powder coated, all appurtenances, including fabric, posts, rails, clips, bands, fittings, etc., necessary for a complete fence system shall be black vinyl or powder coated.

Vinyl or powder coating shall be the industry standard for this type of finish.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 31 13: Chain Link Fencing

2.02 Posts and Rails
A. Posts and rails shall be hot-dipped galvanized per ASTM A53 or black powder coated, to match fabric and as shown on the Plans. All posts shall be installed with moisture-proofed caps on the top.

B. Size and lengths of posts shall be as shown in the City of Roseville Design and Construction Standards PK-40, latest edition.

2.03 Gates
A. Fabric and finish to match fence.

B. Hinges and latches shall be industrial strength, heavy duty and shall fit snugly around post. Latches shall be lockable.

C. Size and lengths of posts shall be as shown in the City of Roseville Design and Construction Standards PK-40, latest edition.

PART 3 - EXECUTION

3.01 Post Installation
A. Posts are to be spaced evenly as shown on the City Standard and set plumb and true to lines with the top line uniform as shown in the City of Roseville Design and Construction Standards PK-40, latest edition.

B. All posts shall be set in concrete as shown in the City of Roseville Design and Construction Standards PK-40, latest edition.

C. Where nicks on vinyl or powder coated finished occurs due to installation, the Contractor shall re-finish and patch damaged areas immediately.

3.02 Fabric
A. Attach fabric using fabric bands or clips spaced approximately 14” apart.

Connections to top rails and tension wires shall utilize wire ties placed 24” on center.

B. For corner and vertical end connections, install stretcher bars banded to posts and gate frames at 24” apart (maximum).

C. All fabric to be stretched tight, free from sags and bulges.

3.03 Rails
A. For splices along the top rail, provide couplings every 20’. The coupling shall produce a continuous brace from end to end of each stretch of fence. Install a heavy spring at every fifth coupling to allow for expansion or contraction.

B. Utilize the appropriate fittings to ensure that all rails are rigidly clamped to end and corner posts.

C. Clamp mid and bottom rails at each post.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 31 13: Chain Link Fencing

3.04 Gates
A. Gates shall be installed consistent with the City Standard detail. Verify grade conditions along the fence bottom to ensure proper use of the gate(s).

B. Gate openings shall be face-to-face dimensions and shall swing according to the Plans.

3.05 Cleaning
A. Thoroughly clean all areas where work has occurred. Remove from the site excess material, debris and rubbish.

B. Take all precautions to protect completed work. Immediately repair or replace all damaged areas due to tire ruts, erosion, compaction failure, etc. Keep all erosion control measures intact.

END OF SECTION

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 32 19: Modular Concrete Retaining Walls

SECTION 32 32 19

MODULAR CONCRETE RETAINING WALLS
PART 1 - GENERAL

1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Supplemental Conditions shall be in addition to the standards provided herein.

1.02 Description
A. Work includes furnishing and installing concrete modular block retaining wall units to the lines and grades shown on the construction drawings and as specified herein.

B. Work includes preparing foundation soil, furnishing and installing leveling pad, unit fill and backfill to the lines and grades shown on the construction drawings.

C. Keystone retaining walls of low height may be constructed without reinforcement using simple techniques, while high walls and walls with surcharge may be constructed with geogrid reinforcement and compacted backfill to suit a wide range of engineering requirements.

Delete the following paragraph if all retaining walls are unreinforced.

D. Work includes furnishing and installing geogrid reinforcement and backfill to the lines and grades designated on the construction drawings.

1.03 Related Sections
A. Section 31 20 00: Earthwork
B. Section 03 30 00: Site Concrete

1.04 References
A. ASTM C 33 - Standard Specification for Concrete Aggregates.

B. ASTM C 150 - Standard Specification for Portland Cement.

C. ASTM C 331 - Standard Specification for Lightweight Aggregates for Concrete Masonry Units.

D. ASTM C 618 - Standard Specification for Fly Ash and Raw Calcined Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete.

E. ASTM C 989 - Ground Granulated Blast-Furnace Slag for Use in Concrete and Mortars.

F. ASTM D 698 - Standard Method of Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3) 600kN-m/m3)).

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 32 19: Modular Concrete Retaining Walls

G. ASTM D 1557 - Standard Specification for Laboratory Compaction Characteristics of Soils Using Modified Effort (56,000 ft-lbf/ft3 (2,700 kN- m/m3).

1.05 Definitions
A. Structural Geogrid: A structural element formed by a regular network of integrally connected tensile elements with apertures of sufficient size to allow interlocking with surrounding soil, rock, or earth and to function primarily as reinforcement.

B. Modular Unit: A concrete retaining wall element machine made from Portland cement, water, and aggregates.

C. Unit Fill: A drainage aggregate which is placed within and immediately behind the modular concrete units.

D. Reinforced Backfill: A compacted soil which is placed within the reinforced soil volume as outlined on the plans.

1.06 Submittals
A. Submit under provisions of Section 01 10 00: Summary of Work.

B. Product Data: Submit manufacturer's product data for proposed materials and method of installation.

C. Samples: Submit samples of each product used in the work of this section.

D. Certifications: Submit a manufacturer's certification, prior to start of work, that the retaining wall system components meet the requirements of this specification.

1. Contractor's submittal package shall include but not be limited to actual test results for tension/creep, durability/aging, construction damage, geogrid/facing connection, pullout, and quality control.

2. Contractor shall submit certification, prior to start of work, that the retaining wall system (modular concrete units and specific geogrid):
a) has been successfully utilized on a minimum of five (5) similar projects, i.e., height, soil fill types, erection tolerances, etc.; and b) has been successfully installed on a minimum of 1 million (1,000,000) square feet (92,000 sq m) of retaining walls.

E. Test Reports: Submit test reports documenting strength of specific modular concrete unit and geogrid reinforcement connection. The maximum design tensile load of the geogrid shall be equal to the laboratory tested ultimate strength of geogrid/concrete retaining wall unit connection at a maximum normal force limited by the "Hinge Height" of the structure divided by a safety factor of 1.5. The connection strength evaluation shall be performed in accordance with NCMA test method SRWU-1.

F. Contractor shall submit engineering plans prepared by a professional engineer experienced with Mechanically Stabilized Earth retaining wall systems and

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 32 19: Modular Concrete Retaining Walls

registered in the state of the project location. The engineering designs, techniques, and material evaluations shall be in accordance with the KEYSTONE Design Manual, 1995, NCMA Design Guidelines for Segmental Retaining Walls, 1997, or the AASHTO Standard Specifications for Highway Bridges, Section 5.8, 1993 Interim, whichever is applicable.

G. Submit a list of previous projects totaling of 500,000 square feet (46,000 sq m) or more where the specific retaining wall system has been used successfully.

Contact names and telephone numbers shall be listed for each project.

1.07 Quality Assurance
A. Owner will engage and pay for independent soil testing services during earthwork operations.

1.08 Delivery, Storage and Handling
A. Contractor shall check the materials upon delivery to assure that proper materials have been received.

B. Contractor shall prevent excessive mud, wet cement, epoxy, and similar materials (which may affix themselves) from coming in contact with the materials.

C. Contractor shall protect the materials from damage. Damaged materials shall not be incorporated into the retaining wall structure.

Delete the following two paragraphs if all retaining walls are unreinforced.

D. Geogrids shall be stored above minus 20 degrees F.

E. Rolled geogrid material may be laid flat or stood on end for storage.

1.09 Record Drawings
A. The Contractor shall keep an accurate record of the as-built conditions of the modular concrete retaining walls. These records shall be updated daily and kept at the construction site. At any time, the Inspector may examine the conditions of the “as-builts” to ensure compliance of the above.

PART 2 - PRODUCTS

2.01 Manufacturer
A. Provide modular concrete retaining wall units and accessory materials fabricated by authorized licensed manufacturers of Keystone Retaining Wall Systems, 4444 West 78th Street, Minneapolis, MN 55435. Telephone 612-897- 1040. ASD. FAX 612-897-3858, or accepted equal.

2.02 Modular Concrete Retaining Wall Units
A. Modular concrete units shall conform to the following architectural requirements:

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 32 19: Modular Concrete Retaining Walls

1. Modular concrete unit color: Manufacturer's standard color.

2. Face finish: Sculptured rock face in angular multiplanar configuration. Other face finishes will not be allowed without written approval.

3. Bond configuration - running with bonds nominally located at midpoint vertically adjacent units, in both straight and curved alignments.

4. Exposed surfaces of units shall be free of chips, cracks or other imperfections when viewed from a distance of 20 feet (6.1 m) under diffused lighting.

5. Corners: Provide 90 degree corners, finished two sides, where indicated.

6. Cap units: Provide solid cap units with parallel sides for straight walls and convex walls, angular sides for concave walls.

B. Modular concrete units shall conform to the following material requirements:

1. Cement: Materials shall conform to the following applicable specifications. a) Portland Cement: ASTM C 150.
b) Modified Portland Cement: Portland cement conforming to ASTM C 150, modified as follows:
1) Limestone - calcium carbonate, with a minimum 85 percent content, may be added to the cement, provided these requirements of ASTM C 150 as modified are met:
a. Limitation on insoluble residue 1.5 percent.
b. Limitation on air content of mortar by volume: 22 percent maximum.
c. Limitations of loss of ignition: 7 percent.
c) Blended Cements: ASTM C 618.
d) Pozzolans: ASTM C 618.
e) Blast Furnace Slag Cement: ASTM C 989.

2. Aggregates: Conform to the following specifications:
a) Normal Weight Aggregates - ASTM C 33.
b) Lightweight Aggregates - ASTM C 331.

3. Other Constituents: Air entraining agents, coloring pigments, integral water repellents, finely ground silica, and other constituents shall be previously established as suitable for use in modular concrete retaining wall units and shall conform to applicable ASTM standards or, shall be shown by test or experience to be not detrimental to the durability of the modular concrete units or any material customarily used in retaining wall construction.

C. Modular concrete units shall conform to the following structural and geometric requirements:

1. Compressive strength: 3000 pounds per square inch (20MPa) minimum.

2. Absorption: 8 percent maximum for standard weight aggregates.

3. Unit width to height ratio: 2.25 to 1.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 32 19: Modular Concrete Retaining Walls

In the next four paragraphs concerning unit depth, weight, shear strength, and connection strength, delete the requirement for Standard or Compact units, respectively, if only one type is required. If both types are required, retain both.

4. Unit depth:
a) Standard units: 20 inches (508 mm) minimum.
b) Compact units: 12 inches (305 mm) minimum.

5. Unit weight:
a) Standard units: 90 pounds (40 kg) per unit minimum for standard weight aggregates.
b) Compact units: 75 pounds (34 kg) per unit minimum for standard weight aggregates.

6. Inter-unit shear strength:
a) Standard units: 1500 pounds per linear foot (21,000 N/m), minimum, at 2 pounds per square inch (13 kPa) normal pressure.
b) Compact units: 400 pounds per linear foot (5800 N/m), minimum, at 2 pounds per square inch (13 kPa) normal pressure.

7. Geogrid/unit peak connection strength:
a) Standard units: 1000 pounds per linear foot (14600 N/m), minimum, at 2 pounds per square inch (13 kPa) normal force.
b) Compact units: 600 plf minimum at 2 psi normal force. 600 pounds per linear foot (8700 N/m), minimum, at 2 pounds per square inch (13 kPa) normal force.

8. Maximum horizontal gap between erected units: 1/2 inch (13 mm).

D. Modular concrete units shall conform to the following constructability requirements:

1. Vertical setback: 1/8 inch (3 mm) plus/minus per course (near vertical) or 1- 1/4 inch (31.3 mm) plus/minus per course per the design drawings.

2. Alignment and grid positioning mechanism: Fiberglass pins, two per unit minimum.

2.03 Shear Connectors
A. Strength of shear connectors between vertical adjacent units shall be applicable over a design temperature range of minus 10 degrees F (minus 23 degrees C) to plus 100 degrees F (plus 38 degrees C). Shear connectors shall be ½-inch (13 mm) diameter thermoset isopthalic polyester resin- pultruded fiberglass reinforcement rods. Connectors shall have a minimum flexural strength of 128,000 pounds per square inch (882 MPa) and short beam shear of 6,400 pounds per square inch (44 MPa).

B. Shear connectors shall be capable of holding the geogrid in the proper design position during grid pre-tensioning and backfilling.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 32 19: Modular Concrete Retaining Walls

2.04 Adhesive
A. Construction Adhesive: Keystone Kapseal as supplied by manufacturer of modular concrete units.

2.05 Base Leveling Pad Material
A. Material shall consist of a compacted crushed stone base or non-reinforced concrete as shown on the drawings.

2.06 Unit Fill
A. Unit fill shall consist of clean 1-inch minus crushed stone or crushed gravel meeting the gradation listed below.

1. 1-inch (25 mm) sieve, 100 percent passing.

2. ¾-inch (19 mm) sieve, 75-100 percent passing.

3. No. 4 (4.75 mm) sieve, 0 - 10 percent passing.

4. No. 50 (300 micro-m) sieve, 0 - 5 percent passing.

B. Pea gravel (3/8-inch to ½-inch (9.5 mm to 13 mm) round stone) is not acceptable.

2.07 Reinforced Backfill
A. Reinforced backfill shall be free of debris and meet the following gradation requirements:

1. 2-inch (50 mm) sieve, 100-75 percent passing.

2. 3/4-inch (19 mm) sieve, 100-75 percent passing.

3. No. 4 (4.75 mm) sieve, 100-20 percent passing.

4. No. 40 (425 micro-m) sieve, 0-60 percent passing.

5. No. 200 (75 micro-m) sieve, 0-35 percent passing.

6. Plasticity Index (PI) less than 10 and liquid limit less than 40.

B. The maximum aggregate size shall be limited to 3/4 inch (19 mm) unless field tests have been or will be performed to evaluate potential strength reductions to the geogrid design due to damage during construction.

C. Material can be sit-excavated soils where the above requirements can be met.

Unsuitable soils for backfill (high plastic clays or organic soils) shall not be used in the backfill or in the reinforced soil mass.

D. Contractor shall submit reinforced fill sample and laboratory test results to the Architect/Engineer for approval prior to the use of any proposed reinforced fill material.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 32 19: Modular Concrete Retaining Walls

Delete the following article if all retaining walls are unreinforced.

2.08 Geogrid
A. Material: Geogrid products shall be high-density polyethylene or polypropylene expanded sheet or polyester woven fiber materials, specifically fabricated for use as soil reinforcement.

B. Tal, Allowable Tensile Design Load, shall be determined as follows:

1. Tal = Tult/(Rfd x Rfcr x Rfcd x FS)

2. Tal shall be evaluated based on a 75 year design life.

C. Rfcr, Reduction Factor for Creep Limited Tensile Load: Rfcr shall be determined from 10,000 hour creep testing performed in accordance with ASTM D 5262.

D. Rfd, Reduction Factor for Durability/Aging: Rfd shall be determined from polymer specific durability testing covering the range of expected soil environments.

E. Rfcd, Reduction Factor for Construction Damage: Rfcd shall be determined from product specific construction damage testing performed in accordance with GRI-GG4. Test results shall be provided for each product to be used with project specific or more severe soil type.

F. FS, Overall Factor of Safety: FS shall be 1.5 unless otherwise noted.

G. The maximum design tensile load of the geogrid shall not exceed the laboratory tested ultimate strength of the geogrid/facing unit connection as limited by the "Hinge Height" divided by a factor of safety of 1.5. The connection strength testing and computation procedures shall be in accordance with NCMA test methods.

H. Soil Interaction Coefficient, Ci: Ci values shall be determined per GRI:GG5 at a maximum 0.75 inch (19 mm) displacement.

I. Manufacturing Quality Control: The geogrid manufacturer shall have a manufacturing quality control program that includes QC testing for each 40,000 square feet (3700 sq m) of production, each lot, or each production day. The QC testing shall include:

1. Tensile Modulus

2. Specific Gravity

3. Melt Flow Index (PP & HDPE)

4. Molecular Weight (PETP)

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 32 19: Modular Concrete Retaining Walls

PART 3 - EXECUTION

3.01 Examination
A. Verify that layout dimensions are correct and substrate is in proper condition for installation. Do not proceed with installation until unsatisfactory conditions have been corrected.

3.02 Excavation
A. Contractor shall excavate to the lines and grades shown on the construction drawings. Obtain the Architect/Engineer's approval of excavation prior to placement of leveling material or fill soils.

B. Over-excavation of deleterious soils and replacement with suitable fill, when approved in advance by the Architect/Engineer, will be paid at unit cost rates.

C. Contractor shall be careful not to disturb embankment and foundation materials beyond lines shown.

3.03 Base Leveling Pad
A. Leveling pad material shall be placed to the lines and grades shown on the construction drawings.

Select one of the following three paragraphs for desired base leveling pad, or leave more than one if contractor may choose. Note that Proctor testing is not possible for crushed stone option.

B. Granular leveling pad material shall be compacted to a minimum of 95 percent Standard or 90 percent Modified Proctor.

C. Crushed stone leveling pad shall be compacted to yield (Proctor testing does not apply).

D. Concrete leveling pad shall be minimum inches of unreinforced concrete.

E. Leveling pad shall be prepared to ensure full contact to the base surface of the concrete units.

3.04 Modular Unit Installation
A. First course of units shall be placed on the leveling pad, and alignment and level checked. Pins or molded surfaces of modular concrete units shall be used for alignment control; do not attempt alignment from split-face surface.

B. Ensure that all units are in full contact with base and properly seated.

C. Install fiberglass-connecting pins and fill all voids in and around the modular units with unit fill material. Tamp or rod unit fill to ensure that all voids are completely filled.

D. Sweep excess material from top of units and install the next course. Ensure that each course is completely unit filled, backfilled and compacted prior to proceeding to next course.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 32 19: Modular Concrete Retaining Walls

E. Place each subsequent course ensuring that pins protrude into adjoining courses a minimum of 1 inch (25 mm). Two pins are required per unit. Push next course unit forward, away from the fill zone, locking against the pins in the previous course and backfill as the course is completed. Repeat procedure to the extent of wall height.

F. Follow wall erection and unit fill placement closely with any other backfilling required.

G. Position vertically adjacent modular concrete units as recommended by the manufacturer (in running bond pattern).

H. Maximum, stacked, vertical height of wall units, prior to wall unit fill, backfill placement and compaction, shall not exceed two courses.

I. One cubic foot, minimum, of unit fill shall be used for each square foot (0.30 cu m/sq m) of wall face. Unit fill shall be placed within cores of, between, and behind units to meet this requirement.

J. Whole, or cut, units on curves and corners to shall be erected with running bond approximately centered on units above and below.

K. Cap Installation: Apply adhesive to top surface of unit below and place cap unit into position over projecting pins from units below.

Delete the following article if all retaining walls are reinforced with geogrid reinforcement.

3.05 Unreinforced Backfill Placement
A. Place and compact backfill in lifts not to exceed 8 inches (200 mm).

B. Backfill shall be compacted to 95 percent of the maximum density as determined by ASTM D 698.

C. Place the top 8 inches (200 mm) of the structure fill using low permeability soil.

D. Only lightweight hand-operated equipment shall be allowed within 3 feet (900 mm) from the tail of the modular concrete units.

E. At the end of each day's operation, the Contractor shall slope the last lift of reinforced backfill away from the wall units to direct runoff away from wall face.

The Contractor shall not allow surface runoff from adjacent areas to enter the wall construction site.

Delete the following article if all retaining walls are unreinforced.

3.06 Structural Geogrid Installation
A. Geogrid shall be oriented with the highest strength axis perpendicular to the wall alignment.

B. Geogrid reinforcement shall be placed at the elevations and to the extent shown on the construction drawings or as directed by the Engineer.

C. The geogrid shall be laid over the fiberglass pins of the modular wall units and extended horizontally on compacted backfill. Place the next course of modular

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 32 19: Modular Concrete Retaining Walls

concrete units over geogrid. The geogrid shall be pulled taut, and anchored prior to backfill placement on the geogrid.

D. Follow manufacturer's guidelines relative to overlap requirements of uniaxial and biaxial geogrids.

E. Geogrid reinforcements shall be continuous throughout their embedment lengths. Spliced connections between shorter pieces of geogrid is not allowed unless pre-approved by the Architect/Engineer prior to construction.

Delete the following article if all retaining walls are unreinforced.

3.07 Reinforced Backfill Placement
A. Reinforced backfill shall be placed, spread, and compacted in such a manner that minimizes the development of slack in the geogrid.

B. Backfill shall be placed from the wall back towards the embankment to ensure that the geogrid remains taut.

C. Reinforced backfill shall be placed and compacted in lifts not to exceed 8 inches (200 mm) where hand compaction is used, or 12 inches (300 mm) where heavy compaction equipment is used.

D. Reinforced backfill shall be compacted to 95 percent of the maximum density as determined by ASTM D 698. The moisture content of the backfill material prior to and during compaction shall be uniformly distributed throughout each layer and shall be within +1/-3 percentage points dry of optimum.

E. Place the top 8 inches (200 mm) of the structure fill using low permeability soil.

F. Only lightweight hand-operated equipment shall be allowed within 3 feet (900 mm) from the tail of the modular concrete unit.

G. Tracked construction equipment shall not be operated directly upon the geogrid reinforcement. A minimum fill thickness of 6 inches (152 mm) is required prior to operation of tracked vehicles over the geogrid. Tracked vehicle turning should be kept to a minimum to prevent tracks from displacing the fill and damaging the geogrid.

H. Rubber tired equipment may pass over geogrid reinforcement at slow speeds, less than 10 miles per hour (16 kph). Sudden braking and sharp turning shall be avoided.

I. At the end of each day's operation, the Contractor shall slope the last lift of reinforced backfill away from the wall units to direct runoff away from wall face.

The Contractor shall not allow surface runoff from adjacent areas to enter the wall construction site.

END OF SECTION

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 84 00: Irrigation System

SECTION 32 84 00

IRRIGATION SYSTEM
PART 1 - GENERAL

1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Supplemental Conditions shall be in addition to the standards provided herein.

1.02 Description
A. Furnish all labor, materials and equipment for the complete installation of an automated irrigation system, including all necessary appurtenances for proper operation, noted or implied, as shown on the Plans and as specified herein.

B. Water usage, meter costs, connection fees, testing and other associated utility costs are considered direct costs and is the responsibility of the Contractor until the project is accepted.

C. Installation of the water meter shall be by the City.

1.03 Related Work
A. Section 32 90 00: Planting
B. Section 26 00 00: Site Electrical

1.04 Quality Assurance
A. All work shall comply with local and state laws, codes, regulations and requirements which govern any portion or all of the work contained in this Section. These include, but are not limited to, the latest editions of:

1. City of Roseville Park Construction Standards,

2. City of Roseville Design and Construction Standards,

3. City of Roseville Electric Department Standard Specifications,

4. Local, state and federal electrical codes, manuals and guidelines, and

5. Local, state and federal plumbing codes, manuals and guidelines.

1.05 Submittals
A. Submittals for specified items are not required for Parks or Streetscape projects, unless specifically listed below. However, submittals are required for any proposed substitutions or deviations from the parks Plans or Specifications. For Streetscapes, no substitutions will be accepted. The Contractor shall submit a materials summary sheet indicating which items will be installed as specified

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 84 00: Irrigation System

and which items are proposed for substitutions. The Contractor shall submit proof of order within ten (10) working days of the Notice to Proceed, indicating all specified materials have been ordered, noting “as specified” or “substitution proposed”. Submittals are required on the following items:

1. Controller, Flow Sensor(s), and Master Valve(s).

2. Filter (Recycled water)

3. Booster Pump Station

4. Remote Control Valves

5. Quick Coupler Valves

6. Gate Valves

7. Mainline and Lateral Line Pipe

8. Irrigation turf rotors, spray heads and bubblers

9. Low voltage wires and wire connectors

10.Valve boxes

1.06 Explanation of Drawings
A. The drawings are diagrammatic and do not reflect all offsets, fittings and other miscellaneous items required for a complete and operable irrigation system. It shall be the Contractor’s responsibility to investigate all existing site conditions, become thoroughly familiar with the site, and provide all labor, materials and equipment required for the installation of the irrigation system.

B. Avoid conflicts between other trades and the installation of the irrigation system.

Minor adjustments to avoid such conflicts shall be made in the field. Major discrepancies between actual field conditions and the Plans shall be brought to the attention of the Project Manager. The lack of notification shall indicate that the Contractor assumes full responsibility for any revision deemed necessary to ensure proper installation.

1.07 Product Delivery, Handling and Storage
A. All materials shall be delivered bearing manufacturer’s label with size, type and model number (if applicable) clearly marked.

B. All pipe shall be delivered in a vehicle which allows the material to lie flat without concentrated weight or stress at any point.

C. Unload all materials with care so as to avoid damage. Store materials in a covered area and do not expose PVC pipe to extreme sun or heat. Store pipe lying flat.

D. Do not install any material that has been damaged. Replace all material found to be damaged.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 84 00: Irrigation System

1.08 Record Drawings
A. The Contractor shall keep an accurate record of the as-built conditions of the irrigation system. These records shall be updated daily and kept at the construction site. At any time, the Inspector may examine the conditions of the “as-builts” to ensure compliance of the above.

B. Dimensions shall be recorded from two (2) permanent points of reference.

C. The City may at its discretion withhold progress payments to the Contractor if the as-built records are not updated to the satisfaction of the City.

PART 2 - PRODUCTS

2.01 General
A. All materials specified shall be new, bearing the brand name, type, serial numbers and model number as shown on the Plans and as specified herein, unless otherwise accepted in writing.

2.02 Backfill Material
A. Backfill shall be clean, screened, on-site material, free from organic material, large clods of earth and/or rock larger than one (1) inch in diameter, trash, debris, rubbish, tree trunks, broken concrete or asphalt and other unacceptable material.

B. Material larger than one (1) inch shall be removed from site and legally disposed. All removal shall be the responsibility of the Contractor.

2.03 Meter
A. Meter shall be as shown on the Plans and as required by the City of Roseville Environmental Utilities Department.

2.04 Backflow Prevention Device
A. Backflow Prevention Device shall be as shown on the Plans.

B. Cover shall be insulated, freeze-proof, removable and lockable, manufacturer and model per the City of Roseville Design and Construction Standards or accepted equal.

2.05 Filter (Recycled Water Only)
A. Amiad Filtration Systems, Semi-Automatic Filter

1. For 2”, Plastic Super-T Semi-Automatic Filter.

2. For 3” and above, Steel In-line Semi-Automatic Filter.

3. Include Scanaway 130 micron filter element.

4. Match line size of recycled water meter, down to 2” minimum.

5. Include lockable protective frost cover blanket.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 84 00: Irrigation System

2.06 Flow Sensor and Master Valve
A. Calsense Controllers:

1. Flow sensor shall be a Calsense Ultrasonic Flow Meter (FM-U), or accepted equal. Flow sensor shall be accurate to +/- 2% of full scale. Flow sensor body shall be constructed of Schedule 80 PVC for sizes up to 4”, and saddle taps for sizes 6” and above.

2. Master valve(s) shall be Superior, 3300 series, normally open, electric globe valve, constructed of brass with dirty water protection and No Minimum Flow feature. For recycled water systems, include -RW Recycled Water designation with purple handle for identification.

3. Flow meters to be constructed consistent with the Calsense specifications.

4. Valve boxes for master valve and flow sensor shall be 18” (jumbo) green rectangular rigid plastic valve boxes with lockable lids and extensions by Carson Industries, LLC or accepted equal. Valve box lid shall be colored green in turf areas, tan in natural planter areas, and purple for recycled water applications.

2.07 Booster Pump
A. Customflow Quality Booster Pump by V-Power Equipment, Inc. (888) 830-8025.

B. Provide technical startup support, pump certification and 30 month following delivery warranty by V-Power Equipment, Inc.

C. Variable Frequency Drive Control Panel with Fuji Eco Drive, NEMA 12 enclosure, main disconnect, DC choke, panel cooling fan, HOA switch on panel door, 110 volt transformer for controls and external fan, Terminals for wire connections, (2) Pump start relays for irrigation controller controls, ET/U.L. 508A Listed and proprietary programmed for City of Roseville standard operation by Custom Pump & Power, Inc.

D. IFM Efector PA3224 transducer is rated for 0-145PSI and adjustable through the VFD.

E. Enclosures to be sized to fit pump, VFD, valves, bypass, transducer, and pump inserted Hot Stop temperature protection to be activated at 120 degree with manual reset mounted on the VFD panel door. Flange connection for inlet and outlet outside the enclosure. Standard enclosure to be fitted for padlock and have a shock assisted opening on the front. Larger enclosures with removable doors with built in lock with the 402 key. All enclosures to be steel and powder coated dark green.

F. Installation by licensed contractor as shown on plans and connect power wires from meter pedestal and 24-volt control wire from the controller to the VFD line connectors inside the enclosure.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 84 00: Irrigation System

2.08 Pipe
A. PVC Pressurized Mainline

1. For lines three inch (3”) or larger: polyvinyl chloride (PVC) 1120-1220, SDR 21, Class 200 rubber gasketed pipe, and NSF accepted per Standard No. 14, Type I, Grade I. Conform to:

Material ASTM
Pipe D1784, D2241
Rubber Gasket F477

2. For lines two and one half inches (2-1/2”) or smaller: Schedule 40 polyvinyl chloride (PVC) 1120-1220, and NSF accepted per Standard No. 14, Type I, Grade I. Conform to:

Material ASTM
Pipe D1784, D1785
B. PVC Non-Pressurized Lateral Lines

1. Schedule 40 polyvinyl chloride (PVC) 1120-1220, SDR 21.0, NSF accepted per Standard No. 14, Type 1, Grade II.

C. Recycled Water

1. Pipes shall meet the standards outlined in Sections 2.08, A and B above, unless otherwise noted in the City of Roseville Design and Construction Standards for recycled water, latest edition.

2. All pipes containing recycled water shall be purple, NSF accepted and conform to the City of Roseville Design and Construction Standards, latest edition.

2.09 Fittings and Nipples
A. Fittings for Mainline Pipe:

1. For all control valves on mainlines three inches (3”) and larger, use painted, ductile iron saddle taps with double stainless steel straps and nuts Model #202 by Romac Industries, Inc. or accepted equal.

2. For all other connections on mainlines three inches (3”) and larger mainline pipe, use glued schedule 80 fittings.

3. For all control valves on mainlines two and one half inches (2-1/2”) or smaller, use glued schedule 80 fittings.

4. For all other connections on mainlines two and one half inches (2-1/2”) or smaller, use glued schedule 40 fittings.

B. Fittings for Solvent Weld Pipe- Laterals:

1. Schedule 40 polyvinyl chloride (PVC), standard weight, conforming to ASTM D2466-73.

2. Weld-on #P-70 primer and Weld-on #711 gray glue or accepted equal.

3. Teflon tape for all threaded PVC fittings.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 84 00: Irrigation System

C. Plastic Nipples shall be Schedule 80, Type 1, Grade 1, polyvinyl chloride (PVC), threaded at both ends, and conforming to ASTM D1784 -85. Nipples shall be uniformly gray.

D. Fittings for Recycled Pipe:

1. Fittings shall meet the standards outlined in Sections 2.09, A, B and C above, unless otherwise noted in the City of Roseville Design and Construction Standards for recycled water, latest edition.

2.10 Swing Joints
A. Swings joints shall be as shown in the City Parks Construction Standard detail.

Schedule 40 threaded PVC triple swing joints or an accepted equal.

2.11 Electric Remote Control Valve
A. Sizes as shown on the Plans. All valves shall be Rainbird PEB series or accepted equal and shall contain the following:

1. a globe-type electric remote control, normally closed diaphragm type with slow opening and closing action,

2. encapsulated solenoid type actuation,

3. a minimum rating of twenty-four (24) volts,

4. sixty (60) cycle,

5. two to five (2-5) watts,

6. a manual flow adjustment with shut-off provisions,

7. provisions for an external “bleed” of the diaphragm chamber for manual operation.

8. a ball valve on the inlet.

9. Schedule 80 PVC threaded fittings from main line to valve.

B. Valve boxes shall be rectangular, rigid plastic valve boxes with lockable lids and extensions by Carson Industries, LLC or accepted equal. Valve box shall be sized appropriately to house entire valve assembly with space to accommodate maintenance access. Valves for drip zones require Jumbo size boxes.

1. Boxes shall be colored green in potable applications, and purple for recycled water applications.

2. Valve boxes used on recycled water systems shall be permanently colored purple through the manufacturer. Boxes painted purple will be rejected.

3. Label lids using heat branded identification, T:Turf, S:Shrubs, B:Bubblers C. Controller station identification number shall be standard yellow tags with permanent numbers by Christy or accepted equal.

2.12 Root Watering System
A. Provide pre-manufactured root watering system.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 84 00: Irrigation System

1. Pressure compensating bubbler. See irrigation sheets for flow rates.

2. Check valve where applicable to prevent low head drainage.

3. Swing joint assembly

4. Locking grate top on semi-rigid mesh tube. Use purple grate for Recycled water systems

5. Filter fabric sleeve

2.13 Irrigation Heads
A. All irrigation heads shall conform to type, size, precipitation rate, gallons per minute discharge, pressure and throw radius as shown on the Plans, unless otherwise accepted in writing.

B. In all available models, all irrigation heads shall have stainless steel risers, unless otherwise approved in writing.

C. For recycled water applications, irrigation heads shall be colored purple, have debris pocket, and wiper seals with 3 touch points.

D. Irrigation heads shall have built-in pressure regulation for pop up sprays and/or water-efficient heads.

E. Include built-in check valve where applicable to prevent low head drainage.

2.14 Drip Irrigation
A. Sub-surface dripline.

1. Flexible polyethylene tubing shall have factory-installed pressurecompensating, inline emitters spaced evenly per listed spacing.

2. Emitter shall incorporate elemental or ionic copper root intrusion prevention technology, and shall be warranted by the manufacturer to be free of emitter plugging due to root intrusion for a period of fifteen (15) years minimum.

3. Emitter shall have a built-in check valve that will hold back, at minimum, an

8.5' column of water.

4. Dripline for use with recycled water systems shall be properly and permanently marked for non-potable use.

B. All fittings shall be constructed of injection molded, brown plastic having a nominal outside dimension of 17mm (0.56”). Female and male threaded ends shall be capable of mating to standard PVC pipe with tapered threads.

C. Line flushing valve

1. Valve shall be schedule 40 PVC ball valve with brass hose thread adapter.

2. Valve box shall be rigid plastic, with lockable cover by Carson Industries, LLC or accepted equal. Boxes shall be colored green in potable applications, and purple for recycled water applications.

3. Drip system operation indicator shall be Rainbird 1812 Pop-up spray body with 4-VAN nozzle set to 0-degree pattern, with Rainbird SA-125050 swing assembly and XFF-TFA barbed bt ½” FIPT fitting, or accepted equal.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 84 00: Irrigation System

D. Pressure Regulating Filters shall be Rainbird PRB Pressure Regulating Basket Filter, or approved equal, and shall include: Basket style body and jar-top cap constructed of heavy-duty glass-filled, UV-resistant polypropylene, with 150 PSI (10,3 bar) operating pressure rating. Standard 200 mesh (75 micron) filter screen constructed of stainless steel attached to propylene frame. Normallyopen in-line pressure regulating device, constructed of durable, UV resistant non-corrosive material able to accommodate an inlet pressure rating of not less than 150 PSI (10,3 bar), with preset outlet pressure of approximately 40 PSI (2,8 bar).

2.15 Thrust Blocks
A. All thrust blocks shall be concrete. The size of the blocks shall be determined by the average safe soil-bearing load of 700 lbs. per square foot.

B. Polyethylene sheeting at thrust blocks shall be 6mil.

2.16 Quick Coupler Valves
A. For recycled water, quick coupling valves shall be Rainbird #44NP lockable or accepted equal. All quick coupling valves shall be:

1. brass or bronze with one (1) IPS female pipe connection,

2. two piece body with a removable upper portion (for replacement), and

3. durable yellow covers for potable and purple covers for recycled water.

B. Valve keys shall be brass or bronze and shall be of the same manufacturer and size as the valve.

C. Valve box shall be rigid plastic, a minimum of ten inches (10”) in diameter with lockable cover by Carson Industries, LLC or accepted equal. Boxes shall be colored green in potable applications, and purple for recycled water applications.

D. Where recycled water is used, conform to the City of Roseville Design and Construction Standards.

2.17 Manual Valves
A. For pipe four inches (4”) and larger gate valves shall be:

1. located where shown on the Plans,

2. flanged with Class 125 cast iron body,

3. bronze trimmed with a non-rising stem,

4. square operating nut,

5. able to withstand a cold water pressure of 150 pounds per square inch, and

6. sized to match the pipeline which the valves serve, unless otherwise shown on the Plans.

B. For pipe three inches (3”) or smaller and on pipes which feed directly into a remote control valve, ball valves shall be installed and shall:

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 84 00: Irrigation System

1. allow for manual operations,

2. rapid on/off , drip-tight shut-off control,

3. be constructed of bronze or brass with heavy-duty handle,

4. operate up to 22 gallons per minute,

5. operate between 15 and 150 pounds per square inch, and

6. be sized to match the pipeline which the valves serve, unless otherwise shown on the Plans.

C. Valve box shall be rigid plastic, a minimum of ten inches (10”) in diameter with extensions and lockable cover by Carson Industries, LLC, as shown on the Plans or accepted equal. Boxes shall be colored green in potable applications, and purple for recycled water applications.

2.18 Automatic Irrigation Controller
A. Automatic controllers shall be Calsense CS3000 or accepted equal. Each controller shall include:

1. CS3-## – Calsense (##) Station Base Model,

2. FM-U – Flow Meter (Ultrasonic),

3. -S1– Stainless Steel Enclosure with 1 hole for Stubby Antenna.

4. CS3000 Transient Protection

5. TP-110 – AC Line Protection,

6. GR-STUBBY – Antennae w/2ft cable

7. On/Off Switch

8. GFI electrical outlet inside enclosure.

B. Third-Party Communications hardware required:

1. Sierra Wireless AirLink RV55 LTE-A PRO Router (#1104303)

2. Router AC Adapter (#2000579)

3. AT-5 (or higher) Ethernet Cable - 1ft (#A3L781-01-BLU) C. Communication wire between controllers, when required, shall be Paige Cable P7171D or accepted equal.

2.19 Control Wires
A. Direct burial solid copper wire AWG-U.F. 600 volt.

B. Common wire and two spare wires shall be minimum #12-gauge.

C. Pilot wires shall be red, minimum #14-gauge. Wire gauge shall be, at minimum:

Wire Gauge #14 #12 #10 #8
Max. Distance (ft.) 2,500 3,250 4,000 4,800
D. Splices:

1. Wire connections at remote control valves only shall utilize 3M direct bury splice kit model #DBY (yellow) or model #DBR (red).

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 84 00: Irrigation System

2. All other splices, including line splices, connections to flow meters and other sensors, shall utilize 3M Scotchcast 3570G Connector Sealing Packs, no known equal.

E. Wiring colors shall be:

USE COLOR
Flow Yellow
Master Blue
Pump Black
Valves Red
Common White
Spare Orange
Tracer Green

2.20 Sleeves
A. Schedule 40 PVC 1120-1220 and two times the diameter of the pipe to be accommodated by the sleeve, one (1) for control wires and one (1) for main line, and one (1) for lateral lines.

B. Maximum one (1) line per sleeve.

C. Add one (1) spare, same size as largest.

2.21 Tracer Wire
A. Insulated solid copper wire, minimum #12 gauge. Color shall be green.

PART 3 - EXECUTION

3.01 Site Conditions
A. Prior to start of irrigation work, review the site conditions to verify that stub- outs, points of connections, sizes of the points of connections, water pressure and other essential items necessary for irrigation work to commence are as shown on the Plans and as indicated in the Specifications.

B. Notify the Inspector immediately of any existing conditions which are unacceptable for the commencement of irrigation work.

3.02 Coordination of Work
A. Coordinate all work with other trades.

B. The irrigation plan is diagrammatic. Whenever possible, locate all pipes in planted or turf areas. Do not scale off of the Plans. Where field conditions have changed, notify the Inspector immediately.

3.03 Excavation and Trenching
A. Trenches shall be dug straight and in such a manner as to completely support the pipe continuously along the bottom of the trench. In rocky conditions, overexcavation and placement of clean bedding material may be required to ensure

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 84 00: Irrigation System

protruding rocks do not place undue stress on pipes. Trench layout shall follow that shown on the Plans, except where accepted by the City.

B. The following minimum cover shall be provided for pipe:

Pipe Type Minimum Cover
Pressurized Mainlines 24”
Non- Pressurized Lateral Lines 18”
Domestic Water Lines 24”
Control wires 24”
PVC Sleeves under Paving 18”
PVC Sleeves under Auto X-ings 24”
C. Install detection wire, looped in and out of valve boxes and attached to all irrigation mainlines.

D. High voltage wires shall not be installed in the same irrigation water line trench.

3.04 Testing and Flushing
A. Pressure Testing shall occur only when the following conditions can be fulfilled:

Item Description Condition
Quick coupler valves Installed and capped
Electric remote control valves Installed
Flow valve Installed and open
Ball/Gate valves Installed and open
Lateral lines Disconnected
Welded PVC joints Cured at least 24 hours
Pipe Center loaded with backfill
Concrete Thrust Blocks Installed and cured at least 48 hours Couplings and fittings Exposed
Detection wire Installed
B. A pressure gauge shall be installed at the lowest point of the line. Continuous pressure shall be applied at a rate of 125 psi for all mainlines. The pressure shall remain stable for a minimum of two hours with no detectable leakage.

Upon completion of the test, a complete examination of the line shall be conducted by the City. Leaks resulting from the test shall be repaired and the line shall be re-tested. This process shall be repeated until the line passes the leakage test.

C. All lines and risers shall be flushed prior to final installation of irrigation heads.

All control valves shall be left open during the flushing process.

3.05 Backfilling and Compacting
A. Backfilling of trenches shall not occur until all tests and reviews have been performed. See inspection record contained in the Parks Construction Standards, latest edition. Any trench that is prematurely backfilled may be required to be re-dug for review.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 84 00: Irrigation System

B. Compaction of the trenched areas shall meet the following compaction rates of 95% in areas to receive paving and 85% in areas to be planted.

C. Do not flood trenches unless otherwise accepted by the City.

D. Sunken trenches shall be re-finished flush with the adjacent grades.

3.06 Backflow Prevention Device and Enclosure
A. Install per local codes and manufacturer’s instructions.

B. When the flow meter is installed above grade, install a backflow prevention device enclosure with lockable gate.

3.07 Flow Meter Installation
A. Install per local codes and manufacturer’s instructions.

B. All flow meters shall be installed in ground.

C. Install 3/4" conduit from irrigation controller to flow meter valve box. Install a pull box every 100’.

D. Valve box lids shall be permanently marked identifying FM for flow meter and MV for master valve and GR for grounding rod with heat branding using stencils in a uniform location on all boxes throughout.

3.08 Booster Pump Installation
A. Install per local codes and per manufacture's instruction.

B. Furnish wires and conduits to connect electrical power, and 24-volt pump start controls to the VFD panel located inside the VFD panel
C. Ductile iron plumbing from the flanges above ground to the mainline.

D. Install level concrete housekeeping pad for the pump enclosure per plans, 4" thick, 1"above ground, with 1/2" tool edges
E. Trust blocks to be installed per pump manufacturer’s and landscape architect’s requirements.

3.09 Pipe Installation
A. Install irrigation pipe in planted areas whenever possible.

B. All pipe and fittings shall be cleaned and free from dirt, dust and moisture.

C. Pipe may be assembled along the trench at grade to avoid undue strain on the pipe or the fittings. All solvent weld connections shall be primed before applying glue. Snake the pipe within the trench to compensate for expansion and contraction.

D. All PVC pipe and metal valve connections shall be made with threaded fittings consistent with drawings PK-15 and PK-16 of the City of Roseville Parks Construction Standards.

E. All PVC-to-PVC threaded connections shall be made with Teflon tape.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 84 00: Irrigation System

F. Install concrete thrust blocks in locations where rubber gasketed irrigation mainlines change directions, e.g. ells, tees; as required on other lines and fittings; and at the termination point of the mainline. Do not conduct a pressure test within 48 hours of the thrust block pours. The size of the thrust blocks shall be per manufacturer’s instructions and shall be adequate in size to absorb thrusts up to the maximum internal water pressure. Refer to 3.18 Thrust Blocks.

G. Use glued fittings for all connections inside of a sleeve and within 20’ of a sleeve.

H. When multiple pipes are in the same trench, provide a minimum 2” horizontal separation between pipes, or equal to diameter of pipe, whichever is larger. Do not stack pipes vertically.

3.10 Electric Remote Control Valves
A. Install per local codes, manufacturer’s instructions, City of Roseville Design and Construction Standards and as shown on the Plans.

B. Install one (1) electric remote control valve per box and whenever possible, group valve boxes together. Align boxes in a straight and neat row and flush to finish grade. Provide a minimum of six (6) inches between boxes.

C. All valves shall be tagged for easy identification of valve number. Valve box lids shall be permanently marked identifying valve number and controller letter with heat branding using stencils in a uniform location on all boxes throughout.

D. Each valve shall be separately saddle tapped. Manifolded valves shall be rejected.

E. Locate valve boxes outside of turf areas, adjacent to paving, i.e. sidewalks, hardscape, etc. except where shown on the Plans.

F. Provide a minimum of eighteen (18) inches of a complete set of spare control wires, looped, within all control valve boxes.

3.11 Irrigation Heads
A. Install all heads where shown on the Plans and as specified herein.

B. Turf rotary pop-up heads shall be placed two (2) inches from any edge of adjacent walkway, concrete mow band, concrete curb, header board or other hardscape edging, or as required by current WELO regulations.

C. Rotary pop-up heads shall be installed flush with the top of finish grades of turf or planting areas.

D. Sprinkler head riser nipples sizes shall match or be the same as the riser opening of the sprinkler body.

E. Install sprinkler heads with internal check valves where heads are located in low drainage areas, i.e. bottom of berms, bottom of drainage swales, toe of slopes, etc.

F. Install all heads perpendicular to ground surface with an offset from the edge of pavement as indicated in the details.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 84 00: Irrigation System

3.12 Drip Irrigation
A. Drip irrigation is to be installed in a grid pattern layout of equal spacing between rows, unless otherwise noted on approved plans.

B. All drip irrigation shall be installed sub-surface, per manufacturer’s specifications. Staple all tubing to soil at 5 feet on-center spacing prior to backfilling.

C. Drip line shall be installed prior to plant installation, with the exception of 15- gallon and larger plant container sizes, which may be installed first at the discretion of the contractor.

D. Line Flushing Valves are to be installed below grade, as detailed, in a valve box with bolt-down lid to allow for periodic inspection and flushing.

1. Minimum of One (1) Line Flushing Valve shall be installed for every fifteen (15) GPM of zone flow, and at every termination point within a zone, and shall be installed at a point farthest away from the source (typically on an exhaust header) as possible.

E. Pop-up drip system operation indicators shall be placed within eighteen inches (18”) of each Flush Valve and shall not be placed such that it will be obstructed by vegetation. Place minimum twelve (12) inches from adjacent hardscapes.

F. If required, Air/Vacuum Relief Valves shall be installed below grade in valve boxes to allow for periodic inspection.

G. Valve box lids shall be permanently marked identifying LF for Line Flush valve and AR for Air/vacuum Relief with heat branding using stencils in a uniform location on all boxes throughout.

3.13 Quick Coupler and Gate Valves
A. Install per local codes and manufacturer’s instructions.

B. Locate valve boxes flush with finish grade, twelve (12) inches from walkways, curbs, header boards, etc., and within planted area whenever possible.

C. Install one (1) valve per box.

D. For quick coupler valves, install at 100 feet on center to the extent possible.

Provide a 24” steel support staked adjacent to the riser using two (2) stainless steel clamps.

E. For gate valves, install at locations indicated on the Plans.

F. For valve boxes installed below grade, provide 3M ball markers.

G. Valve box lids shall be permanently marked identifying GV for gate valve and QC for quick couplers, and SB for splice boxes with heat branding using stencils in a uniform location on all boxes throughout.

3.14 Automatic Controller
A. Install per local codes and manufacturer’s instructions within the specified enclosure.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 84 00: Irrigation System

B. Provide single Paige Cable P-7171D installed in conduit between all controllers.

C. Provide all necessary wiring for a complete installation between the controller and the valves.

D. Above grade wiring shall be installed in metal conduit, unless otherwise accepted. Securely mount conduit onto enclosure or wall and paint to match the adjacent surface.

E. Provide a grounding rod and bonding for each enclosure as required for lightning protection. Grounding rod shall be consistent with drawing PK-1 of the City of Roseville Parks Construction Standards. Install separate grounding rods for each enclosure where bonding is impractical.

F. Label each controller, using permanent markings, with the letter identification indicated on the Plans. Affix label on the inside of the controller cabinet door.

G. Install 110V outlet (GFIC) inside controller enclosure.

H. Provide two (2) reduced as-built irrigation diagrams, laminated and colorcoded indicating controller letter, valve/station numbers, valve size, operating pressure, gallons per minute and type of planting for each valve. See Section 01 10 00: Summary of Work 1.15B.

I. Ground test to be conducted after installation. Test results shall not exceed 25 ohms.

3.15 Control Wires
A. Wherever possible, install control wires in common trenches with mainline. The wires shall be taped in bundles at ten (10) feet on center and laid to the side of the pipe. Provide slack between ties to allow for contraction.

B. Wire valve to controller as shown on the plans.

C. Where runs are long, provide an extra three (3) feet of extra ground and control wires looped at 200’ intervals. Snake wires within trenches to allow for contraction.

D. Line splices shall occur in valve boxes at grade, label and allowed only on lengths greater than 2500’. Show locations on as-built plans.

E. Do not wrap wire around pipe or allow any wiring to be placed in concrete or concrete thrust blocks.

F. Install two (2) spare wires starting from the controller, looped to each valve box to the furthest valve box, without splices.

3.16 Tracer Wire
A. Install tracer wire on top of the mainline.

B. Provide a twelve-inch (12”) loop in and out of each valve box. Solder all splices.

C. Where potable water lines are placed in a separate trench, install a tracer wire on top of the potable water line.

D. Tracer wire shall be tested during review and pressure test of the mainline.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 84 00: Irrigation System

3.17 Sleeves
A. Install sleeves under all pavement and as shown on the Plans.

B. Install sleeves at the depths indicated in Section 3.03B above.

C. Extend sleeves a minimum of twelve (12) inches beyond the edge of pavement.

D. At every sleeve location installed in roadways, provide a spare PVC sleeve capped at each end and marked with a 3M ball marker.

3.18 Thrust Blocks
A. Install polyethylene sheeting between mainline and concrete.

B. Thrust blocks shall be formed against a solid trench wall. The thrust block cavity shall be in undisturbed soil or previously placed compacted backfill that yields an acceptable allowable bearing pressure.

C. Concrete thrust blocks shall not be poured on valve wires.

3.19 Cross Connection Testing for Recycled Water Systems A. The Recycled Water System shall be tested for cross connection in accordance with Uniform Plumbing Code Appendix J prior to use.

B. All testing of Recycled Water Systems must be performed utilizing a potable water source via a construction water connection per City of Roseville Construction Standards. No Recycled Water may enter a Recycled Water System until all testing is successfully completed.

C. At the time a cross connection test is to be performed, construction on both the Potable and Recycled Water Systems being tested must be complete and both systems fully operational and functioning as designed.

D. Cross connection testing shall be performed in the system by City forces with the assistance of the contractor. The test must be coordinated through the Parks Department Inspector. Forty-eight (48) hours’ notice is required before the test. Depending on complexity of the site, a preliminary field meet may be required.

3.20 Coverage Test
A. Prior to planting, the Contractor shall perform a coverage test to confirm that water coverage is complete and adequate, and produces no overspray onto hardscapes. Irrigation pressure readings at the head or emission device may also be taken as part of the coverage test to confirm adequate system hydraulics.

B. The coverage test shall be performed on the entire irrigation system and shall be performed in the presence of the Parks Inspector. The irrigation system must be connected to the City water system through the water meter.

Temporary connections are not allowed. On recycled water systems, the

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 84 00: Irrigation System

coverage test shall take place only after successful completion of the crossconnection test, with the recycled water meter in place.

C. On Park projects containing turf, a comprehensive survey of the Distribution Uniformity (Low Quarter) of each irrigation zone containing turf shall be performed by a third-party, certified irrigation auditor prior to planting of turf.

The irrigation system must be 100% complete, including functionality of the irrigation controller and booster pump, if present. The irrigation auditor shall prepare and submit a report listing each zone’s Distribution Uniformity, including actual mapping data of individual catch cans recorded on irrigation plan sheets, and noting any potential deficiencies in the system leading to any inadequate findings. Reported deficiencies in Distribution Uniformity will be evaluated by the Project Manager and may require corrective measures prior to approval of turf planting. Deficiencies caused by improper installation shall be corrected at no additional cost to City.

3.21 Irrigation Audit
A. A landscape irrigation audit shall be performed after all landscape and irrigation is installed. The irrigation system must be 100% complete, including functionality of the irrigation controller and booster pump, if present.

B. All landscape irrigation audits shall be conducted by a third party certified landscape irrigation auditor. Landscape audits shall not be conducted by the person who designed the landscape or installed the landscape.

C. The water audit shall conform to the specific water audit requirements of the City of Roseville Environmental Utilities Department, and any supplemental requirements from the City of Roseville Parks, Recreation & Libraries Department. The contractor shall submit a comprehensive landscape irrigation audit. This shall include, but is not limited to:

1. A completed Irrigation Audit Report-(City of Roseville provided forms only)

2. Complete system evaluation, including site conditions, system and flow data.

3. Scheduling parameters used to set the irrigation controller.

4. An Irrigation schedule for the landscape provided to the owner.

D. A minimum of 25% of all zones shall be audited. The 25% minimum shall be a representative sample of each irrigation method present (i.e. Rotors, bubblers, rotary nozzles, drip, etc.), and is in addition to any turf zones audited during the coverage test.

E. Any deficiencies noted in the audit report such as, but not limited to, run-off, overspray, obstruction of spray patterns, etc., shall be corrected and signed off as such by the original irrigation auditor prior to submission of the report. Do not submit audit reports with uncorrected deficiencies.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 84 00: Irrigation System

3.22 Clean Up
A. Each phase of work shall be immediately cleaned up. Excess equipment, material, etc., shall be legally disposed of and removed from site. All concrete, asphalt and/or decomposed granite paving shall be kept free of soil. Damage to such surfaces shall be immediately repaired to the satisfaction of the City.

PART 4 - GUARANTEE

4.01 General
A. Contractor shall provide a written guarantee covering all materials, equipment and workmanship furnished by him to be free of all defects after installation is accepted, including all defective parts that may have been found.

B. All paved areas shall be swept clean and planted areas shall be weed-free.

C. All irrigation heads shall be properly adjusted. Debris and refuse shall be removed from site prior to inspection.

4.02 Pre-Final (Punch List) Review
A. See Section 01 10 00 1.16 - Summary of Work for notification process.

4.03 Establishment
A. Full automated utilization of the irrigation system shall be included as part of the maintenance of the project. See Section 329000: Planting for additional information.

B. Program and utilize the establishment schedule as submitted with the turn-in items.

C. Contractor to run the system in “quantity” mode or “time plus flow” for a minimum of one (1) week.

D. Check the irrigation system weekly to ensure proper operations. Make all necessary adjustments, including watering schedule to ensure proper and healthy plant growth. At no time shall pools of water be present within any part of the project. Conversely, at no point shall dry or under-watered spots be visible upon inspection. Improper irrigation management resulting in flooding or dry conditions to the detriment of plant material may constitute an extension of the establishment period, at no additional cost to the City.

4.04 Final Review
A. The Contractor shall demonstrate to the City, valve by valve, the entire irrigation system to be operable. All heads shall be adjusted/flushed and all drip zones shall be flushed prior to the on-site review. Any item requiring adjustments shall be completed immediately and to the satisfaction of the City.

B. Provide necessary training to City staff in the proper operations and maintenance of the booster pump.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 84 00: Irrigation System

C. The date of final acceptance by the City Council or the recordation of the property transfer shall signify the start date of the warranty period. Final acceptance shall include the project in total and will not segregate any specific item or trade included in the construction of the project.

END OF SECTION

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 90 00: Planting

SECTION 32 90 00

PLANTING
PART 1 - GENERAL

1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Supplemental Conditions shall be in addition to the standards provided herein.

1.02 Description
A. Furnish all labor, materials and equipment for the complete installation of landscape items, including all trees, shrubs, groundcovers and turf; maintenance for the establishment of new plant materials; and all necessary appurtenances for proper planting, noted or implied, as shown on the Plans and as specified herein.

1.03 Related Work
A. Section 31 20 00: Earthwork
B. Section 32 84 00: Irrigation System

1.04 Quality Assurance
A. Provide an experienced foreman who shall directly supervise the work force during all work to be performed under this contract. The foreman shall be present during the time when work is to be performed.

B. Plant material shall conform to current “American Standards for Nursery Stock” and the State of California Grading Code of Nursery Stock, No. 1 grade. Use only nursery-grown stock.

C. All plant material shall be certified free of plant diseases and insect infestations from the County Agricultural Commissioner as required by law. Each shipment of plant material shall be required to have clearance certificates.

D. Prior to planting, a soils fertility test/analysis shall be conducted by an accepted and qualified testing laboratory. Test results shall contain existing nutrient levels, soil texture, cation exchange capacity, soluble salts, pH levels, infiltration rates and recommended soil amendments/fertilizers to ensure proper growth of the specified plantings.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 90 00: Planting

1.05 Submittals
A. Submittals for specified items are not required; however, submittals are required for any proposed substitutions or deviations from the Plans or Specifications. Additionally, submittals are required for the specific items listed below. The Contractor shall submit a materials summary sheet indicating which items will be installed as specified and which items are proposed for substitutions. The Contractor shall submit proof of order within ten (10) working days of the Notice to Proceed, indicating all specified materials have been ordered, noting “as specified” or “substitution proposed”. Submittals are required on the following items:

1. Bark mulch material,

2. Certificates of compliance for turf seed mix, soil amendments, fertilizers and hydroseed mix,

3. Sod-grown turf,

4. Soils test with soil amendment recommendations.

5. Trees
a) Submit for approval, plant sources including the names of nurseries proposed as sources of acceptable trees, and a list of the trees they will provide. The plant list shall include the botanical and common name and the size at the time of selection, including basal caliper and height. b) Submit all requests for substitutions of plant species or size for approval.

Request for substitution shall be accompanied with a list of nurseries contacted in the search for the required plant and a record of other attempts to locate the required material. Requests shall also include sources of plants found that may be of a smaller or larger size, or a different shape or habit than specified, or plants of the same genus and species but different cultivar origin, or which may otherwise not meet the requirements of the specifications, but which may be available for substitution.

1.06 Soil Testing
A. Native soil and in-place topsoil shall be tested for amendment determination.

Soil Tests shall include soil texture, macro nutrients, micro nutrients, lime, base saturation, pH, sodium, boron, salinity, Cation Exchange Capacity (CEC), and Organic content.

B. Submit soils report for review and approval after completion of grading operations. Soil Testing shall be performed by an agriculture-based lab, with detailed, written recommendations for soil amendments and fertilizers specific to ornamental landscape plants and turf.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 90 00: Planting

1.07 Product Delivery, Handling and Storage
A. All materials shall be delivered bearing nursery label with botanical, common names, including cultivars.

B. Carefully handle plant material to ensure that limbs are not broken during the planting or storage of the material.

C. Store plant material in a covered area on-site, protected from inclement or hot weather on-site. Keep root balls moist by frequent watering (during hot weather) of all accepted stock until such time as planting occurs.

1.08 Inspection of Plant Material
A. Notify the Project Manager a minimum of 48 hours prior to date of delivery. All plant material is subject to inspection at the time of delivery. A sample number of plants will be inspected for the following items:

If the sample.... then the plant shall be...
is healthy, shapely and well rooted accepted.
bears a strong central leader accepted.
is wilted, wind-blown or sunburned rejected.
is root-bound, restricted or deformed rejected.
does not bear a strong central leader or
has been severely pruned back
rejected.

B. Stock to be consistent with CALFIRE Nursery/Tree Quality Cue card and Root Management Cue Card. Inspector may require contractor to remove tree or plant stock from plant containers to examine roots.

C. 15 gal tree needs to have at least 1” in basal caliper, a 24” box tree needs to have at least 2” in basal caliper, a 36” box tree needs to have at least 3” in basal caliper. Basal caliper is measured as 6” above the ground.

D. Based on the sample inspection, the Project Manager or Inspector reserves the right to reject any or all of the plant material delivered. All rejected plant material shall be immediately disposed of off-site.

1.09 Record Drawings
A. The Contractor shall keep an accurate record of the as-built conditions of the landscaping. These records shall be updated daily and kept at the construction site. At any time, the Inspector may examine the conditions of the “as-builts” to ensure compliance of the above.

PART 2 - PRODUCTS

2.01 Plants
A. The material to be planted shall conform to that indicated on the plans, unless otherwise accepted. The quantity shown on the Plans is approximate and is

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 90 00: Planting

furnished for convenience only. Verify all quantities prior to ordering plant material.

2.02 Turf
A. Turf shall be seed and sod.

B. Seed –

1. 98% pure, weed-free mixture with a minimum of 95% germination. Deliver on-site unopened and in the original containers.

2. 100% Turf Saver RTF (Rhizomatous Tall Fescue) by Barenbrug or accepted equal.

3. Rhyzome – Active Tall Fescue Blend by Pacific Coast Seed or accepted equal:
34% Traverse Turf-type Tall Fescue
33% 3rd Millennium Turf-type Tall Fescue
33% Rhambler Turf-type Tall Fescue

4. Turf seed mix shall be Blue tag certified.

C. Sod – Tall fescue blend with named, improved turf-type varieties only. Blend shall contain a minimum 25% Lateral Spread, Rhizomatous, or Self-Repair type tall fescue. Sod shall be non-netted, and contain no more than 10% Bluegrass.

D. Bioretention Sod – see plans.

E. Seed / Sod must be submitted and accepted by the Project Manager prior to ordering.

2.03 Soil Amendment
A. As recommended by soils test report.

2.04 Mulch
A. Regular “Walk-on” fir bark as manufactured by Redi-Gro Corporation, Sacramento, CA (916) 381-6063, Mallard Creek, Inc, Rocklin, CA (916) 645- 1681, My Bark Company, Inc., Linden, CA (209) 649-4250 or accepted equal.

B. Decorative bark, shredded lumber or saw dust, and construction debris are not permitted. The mulch must be free of needles.

2.05 Topsoil
A. Stockpiled, on-site material.

B. Imported topsoil shall be natural, friable, well-draining, free from admixture of subsoil and foreign objects larger than one inch (1”) in diameter, free from toxins or any other harmful substance which may deter healthy plant growth.

C. Perform a soils test for all imported soil. Soil test shall comply with Section 1.06.

Submit soils report for review and approval prior to import activities.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 90 00: Planting

2.06 Pre- and Post- Emergent Herbicide
A. Clean, and non-staining. Consult with a pesticide specialist.

2.07 Tree Stakes and Ties
A. Trees furnished in #15 nursery containers require 2” diameter stakes. Trees less than 8' in height require an 8' stake; trees 8' or greater in height require a 10' stake. Stakes shall be pine or Douglas fir (pressure or non-pressure treated).

B. Trees furnished in 24” boxes or larger require 3” diameter by 10’ long stakes.

Stakes shall be, pine or Douglas fir (pressure or non-pressure treated).

C. Tree ties and Tree Guying shall be Super Tree Tie, bursting strength 300psi, tensile strength 300lbs , 1” vinyl impregnated Nylon, waterproof, Manufactured by: Arthur Enterprises. Cut to length. Color to be Green.

2.08 Native Broadcast Seed
A. Where required, broadcast seed shall be applied as follows:

1. Upland areas
Elymus glaucus (Blue Wildrye) 10.0 lbs/acre
Nassella pulchra (Purple Needlegrass) 9.0 lbs/acre
Nassella cernua (Nodding Needlegrass) 6.0 lbs/acre
Melica caljfornica (Californiameljc) 3.0 lbs/acre
Vulpia microstachys (Small Fescue) 3.0 lbs/acre
Poa secunda (Native Pine Bluegrass) 3.0 lbs/acre
Bromus carinaws (California Brome) 2.0 lbs/acre

2. Channel / Wetland Edges (bottom to 3’ above high water level) Elymus trachycaulus (Slender Wheetgrass) 12.0 lbs/acre
Hordeum brachyantherum (Meadow Barley) 10.0 lbs/acre
Leymus triticoides 'Yolo' (Creeping Wildrye) 8.0 lbs/acre Agrostis exarata (Bentgrass) 3.0 lbs/acre
Elymus glaucus (Blue Wildrye) 5.0 lbs/acre

3. Wildflowers (addition to seed mix(es) above, if specified) Clarkia amoena (Farewell to Spring) 0.5 lbs/acre
Eschscholzia caljfornica (California Poppy) 2.0 lbs/acre Lupinus nanus {Sky Lupine) 3.5 lbs/acre
Nemophila menziesii (Baby Blue Eyes) 1.5 lbs/acre
Lasthenia californica (Common Goldfields) 1.5 lbs/acre
B. Areas with sandy, dry soil shall receive: Zorro Annual Fescue 6 lbs/acre, Rose Clover 9 lbs/acre

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 90 00: Planting

C. A fertilizer consisting of 15-15-15 shall be applied at a rate of one half pound per 1,000 square feet. Fertilizer shall be Natural-based, slow release, and balanced in N, P, & K.

D. Seed for creek banks shall conform to the latest requirements of the California Department of Fish and Game.

PART 3 - EXECUTION

3.01 Site Preparations
A. Prior to start of landscaping work, review the site conditions to verify that final grades have been established, plant/turf beds are weed free, and the irrigation system is operational as shown on the Plans and as indicated in the Specifications.

B. For landscaping within all street right-of-ways, conduct a soils analysis test of the existing soils and remove all lime-treated soils, aggregate base or other non-organic material to a minimum depth of two feet before planting or irrigation installation. Import topsoil to bring the finish grade to specified grades. Submit the soils analysis test results of the imported material prior to import.

C. Notify the Inspector immediately of any existing conditions which are unacceptable for the commencement of landscaping work.

3.02 Coordination of Work
A. Coordinate all work with other trades.

3.03 Preparation of Planting and Turf Areas
A. Upon completion of grading and underground activity, Contractor shall obtain a soils test as outlined in 1.06.

B. Place stockpiled topsoil in all areas to receive planting or turf to a minimum depth of twelve inches (12”).

C. Rip topsoil surface in two directions to a minimum depth of twelve inches (12”).

D. Spread soil amendments at the rates indicated in the soils report.

E. Rototill amendments to recommended depths. Till amendments to a depth of 6” or as recommended by soils report.

F. Remove all rock and debris which are greater than ½ inch in areas to be turfed and one inch (1”) in areas to be planted.

G. All planted and turf areas to be smooth and uniform in grade as shown on the Plans.

H. Planting areas to be sloped to drain as shown on the Plans.

3.04 Storage of Plants and Trees
A. Protect materials from deterioration during delivery and storage. Adequately protect plants from drying out, exposure of roots to sun, wind or extremes of

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 90 00: Planting

heat and cold temperatures. If planting is delayed more than 24 hours after delivery, set plants in a location protected from sun and wind. Provide adequate water to the root ball package during the shipping and storage period, including weekends and Holidays.

B. Soil moisture shall be maintained above wilting point and below field capacity for the root ball substrate or soil.

C. All plant materials must be available for observation prior to planting. Any plants determined to damaged or distressed due to improper watering may be rejected by inspector and shall be replaced at no cost to City.

3.05 Plant Installation
A. Tree and Shrub Planting

1. Remove only those plants which will be planted the same day. Place such plants in the proposed locations for review and accepted by the City prior to actual planting. Notify the Inspector a minimum of 48 hours prior to day of planting.

2. Dig planting pits as shown on the Plans and as shown in the Parks Construction Standards. Scarify the sides and bottom of pit to prevent glazing. Fill pit completely with water and allow the water to completely drain from the pit prior to actual planting.

3. Relocate any plantings taller than 6” in height that fall in front of any irrigation head in order to ensure proper coverage of the irrigation system.

4. For pits that retain water, completely penetrate the hardpan layer at the bottom of the pit and backfill with topsoil. Fill pit with water to test and ensure proper drainage.

5. Prior to tree planting a central leader needs to be established by structural pruning, as necessary. Codominant leaders need to be removed or suppressed by structural pruning. Refer to the CALFIRE "Tree Training", "Tree Planting", and "Tree Quality" cue cards and "Tree and Plant Root Management Standard and Quality Expectations" contained in Section 5 of these Standards.

6. Plants shall be removed from their containers only at the time of placement within the plant pit. Perform root pruning on all four sides of the root ball by shaving and cutting away the root ball periphery to reduce the amount of circling roots. Starting from the top and then cutting/slicing down to the bottom of the root ball. On a 15 gal container at least 1-1.5 inches of the root ball periphery needs to be removed by slicing or shaving. On a 24” and 36”box tree at least 2 inches of the root ball periphery needs to be removed by slicing or shaving. A sharp hand pruning saw needs to be used for the slicing or shaving of the root ball. Refer to the CALFIRE "Root Management" cue card contained in Section 5 of these Standards. This process will

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 90 00: Planting

remove many girdling and circling roots deflected by the container wall and allows for root penetration within the planting basin. Spread all roots to the side to allow proper root development. Add native backfill and amendments as shown in the Parks Construction Standards and as recommended by the soils testing laboratory.

7. Plant tree at least three inches (2”) above grade on mount to prevent bowl effect. The tree’s beginning root flare must be located at top of grade with installed sod.

8. Carefully place plant into the plant pit without damaging the root ball. Water the backfill until saturated. For trees, water in by hand after planting using at least ten (10) gallons of water, minimum.

9. Construct berm and place tree stakes and install mulch per the Parks Construction Standards. Mulch is required for trees within the turf area.

10.Where mowing will occur, provide an eight-foot (8’) minimum horizontal clearance between trees and other site improvements, including shrubs.

11.Tree ties should be installed via a figure eight loop and each tie shall be secured with a nail on the tree stake. Install two (2) Arbor Ties at 2/3 of tree height and two (2) Arbor Ties at ½ of tree height.

12.Tree stakes should be inserted into the ground to a minimum depth of 18".

B. Groundcover Planting

1. Place groundcover plants in neat, straight, and parallel rows, triangularly spaced as shown on the Plans and as indicated herein.

2. Start the first row of planting at a distance equal to the on-center spacing required per plan, minimum, from the edge of the adjacent hardscape, mow band or header board.

3. Groundcover shall be installed to the outside edge of the water basins of trees or shrubs.

3.06 Seeding- Turf and Native
A. Lightly scarify areas to be hydroseeded.

B. Tank, hose and associated apparatus must be thoroughly clean and free of debris or other material prior to placement/spraying of seed.

C. Hydroseed turf mix shall contain the following:

Material Application Rate
Turf Seed Per Manufacturer’s Recommendations,
see section 2.02
Wood Cellulose Fiber Mulch 60 lbs. per 1,000 SF
Binder Per Manufacturer’s Recommendation
Fungicide turf only 1/3 lb. per 1,000 SF

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 90 00: Planting

Fertilizer Per soils lab recommendation and as
approved by Parks, Recreation & Libraries
Department
Soil Conditioner Per Soil Conditioner soils lab
recommendation and as approved by
Parks, Recreation & Libraries Department
D. Blend mix in a hydraulic mixer until all material is consistently blended.

E. Apply mix at a rate of 125 pounds per 1,000 square feet unless otherwise recommended by the manufacturer.

F. Spray mixture consistently over the area to be hydroseeded. Protect adjacent areas such as paving, walls, play areas and other from overspray.

G. At the end of each day of spraying operations, clean up all areas where overspray has occurred.

H. Once seed is placed, it should not be allowed to dry out.

3.07 Sod- Turf
A. Remove all “humps” and depressions prior to sodding.

B. Keep all sod rolls shaded and moist prior to installation.

C. Do not store sod rolls more than one (1) day. Sod shall be laid upon delivery.

D. Unroll sod one at a time for immediate installation.

E. Provide tight seam between rolls of sod (less than 1/8” gaps).

F. Stagger rows so that the ends of sod rolls are stepped.

G. For turf areas where sod is partially provided, add topsoil at all transition edges to same as finish grade.

3.08 Mulch
A. Prior to placing mulch, apply post-emergent herbicide to any weeds present, per label directions.

B. Prior to placing mulch, apply pre-emergent herbicide in all planting areas, per label directions.

C. Apply three inches (3”) of mulch in all landscape planter areas.

D. Keep mulch a minimum of three inches (3”) away from the trunks of all woody shrubs and four inches (4”) away from all trees. Taper mulch profile away from this point to prevent subsequent collection of mulch against trunks.

3.09 Watering
A. Upon completion of each planting or turf area, irrigate appropriately to ensure proper health and growth.

B. Continually adjust the irrigation for plant needs regardless of air temperature.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 90 00: Planting

3.10 Clean-up
A. Upon completion of planting operations, collect and remove from site all empty plant containers, debris, rubbish and other trash.

B. Sweep clean and wash all hardscape areas.

C. Clean up shall occur, at minimum of once a week, at the end of the work week.

D. Maintain the entire site in a clean condition to the satisfaction of the City.

3.11 Pre-Final (Punch List) Review
A. See Section 011000 1.16 of the Summary of Work for notification process.

B. The following conditions must be met in order for planting to be considered towards substantial completion, as required to enter into the establishment period described in Section 011000, 1.16:

1. For seeded turf:
a. Upon completion of the second mowing of completely germinated turf.

Second mowing is defined as full coverage of turfed area 90% weed free. b. Root depth – Turf grass roots shall be healthy, creamy-white in color and be 4” or greater in length/depth as measured from the soil surface to root tip. This shall be consistent throughout turfed area.
c. Turf shall be of uniform green color with no visible signs of stress due to soil fertility, moisture, disease or pests.

2. For sodded turf:
a. Accepted installation of the sod.
b. Turf shall be of uniform green color with no visible signs of stress due to soil fertility, moisture, disease or pests.

3. For trees and shrubs:
a. Trees and shrubs shall be properly installed, and with no visible signs of stress due to soil fertility, moisture, disease or pests.

3.12 Establishment Period
A. Active maintenance is required throughout the entire establishment period:

1. Maintain turf to a height of two and one half inches (2-1/2”) for cool season turf varieties and one and one half inches (1-1/2”) for warm season turf varieties. Maintained height shall be measured from the surface of finish grade to the top of the leaf blade throughout the establishment period, and mowed as frequently as required to maintain said height. At no time shall the leaf blade be mowed or cut more than 1/3 of the length of the blade.

Root mass/depth must remain consistent as measured at the start of establishment or greater.

2. Edge all turf areas along hardscape edges.

3. Re-seed all bare areas within the turf as soon as evident.

4. Immediately replace all dead plants.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 90 00: Planting

5. As necessary, raise all trees and shrubs which have sunk within the plant pit beyond the levels indicated in the Standard details.

6. Keep all areas free of weeds, pests and disease.

7. For trees located in turf areas, maintain a circle free of turf at a distance described in the Standard details
B. Prior to the start of the final thirty (30) days of establishment:

1. All plant replacements shall be completed.

2. All plantings and turf shall be thriving and in a healthy condition.

3. The lack of active maintenance prior to the final thirty (30) days may constitute a delay in the start of the final thirty (30) days of the establishment period.

3.13 Final Review
A. The Inspector shall review the site for completion of items noted, but not limited to, “B” below. All corrective action is required to enter into the final thirty (30) days of establishment.

B. The site shall be prepared for review, by ensuring that:

1. All spray heads have been properly adjusted,

2. Dead plants have been replaced,

3. Planting areas have been weeded,

4. Turf areas have full germination, are consistent in green color and are weed-free,

5. Walkways and paved areas have been swept and washed, and

6. Turf roots meet standards outlined in 3.10
C. Failure to complete any one or all of the above items may constitute nonperformance of the final review and will require re-scheduling. In this case, the cost of the extended establishment period shall be at no additional cost to the City.

PART 4 - GUARANTEE

4.01 General
A. Contractor shall provide a written guarantee covering all plant materials (trees & shrubs) furnished by him to be free of all defects or disease and that all plants are in a healthy and thriving condition at the completion of the contract.

Deciduous plant material shall be warranted beyond the time of contract completion until such time as growth becomes evident.

B. All plants, except those provided by the City, shall be warrantied for a period of one (1) year, commencing on the date of final acceptance. The warranty shall be as outlined in Section 011000: Summary of Work, paragraph 1.19.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 32 90 00: Planting

END OF SECTION

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 33 00 00: Utilities

SECTION 33 00 00

UTILITIES
PART 1 - GENERAL

1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Supplemental Conditions shall be in addition to the standards provided herein.

C. The standards set forth in the City of Roseville Design and Construction Standards, latest edition, for storm drainage throughout the project and for sanitary sewer installations within the public rights-of-ways, easements, or as shown on the improvement plans shall be in addition to the standards provided herein.

D. The standards set forth in the latest edition of the California Building Code (CBC) for sanitary sewer installation within the project site, outside of the public right-of-way or easement shall be in addition to the standards provided herein.

1.02 Description
A. Furnish all labor, materials and equipment for the complete installation of the storm drain system and sanitary sewer pipe, and necessary appurtenances as shown on the Plans and as specified herein.

B. Submit a materials listing for review and approval prior to commencement of specified work.

1.03 Related Work
A. Section 31 10 00: Clearing and Grubbing
B. Section 31 20 00: Earthwork

1.04 Safety Requirements
A. Furnish, install and maintain required sheeting, shoring, bracing, and other methods to ensure complete and safe work environment for all workers. Upon completion of work, remove all bracing, shoring, etc. in its entirety, unless otherwise directed by the Inspector.

B. Prior to excavation or trenching, the Contractor shall contact USA Alert (800) C. 227-2600 to locate all known utilities a minimum of 48 hours prior to start of work. During the course of construction, the Contractor shall take every precaution to maintain and protect utilities noted to remain. Said utilities shall remain operational at all times, unless otherwise noted on the plans.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 33 00 00: Utilities

D. The existing utilities are shown on the Plans based on the information available at the time of contract document development. The City shall not assume responsibility for any inaccuracies or incompleteness of the Plans based on such information. The Contractor shall immediately notify, upon damage of any pipeline or facility, the Owner and/or its agents and take every action necessary to repair or replace damaged facilities to the satisfaction of the Inspector, and at no additional cost to the City.

E. Trenches, excavations and repair of pavement shall be consistent with Section 31 20 00: Earthwork.

1.05 Coordination
A. The piping system as shown on the Plans is diagrammatic. The Contractor shall make reasonable adjustments to the layout to avoid conflicts, based on actual field conditions. Said changes shall not interfere with the design intent of the system.

1.06 Tolerance
A. The allowable tolerance for the installation of pipe is 0.05 feet within grades or spot elevations indicated on the Plans.

1.07 Product Storage
A. Take every precaution to protect the materials and pipes from damage during the delivery, storage and installation of the pipe system. Store in a cool, contained area, protected from direct sunlight and per manufacturer’s recommendations. Pipe shall be supported on firm level ground at the site.

1.08 Record Drawings
A. The Contractor shall keep an accurate record of the as-built conditions of the storm drain and sanitary sewer system. These records shall be updated daily and kept at the construction site. At any time, the Inspector may examine the conditions of the “as-builts” to ensure compliance of the above.

PART 2 - PRODUCTS

2.01 General
A. All products shall conform to City of Roseville Design and Construction Standards, latest edition, except as noted below.

2.02 Drain Pipe
A. Solid drainpipe shall be PVC SDR 35 and shall conform to ASTM D1784, or accepted equal. Gasketed connections shall conform to ASTM F477.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 33 00 00: Utilities

B. Perforated drainpipe shall be smooth walled PVC, open per Caltrans Section 68-1.02K, or accepted equal.

2.03 Drain Rock
A. Drain rock shall be Class 2 washed, ¾” diameter.

2.04 Filter Fabric
A. Filter fabric shall be Mirafi 140N, or accepted equal.

2.05 Drains
A. Drain Inlets shall be pre-cast and a minimum size of twenty-four inches (24”) square or round by Jensen Precast, or accepted equal.

1. Grate shall be heavy duty, cast iron, walk-on, and bolt down.

2. Box extensions shall be Jensen Precast, or accepted equal.

3. The base shall be six inches (6”) thick.

4. Walls shall be six inches (6”) thick.

5. A “No Dumping” Metal Storm Drain Marker shall be affixed to the concrete color of each drain inlet (See Detail DR-20)

6. Contractor may install cast-in-place drain inlets in lieu of pre-cast drain inlets.

Submit shop drawings and concrete mix design for review and approval.

B. Channel Drains for baseball/softball backstop areas shall be Polycast 600 series pre-sloped trench drains with galvanized steel slotted grates or accepted equal.

C. Sanitary sewer clean outs shall be as specified in the City of Roseville, Design and Construction Standards, latest edition.

2.06 Manholes
A. Manholes shall have tongue and groove joints, be forty-eight inches (48”) minimum in diameter, meeting ASTM C-478.

B. Covers shall be cast iron.

C. All components shall conform to the City of Roseville Design and Construction Standards, latest edition.

2.07 Tracer Wire
A. Insulated solid copper wire, minimum #12 gauge. Color shall be green.

2.08 Sanitary Sewer Pipe
A. Vitrified clay pipe (VCP) shall be as specified in Section 91 Sanitary Sewer in the City of Roseville, Design and Construction Standards, latest edition.

B. PVC SDR 35 may be used for drinking fountain drain applications only, with prior approval, and shall conform to ASTM D3034.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 33 00 00: Utilities

2.09 Potable Water Warning Tape
A. On sites with both Recycled water and potable water lines. Blue plastic tape, 3 inches wide, with the words “CAUTION: POTABLE WATERLINE” imprinted in minimum 1-inch high, black letters. Imprinting shall be continuous and permanent.

PART 3 - EXECUTION

3.01 General
A. All pipes shall slope uniformly from given elevations shown on the Plans.

B. All pipes shall be accurately laid true to line and grade, utilizing accepted construction methods.

C. Damaged or cracked pipe and fittings shall not be installed and shall be removed from site.

D. Install all pipe in locations shown on the Plans, except where existing conditions necessitate minor changes.

E. All pipe and fittings shall be kept clean and closed throughout the course of construction.

F. Connections to existing sanitary sewer stubs shall be “TV-ed” and air tested prior to the start of construction per the City of Roseville Design and Construction Standards, latest edition.

3.02 Installation
A. Installation of the specified pipe lines shall conform to the City of Roseville Design and Construction Standards, latest edition.

B. Notify the Inspector a minimum of 48 hours prior to covering of work to ensure timely inspections.

C. Cutting of AC or concrete paving shall be clean, vertical and straight, using a saw, or other tool specific to this application. Replace paving to existing or better condition prior to work.

D. Trench and backfill shall be per City of Roseville Design and Construction Standards, latest edition.

E. Catch basins and drain inlets shall be installed with a concrete collar with “No Dumping” message and fish symbol depressed into the concrete or bolted in place, consistent with Drawing DR-20 the City of Roseville Design and Construction Standards, latest edition.

F. Drain inlets installed in mulched planter areas shall have a 12-inch wide collar of 2- to 6-inch river cobble placed over filter fabric.

G. Channel drains shall be set per manufacturer’s instructions. Place slotted grates along the entire length of the backstop, including wing fencing, wherever

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 33 00 00: Utilities

concrete is placed adjacent to the backstop system. Provide a below grade piped connection at all gate openings into the infield area. Do not install grated drain sections at these entry/exit points.

H. Manholes shall be per City of Roseville Design and Construction Standards, latest edition. Install grate flush with finish grade.

I. Sanitary Sewer Clean-outs shall be installed with 3M ball markers and shall be located within planted or turf areas, whenever possible. Place clean-outs at 100’ intervals throughout the project. Clean-outs shall not be located within play areas. Install per City of Roseville Design and Construction Standards, latest edition.

J. Upon completion, thoroughly flush storm drain system in the presence of the Parks Inspector.

K. Installation of PVC for Domestic Water

1. Install pipe and fittings in accordance with the requirements of UNI B-3 for the following:
a. The laying of pipe, joining PVC pipe to fittings and accessories. b. The setting of hydrants, valves, and fittings.

2. Comply with the recommendations for pipe joint assembly and appurtenance installation in AWWA Manual M23, Chapter 7, “Installation.”

3. Comply with the applicable requirements of AWWA C600 for joint assembly, and with the recommendations of Appendix A to AWWA C111.

4. Jointing:
a. Provide push-on joints with the elastomeric gaskets specified for this type joint, using either elastomeric-gasket bell-end pipe or elastomeric-gasket couplings.
b. For pipe-to-pipe push-on joint connections, use only pipe with push-on joint ends having factory-made bevel.
c. For push-on joint connections to metal fittings, valves, and other accessories, cut spigot end of pipe off square and re-bevel pipe end to a bevel approximately the same as that on ductile-iron pipe used for the same type of joint.
d. Use an approved lubricant recommended by the pipe
manufacturer for push-on joints.
e. Assemble push-on joints for connection to fittings, valves, and other accessories in accordance with the requirements of UNI B3 for joining PVC pipe to fittings and accessories and with the applicable requirements of AWWA C600 for joint assembly. f. Make compression-type joints/mechanical-joints with the gaskets, glands, bolts, nuts, and internal stiffeners previously specified for

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 33 00 00: Utilities

this type joint. Cut off spigot end of pipe for compression-type joint or mechanical-joint connections and do not re-bevel.
g. Assemble joints made with sleeve-type mechanical couplings in accordance with the recommendations of the coupling
manufacturer using internal stiffeners as previously specified for compression-type joints.

5. Pipe Anchorage:
a. Provide concrete thrust blocks or restrained joints for pipe anchorage, except where metal harness is indicated on the Construction Documents.
b. Anchorage shall be in accordance with the requirements of UNI B-3 and in accordance with NFPA 24 Standards for reaction or thrust blocking and plugging of dead ends, except that size and positioning of thrust blocks shall be as indicated on the Construction Documents.

L. Service Line Connections to Water Mains

1. Connect service lines of size shown on plans to the main with a rigid connection or a corporation stop and gooseneck. Install a gate valve on the service line.

2. Connect service lines to ductile-iron water mains in accordance with AWWA C600 for service taps.

3. Connect service lines to PVC plastic water mains in accordance with UNIB-8 and the recommendations of AWWA Manual M231, Chapter 9, “Service Connections.”
M. Installation of Backflow Preventers

1. Devices shall be installed horizontal and level, with three feet minimum clearances from obstructions.

2. Bottom of backflow device shall be 12-24” above grade.

3.03 Tracer Wire
A. Install tracer wire on top of the potable water lines B. Tracer wire shall be continuous with no splices.

3.04 Potable Water Warning Tape
A. To be used on all potable water piping installed within the same project limits as on-site recycled water piping.

B. Install plastic warning tape in pipe backfill, six inches above pipe, for the entire length of the pipe.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
Lower Bank Park
March 2025
Section 33 00 00: Utilities

3.05 Cleaning
A. Keep site clean at all times. Remove from the site all debris and rubbish and legally dispose.

END OF SECTION

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
DRAW
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

DRAWINGS
Project: __________________________

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
AB 626 - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] TEXT OF AB 626
Assembly Bill No. 626
CHAPTER 810
An act to add and repeal Section 9204 of the Public Contract Code, relating to public contracts.
[Approved by Governor September 29, 2016. Filed with Secretary of State September 29, 2016.]
LEGISLATIVE COUNSEL’S DIGEST
AB 626, Chiu. Public contracts: claim resolution.

Existing law prescribes various requirements regarding the formation, content, and enforcement of state and local public contracts. Existing law applicable to state public contracts generally requires that the resolution of claims related to those contracts be subject to arbitration.

Existing law applicable to local agency contracts prescribes a process for the resolution of claims related to those contracts of $375,000 or less.

This bill would establish, for contracts entered into on or after January 1, 2017, a claim resolution process applicable to any claim by a contractor in connection with a public works project. The bill would define a claim as a separate demand by the contractor for one or more of the following: a time extension for relief from damages or penalties for delay, payment of money or damages arising from work done pursuant to the contract for a public work, or payment of an amount disputed by the public entity, as specified.

This bill would require a public entity, defined to exclude certain state entities, upon receipt of a claim sent by registered or certified mail, to review it and, within 45 days, provide a written statement identifying the disputed and undisputed portions of the claim. The bill would authorize the 45-day period to be extended by mutual agreement. The bill would require any payment due on an undisputed portion of the claim to be processed within 60 days, as specified. The bill would require that the claim be deemed rejected in its entirety if the public entity fails to issue the written statement.

This bill would authorize, if the claimant disputes the public entity’s written response or if the public entity fails to respond to a claim within the time prescribed, the claimant to demand to meet and confer for settlement of the issues in dispute. The bill would require any disputed portion of the claim that remains in dispute after the meet and confer conference to be subject to nonbinding mediation, as specified. The bill would provide that unpaid claim amounts accrue interest at 7% per annum. The bill would prescribe a procedure by which a subcontractor or lower tier contractor may make a claim through the contractor.

This bill would require the text of these provisions, or a summary, to be set forth in the plans or specifications for any public work which may give rise to a claim. The bill would specify that a waiver of these rights is void and contrary to public policy, except as specified. The bill would also specify that it does not impose liability on a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
AB 626 - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] By increasing the duties of local agencies and officials, this bill would impose a statemandated local program.

This bill would, on January 1, 2020, repeal the provision establishing the claim resolution process.

This bill would specify that these provisions constitute a matter of statewide concern.

The California Constitution requires the state to reimburse local agencies and school districts for certain costs mandated by the state. Statutory provisions establish procedures for making that reimbursement.

This bill would provide that, if the Commission on State Mandates determines that the bill contains costs mandated by the state, reimbursement for those costs shall be made pursuant to these statutory provisions.

The people of the State of California do enact as follows:

SECTION 1. Section 9204 is added to the Public Contract Code, to read:
9204. (a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner.
(b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section:
(1) ”Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. (2) ”Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3) (A) ”Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency. (B) ”Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that department.
(ii) The Department of Transportation as to any project under the jurisdiction of that department.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
AB 626 - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] (iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department.
(iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code.
(v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority.
(4) ”Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) ”Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply.
(2) (A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
AB 626 - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so.
(e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.
(i) This section shall remain in effect only until January 1, 2020, and as of that date is

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING
AB 626 - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date.

SECTION 2.

The Legislature finds and declares that it is of statewide concern to require a charter city, charter county, or charter city and county to follow a prescribed claims resolution process to ensure there are uniform and equitable procurement practices.

SECTION 3.

If the Commission on State Mandates determines that this act contains costs mandated by the state, reimbursement to local agencies and school districts for those costs shall be made pursuant to Part 7 (commencing with Section 17500) of Division 4 of Title 2 of the Government Code.

FOR COUNCIL APPROVAL ONLY

NOT FOR BIDDING

ENVIRONMENTAL, GEOTECHNICAL, CONSTRUCTION SERVICES AND ANALYTICAL TESTING

GEOTECHNICAL INVESTIGATION REPORT
PLANNED C-63 PARK AT GRASSCREEK DRIVE &

LEMONADE LANE

ROSEVILLE, CALIFORNIA
BSK PROJECT NO.: G24000125
PREPARED FOR:

GATES & ASSOCIATES
1655 N. MAIN STREET, SUITE 365
WALNUT CREEK, CA 94596
April 23, 2024
Geotechnical Investigation Report BSK Project No. G24000125 Planned C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California Page ii
Table of Contents

1. SITE AND PROJECT DESCRIPTION............................................................................................ 1

2. SUBSURFACE INVESTIGATION................................................................................................. 2

3. LABORATORY TESTING............................................................................................................ 3

4. SITE GEOLOGY AND SEISMICITY.............................................................................................. 3

5. SUBSURFACE CONDITIONS ..................................................................................................... 4

6. CONCLUSIONS......................................................................................................................... 5

7. RECOMMENDATIONS ............................................................................................................. 6

7.1 Site Preparation and Grading........................................................................................... 6

7.2 New Utility Trench Excavation and Backfill...................................................................... 8

7.3 Foundation Recommendations........................................................................................ 9

7.3.1 Post-Tensioned Slabs.......................................................................................... 9

7.3.2 Spread Footings and Mat Foundations............................................................. 10

7.3.3 Additional Considerations for Shallow Foundations ........................................ 11

7.3.4 Shallow Drilled Piers ......................................................................................... 12

7.3.5 Additional Considerations for Drilled Piers....................................................... 13

7.4 2022 CBC Mapped Seismic Design Parameters ............................................................. 14

7.5 Exterior Concrete Flatwork and Pavers.......................................................................... 15

7.5.1 Pervious Pavers and Pervious Concrete Pavement.......................................... 16

7.6 Decomposed Granite Pathways..................................................................................... 17

7.7 Asphalt Concrete Pathways ........................................................................................... 17

7.8 Portland Cement Concrete Pavements.......................................................................... 17

7.8.1 Additional Pavement Recommendations......................................................... 18

7.9 Effect of Plants on Foundation, Flatwork, and Paver Performance............................... 18

7.10 Landscaping Irrigation.................................................................................................... 18

7.11 Site Drainage .................................................................................................................. 18

7.12 Storm Water Runoff Mitigation ..................................................................................... 19

7.13 Corrosion Potential ........................................................................................................ 20

7.14 Plan Review and Construction Observation................................................................... 20

8. ADDITIONAL SERVICES AND LIMITATIONS ........................................................................... 21

8.1 Additional Services......................................................................................................... 21

8.2 Limitations...................................................................................................................... 21 Geotechnical Investigation Report BSK Project No. G24000125 C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California Page iii

9. CLOSURE................................................................................................................................ 22 Figures and Appendices

FIGURES
Figure 1 – Vicinity Map
Figure 2 – Site Plan
APPENDIX A – Laboratory Test Results
Figure A-1 – Atterberg Limits
Figure A-2 – Unconsolidated-Undrained Triaxial Compression CERCO Analytical Results (2 pages)
APPENDIX B – Important Information About This Geotechnical-Engineering Report 3140 Gold Camp Drive, Suite 160
Rancho Cordova, CA 95670
P 916.853.9293
www.bskassociates.com
Environmental, Geotechnical, Construction Services, Analytical Testing - An Employee-Owned Company Sent via e-mail: [email protected]
April 23, 2024 BSK Project No. G24000125
Ms. Casey Case
President, RLA, Arborist
Gates & Associates
1655 N. Main Street, Suite 365
Walnut Creek, California 94596
SUBJECT: Geotechnical Investigation Report
Planned C-63 Park at Grasscreek Drive and Lemonade Lane Roseville, California
Dear Ms. Case:

We are pleased to submit our geotechnical investigation report for the planned C-63 Park at Grasscreek Drive and Lemonade Lane in Roseville, California (Site). A Vicinity Map showing the location of the project is presented on Figure 1. This report contains a description of our site investigation methods and findings, including limited field and laboratory data, and geotechnical recommendations for the project. The purpose of this investigation was to obtain and classify near subsurface soil samples to provide geotechnical recommendations for the planned improvements. The scope of services, as outlined in our proposal dated January 26, 2024 (BSK Proposal No. P24000125), included the following:
• Project setup and limited subsurface investigation,
• Laboratory testing,
• Engineering analysis, and
• Preparation of this report.

This investigation specifically excludes the assessment of site environmental characteristics, particularly those involving hazardous substances.

1. SITE AND PROJECT DESCRIPTION
The planned C-63 Park is in the northwestern portion of Roseville, California and about 800 feet southwest of the Pleasant Grove Creek channel. The approximately 2½ acres rectangular parcel is situated within a residential subdivision bounded by Treehouse Lane on the west, Lemonade Lane on the east, Grasscreek Drive on the north, and Lower Bank Drive on the south. The Site is relatively flat and covered with grass and native vegetation (see Photograph 1 below). Based on the conceptual plans prepared by Gates+Associates dated March 2024, the new neighborhood park will include typical park amenities, such Geotechnical Investigation Report BSK Project No. G24000125 Planned C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California Page 2
as a play structure, shade structures,
benches, picnic tables, a multi-purpose
play court, decomposed granite
pathways, exterior flatwork, and
landscaping.

Although grading plans are not
currently available for the project, we
anticipate that earthwork activities for
this project will be limited to cuts and
fills of 2 feet or less. Excavations for
new underground utility lines and
bioretention areas are expected to be
up to about 5 feet deep.

If the actual project differs significantly
from that described above, particularly the amount of grading anticipated, we should be contacted to review and/or revise the conclusions and recommendations presented in this report.

2. SUBSURFACE INVESTIGATION
Our limited subsurface investigation was performed on February 28, 2024, and consisted of manually advancing four (4) hand-auger borings (labeled HA-1 through HA-4) to depths of approximately 5 feet below the existing ground surface (BGS) each at the approximate locations shown on the Site Plan, Figure

2. Soils encountered in each hand auger boring were visually classified and recorded on a boring log, the results of which are tabulated in the “Subsurface Conditions” section below. The borings were logged by a field engineer from BSK and backfilled with excess soil cuttings. Relatively undisturbed samples of the subsurface materials were obtained using a hand-held sampler with a 2.0-inch stainless steel liner driven 6-inches using a hand-held slide hammer. Prior to sealing the samples, strength characteristics of the relatively undisturbed cohesive soil samples recovered were evaluated using a hand-held pocket penetrometer. These test results are shown in the tabulated boring logs presented in the “Subsurface Conditions” section of this report.

Soil classifications made in the field from the excavated materials and samples collected were reevaluated in the laboratory after further examination and testing. The soils were classified in the field in general accordance with the Unified Soil Classification System (Visual/Manual Procedure – ASTM D2488).

Where laboratory tests were performed, the designations reflect the laboratory test results in general accordance with ASTM D2487. A discussion of the subsurface conditions encountered at the Site is presented in the “Subsurface Conditions” section of this report.

The locations and elevations of the borings were estimated by our field engineer based on rough measurements from existing features at the Site and Google Earth Pro. Ground surface elevations for the Photograph 1 – Existing site conditions. Looking south from Grasscreek Drive. (Date: 02/28/2024)
Geotechnical Investigation Report BSK Project No. G24000125 Planned C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California Page 3
Exhibit 1 – Area Geology Map
borings were estimated based on Google Earth Pro. As such, the locations and elevations of the borings should be considered approximate to the degree implied by the methods used.

3. LABORATORY TESTING
Our laboratory testing program consisted of performing dry density and moisture content tests, sieve analysis, Atterberg limits, sieve analysis, unconsolidated-undrained triaxial compression (TXUU), and corrosivity testing. Most of the test results are presented on the tabulated boring logs presented in the “Subsurface Conditions” section of this report, while the Atterberg limits and TXUU results are presented graphically in Appendix A along with the corrosivity test results.

4. SITE GEOLOGY AND SEISMICITY
The Site is located along the easternmost boundary of the Pleasant Grove 7½-minute topographic map, which in turn is located along the eastern edge of the Great Valley geomorphic province of California. The Great Valley is an alluvial plain consisting of the Sacramento Valley, which is drained by the Sacramento River, and the San Joaquin Valley, which is drained by the San Joaquin River. The Great Valley is a trough in which sediments have been deposited almost continuously since about 160 million years ago from various rivers emanating from the Sierra Nevada. According to Gutierrez (20111), the project site is mapped as the upper unit (map symbol Qr3) of the middle to late Pleistocene Riverbank Formation (see Exhibit 1 below) – alluvium consisting mainly of sand and silt with areas of clay and gravel. 1 Gutierrez, C.I. (2011), Preliminary Geologic Map of the Sacramento 30’ x 60’ Quadrangle, California: California Geological Survey, Preliminary Geologic Maps PGM-11-06, scale 1:100,000.

Geotechnical Investigation Report BSK Project No. G24000125 Planned C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California Page 4
The Site is within an area with relatively low seismic activity, and the Site is not located within an AlquistPriolo Earthquake Fault Zone and no mapped active fault traces are known to traverse the Site or the City of Roseville. The nearest active seismic sources are 30 to 60 miles to the west, north, east, and southwest near Lake Oroville, Lake Tahoe, and in the Coast Ranges, respectively.

5. SUBSURFACE CONDITIONS
The table below summarizes the subsurface conditions encountered in our hand-auger borings. We generally encountered soils consisting predominantly of firm to hard lean clay and clayey sand within the upper 5 feet BGS. According to our Atterberg limits test results, the surficial soils have a low shrink and swell potential (i.e., low expansive potential) when exposed to moisture fluctuation.

TABULATED LOGS OF HAND-AUGER BORINGS
Boring
(EL)
Approx.

Depth (feet) Description Remarks
HA-1
(79)
0 to 4 Lean Clay with Sand (CL) – Dark
brown, moist, firm to hard, low to
medium plasticity, fine to medium
sand
- Performed on 02/28/2024
- At 1 foot: PP = 1.5 to 4.0 TSF, TXUU – C =
2,235 psf (see figure A-2), DD = 120 pcf,
MC = 14%
- At 3 feet: PP = 1.5 to 3.0 TSF, 74%
passing the No. 200 sieve
- At 4 feet: 40% passing the No. 200 sieve
- Terminated at approx. 5 feet
4 to 5 Clayey Sand (SC) – Yellowish brown,
moist, low plasticity, fine to medium
sand, trace fine gravel
HA-2
(81)
0 to 5 Sandy Lean Clay (CL) – Very dark
yellowish brown, moist, firm to hard,
low to medium plasticity, fine to
medium sand
- Performed on 02/28/2024
- At 2 feet: PP = 1.5 to 3.0 TSF, TXUU – C =
1,485 psf (see figure A-2), DD = 116 pcf,
MC = 16%
- At 0 to 5 feet: LL = 24, PL = 10, 51%
passing the No. 200 sieve
- Terminated at approx. 5 feet
HA-3
(80)
0 to 5 Silty Clay (CL-ML) – Dark yellowish
brown to yellowish brown, moist, firm,
low to medium plasticity, fine to
medium sand
- Performed on 02/28/2024
- At 1 foot: PP = 1.0 to 2.5 TSF, DD = 116
pcf, MC = 15%
- At 4 feet: LL = 21, PL = 7
- Terminated at approx. 5 feet
HA-4
(81)
0 to 3 Clayey Sand (SC) – Yellowish brown,
moist, fine to medium sand
- Performed on 02/28/2024
- At 1 foot: 46% passing the No. 200 sieve
- At 3½ feet: PP = 0.5 to 3.5 TSF, DD = 110
pcf, MC = 14%
- At 4 feet: 53% passing the No. 200 sieve
- Terminated at approx. 5 feet
3 to 5 Sandy Lean Clay (CL) –Brown, moist,
low to medium plasticity, fine to
coarse sand
Notes/Abbreviations:
-Depths referenced to below the existing ground surface -No free groundwater observed in hand auger borings
-Borings backfilled with soil cuttings
-LL: liquid limit
-PI: plasticity index
-EL: elevation (feet), based on Google Earth Pro
-DD: in-situ dry unit weight (pcf)
-MC: in-situ moisture content (percent)
-PP: pocket penetrometer (tons per sq. ft.)
-TXUU: Unconsolidated Undrained Triaxial Test
-C: Cohesion value from TXUU test (psf)
Geotechnical Investigation Report BSK Project No. G24000125 Planned C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California Page 5
Free groundwater was not observed within the maximum exploration depth of our hand auger borings (approximately 5 feet BGS). According to regional groundwater data from California Department of Water Resources website2, the depth to groundwater is expected to lie between approximately 90 and 100 feet BGS. It should be noted that groundwater levels can fluctuate depending on factors such as seasonal rainfall, groundwater withdrawal, and construction activities on this or adjacent properties or if water seepage from leaking pipelines or other exposed improvements within excavations is encountered.

Soil and groundwater conditions can deviate from those conditions encountered at the boring locations.

If significant variation in the subsurface conditions is encountered during construction, it may be necessary for BSK to review the recommendations presented herein and recommend adjustments as necessary.

6. CONCLUSIONS
Based on the results of our investigation, it is our opinion that the proposed project and related improvements are feasible geotechnically and that the Site may be developed as planned. This conclusion assumes that the recommendations presented in this report will be incorporated into the design and construction of this project.

The primary geologic and seismic hazard for the proposed improvements is the potential for moderate ground shaking during a future seismic event, which is typical of most of the State of California. The Site is not located within an Alquist-Priolo Earthquake Fault Zone and no mapped active fault traces are known to traverse the Site. Therefore, we conclude that the potential for fault-related surface rupture to affect the Site islow. Mitigation of ground shaking should be addressed by incorporating pertinent requirements of the 2022 California Building Code (CBC) in the design of the new structures for the project.

Other potential geologic and seismic hazards that could affect the Site are liquefaction, lateral spreading, and dynamic compaction/seismic settlement. However, these geologic hazards are beyond the scope of our investigation due to the limited nature of the planned improvements.

Specific recommendations regarding geotechnical design and construction aspects for the project are presented in the “Recommendations” section of this report. 2 https://sgma.water.ca.gov/webgis/?appid=SGMADataViewer#gwlevels Geotechnical Investigation Report BSK Project No. G24000125 Planned C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California Page 6

7. RECOMMENDATIONS
Presented below are our recommendations for earthwork, foundations, seismic considerations, exterior concrete flatwork and pavers, pathways, pavements, landscaping and irrigation considerations, site drainage, and storm water runoff mitigation as well as associated construction considerations for the planned improvements at this Site.

7.1 Site Preparation and Grading
Our general site preparation and grading recommendations are as follows:

1. The areas to be graded should be cleared of debris, significant surface vegetation and obstructions including abandoned underground pipes, foundations, and concrete slabs. Stripped surface organics should be stockpiled and may be reused only in landscaping areas or disposed off-site.

2. The root system of trees to be demolished should be removed such that there are no roots thicker than approximately 1-inch in diameter and the remaining organics are no greater than 3 percent by dry unit weight within the upper 5 feet of finished subgrade or the depth of the root ball, whichever is shallower and laterally a minimum of 5 feet beyond the limits of the improvements (defined as the outside perimeter of walls or footing outer limits, whichever results in the greatest structural envelope) and 3 feet beyond the edge of flatwork, pavers, and pavement where achievable. A BSK representative should check the excavation bottoms before they are backfilled with engineered backfill3.

3. Existing pipelines crossing the Site to be abandoned should be removed whenever feasible.

Abandoned pipes to remain should be capped at both ends if smaller than 2 inches in diameter or be filled with 1-sack sand-cement slurry if greater than 2 inches in diameter. Existing pipelines to remain, including subdrain lines, should be carefully located and protected during demolition and during construction.

4. From a geotechnical standpoint only, the on-site soils are generally suitable for re-use as general engineered fill4 provided they are free of debris, vegetation, and other deleterious matter and properly processed so that particle sizes are not greater than 3 inches in largest dimension. At least 90 percent by weight of the fill/backfill materials should be passing the 1-inch sieve. All fill materials should be subject to evaluation and approval by a BSK representative prior to their use.

If zones of loose/soft or saturated soils, including in existing fill areas, are encountered during excavation and compaction, deeper excavations may be required to expose firm soils. This should 3 “Engineered fill” is defined in this report as suitable on-site soil and imported fill that is used to backfill excavations or raise site grade and is properly moisture conditioned and compacted per the requirements of this report. The requirements for the suitability of on-site soils and import fill are provided in the “Site Preparation and Grading” section of this report.
4 “General engineered fill” is defined in this report as suitable on-site soil that is used to backfill excavations or raise site grade and is properly moisture conditioned and compacted per the requirements of this report. The requirements for the suitability of on-site soils are provided in the “Site Preparation and Grading” section of this report.

Geotechnical Investigation Report BSK Project No. G24000125 Planned C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California Page 7
be evaluated in the field by a BSK representative. Where deleterious matter is encountered in excavations, this material should be overexcavated and disposed off-site.

5. Controlled Low Strength Material (CLSM) typically consists of a mixture of cement, fly ash, coarse and fine aggregate, an air entrainment admixture, and water. Where foundations bear on CLSM, the CLSM should have a 28-day compressive strength of at least 50 pounds per square inch (psi) tested in conformance with ASTM D4832 and sampled in accordance with ASTM D5971. For future excavatability of the CLSM, its 28-day compressive strength should not exceed 1,000 psi. A minimum of one set of cylinders should be cast each day CLSM is placed. One flowability test should be conducted per ASTM D6103 each day CLSM is placed and should be at least 8 inches diameter prior to placement.

The CLSM mix design should be reviewed by the design team and BSK for approval at least 10 business days prior to its use. CLSM placement should be observed and tested by a qualified representative of BSK.

6. Proper granular bedding and shading should be used beneath and around new utilities. Imported fill material should not be any more corrosive than the on-site soils and should not be classified as being more corrosive than "moderately corrosive." Imported fill should be granular in nature, adhere to the above gradation recommendations, and conform to the minimum criteria presented in the table below (unless otherwise permitted by BSK). Highly pervious materials such as pea gravel or clean sands are not recommended because they permit transmission of water to the adjacent and/or underlying soils.

IMPORT FILL CRITERIA
Plasticity Index 12 or less
Liquid Limit Less than 30%
% Passing #200 Sieve 8% – 40% (general fill)
Less than 8% (bedding and shading)

7. Following stripping and removal of deleterious materials in areas of the Site to receive fill, the Site should be scarified to a minimum depth of 12 inches, moisture conditioned to at least 2 percent above optimum moisture content, and re-compacted to a minimum of 90 percent relative compaction. Relative compaction refers to the in-place dry density of soil expressed as a percentage of the maximum dry density determined by ASTM D1557 compaction test procedures.

Optimum moisture is the water content (percentage by dry weight) corresponding to the maximum dry density. Scarification and recompaction should extend laterally a minimum of 5 feet beyond the limits of structures (defined as the outside perimeter of foundation outer limits) and 3 feet beyond the edge of flatwork, pavers, and pavements, where achievable.

8. Where fills/backfills are greater than 7 feet in depth below finish grade, the zone below a depth of 7 feet should be compacted to a minimum of 95 percent compaction.

9. In areas to be exposed to vehicular traffic, the upper 12 inches of the soil subgrade immediately below the aggregate base layer should be compacted to a minimum of 92 percent relative compaction at least 2 percent above optimum moisture content. Subgrade preparation should extend a minimum of 3 feet laterally beyond the edge of flatwork, pavers, and pavements, where Geotechnical Investigation Report BSK Project No. G24000125 Planned C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California Page 8
feasible. The aggregate base layer underneath such flatwork and pavement should be compacted to a minimum of 95 percent relative compaction at near optimum moisture content. In addition to these compaction requirements, areas to be exposed to vehicular traffic should be firm and stable and should be proof rolled with a heavy piece of construction equipment, such as a loaded dump truck or water truck, to check for signs of subgrade instability.

10. Compact the upper 12 inches of any subgrade bioretention areas to no more than 85 percent compaction at least 2 percent above optimum moisture content. Compact the upper 12 inches of subgrade for pervious pavers and pervious concrete pavement to no more than 90 percent compaction near optimum moisture content (the subgrade for pervious pavers and pervious concrete pavement exposed to vehicular traffic should be compacted as recommended above for areas to be exposed to vehicular traffic). No vibratory compaction should be applied to the subgrade for bioretention areas, pervious pavers, or pervious concrete pavement.

11. Unless otherwise indicated above, all fill and backfill should be placed in thin lifts up to 8-inch maximum uncompacted thickness, properly moisture conditioned to at least 2 percent above optimum moisture content for clayey soils and to near optimum moisture content for granular soils, and compacted to at least 90 percent compaction per ASTM D1557. Aggregate base should be moisture conditioned to near-optimum moisture content.

12. Observations and compaction testing should be carried out by a BSK representative during grading and backfill operations to assist the contractor in obtaining the required degree of compaction and proper moisture content. Where the moisture content or compaction is outside the range required, additional compactive effort and adjustment of moisture content should be made until the specified compaction and moisture conditioning is achieved.

13. BSK should be notified at least 48 hours prior to any grading and backfill operations. The procedure and methods of grading may then be discussed between the contractor and BSK.

7.2 New Utility Trench Excavation and Backfill
All excavations should conform to current OSHA requirements for work safety. Where trenches or other excavations extend deeper than 5 feet, the excavations may become unstable and should be evaluated by the contractor to monitor stability prior to personnel entering the trenches. Shoring or sloping of any trench wall may be necessary to protect personnel and to provide stability. It is the contractor’s responsibility to follow OSHA temporary excavation guidelines and grade the slopes with adequate layback or provide adequate shoring and underpinning of existing structures and improvements, as needed. Slope layback and/or shoring measures should be adjusted as necessary in the field to suit the actual conditions encountered, in order to protect personnel and equipment within excavations. Based on the subsurface conditions encountered in our borings, we expect the sidewalls of trenches that extend to depths of up to about 5 feet to remain relatively vertical for a period of several days. Nevertheless, the longer the trenches remain open the higher the potential for the sidewalls to start to slough off or cave.

Although free groundwater was not observed within the maximum depth of our exploration (approximately 5 feet BGS), the actual depth at which groundwater may be encountered in trenches and Geotechnical Investigation Report BSK Project No. G24000125 Planned C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California Page 9
excavations may vary. As a minimum, provisions should be made to ensure that conventional sump pumps used in typical trenching and excavation projects are available during construction in case substantial runoff water accumulates within the excavations as a result of wet weather conditions or if water seepage from leaking pipelines or other exposed improvements within excavations is encountered.

Material quality, placement, and compaction requirements for utility bedding and shading materials5 should meet applicable agency requirements. Utility trench backfill above the shading materials may consist of on-site soils provided they are free of organics, debris, rock over 3 inches in largest dimension, and other deleterious material. Backfill materials should be placed in lifts not exceeding 8 inches in loose thickness, moisture conditioned, and compacted to the requirements provided in the “Site Preparation and Grading” section of this report.

7.3 Foundation Recommendations

7.3.1 Post-Tensioned Slabs
Post-tensioned (PT) slab(s) may be used to support the multi-purpose play court. PT slabs use highstrength tensioned steel strands to compress the slabs, keeping the majority of the concrete in compression thus allowing for longer spans. According to Section 6.13.3 of the Post-Tensioned Institute’s “Design of Post-Tensioned Slabs-on-Grade”6 manual and Appendix A.8 of the 2nd edition of the Design and Construction of Post-Tensioned Slabs-on-Ground7, the soil parameters required for design of a PT slab are: 1) soil type, 2) expected soil settlement, 3) allowable soil bearing pressure, and 4) expected differential settlement. The recommended values for these parameters for this project are listed below.

1. Soil Type: Sandy Lean Clay (CL)

2. Expected Soil Settlement  = 1 inch

3. Allowable soil bearing pressure: qallow = 1,500 psf

4. Expected differential settlement: ym = ½ inch (over a horizontal distance of 30 feet) The bottom of all PT slab excavations should be properly compacted per the recommendations of the “Site Preparation and Grading” section of this report. The slab should be underlain by a minimum of 6 inches of Caltrans Class 2 aggregate base. A thickened edge a minimum of 12 inches wide and 12 inches deep (below lowest adjacent grade) should be installed along the perimeter of PT slabs. 5 Bedding material typically consists of sand used to backfill a few inches (typically 3 to 6 inches) below the invert elevation of a pipe. Shading material typically consists of sand used to backfill around and a few inches (typically 6 to 12 inches) above the top of a pipe.
6 Design of Post-Tensioned Slabs-on-Ground, 2004, Third Edition, Post-Tensioning Institute. 7 Design and Construction of Post-Tensioned Slabs-on-Ground, 1996, Second Edition, Post-Tensioning Institute.

Geotechnical Investigation Report BSK Project No. G24000125 Planned C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California Page 10

7.3.2 Spread Footings and Mat Foundations
We recommend the criteria presented in tables below be incorporated into the design of shallow foundations for this project.

SPREAD FOOTING DESIGN CRITERIA
Static Allowable Bearing Capacity1 2,500 psf
Seismic/Wind Allowable Bearing Capacity1 3,750 psf
Passive Resistance (Equivalent Fluid Pressure)2,3 300 pcf Allowable Lateral Sliding Resistance Adhesion3 500 psf
Minimum Embedment Depth4
18 inches
Minimum Width 12 inches (continuous)
18 inches (isolated)
Notes:

1. Includes a factor of safety of at least 3 for static loading and at least 2 for transient loading (i.e., seismic or wind conditions).

2. Neglect upper 1 foot if surface is not confined by concrete slab or pavement. For foundations located on or proximate to sloping ground, such a bioretention areas, the passive resistance should be neglected in the upper portion of the foundation until there is a horizontal distance of at least 7 feet between the slope face and the nearest edge of the foundation.

3. The sliding resistance and passive resistance may be used concurrently, and the passive resistance can be increased by one-third for wind and/or seismic loading. Values include a factor of safety of at least 1½. The sliding resistance adhesion should be multiplied by the foundation area to obtain horizontal sliding resistance.

4. Below lowest adjacent grade considered to be bottom of slab on the interior or finished grade on the exterior.

Geotechnical Investigation Report BSK Project No. G24000125 Planned C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California Page 11
MAT SLAB FOUNDATION CRITERIA1
Static Allowable Bearing Capacity2
1,500 psf
Seismic/Wind Allowable Bearing Capacity2
2,250 psf
Passive Resistance (Equivalent Fluid Pressure)3, 4 300 pcf Allowable Friction Coefficient4 0.30
Modulus of Vertical Subgrade Reaction5 100 psi/in
Minimum Slab Thickness6 at the Edges 12 inches
Notes:

1. Mat slab foundations should be supported on a minimum of 6 inches of compacted Caltrans Class 2 aggregate base to provide enhance slab support.

2. Includes a factor of safety of at least 3 for static loading and at least 2 for transient loading (i.e., seismic or wind conditions).

3. Neglect upper 1 foot if surface is not confined by concrete slab or pavement. For foundations located on or proximate to sloping ground, such a bioretention areas, the passive resistance should be neglected in the upper portion of the foundation until there is a horizontal distance of at least 7 feet between the slope face and the nearest edge of the foundation.

4. The allowable coefficient of friction and passive resistance may be used concurrently, and the passive resistance can be increased by one-third for wind and/or seismic loading. Values include a factor of safety of at least 1½.

5. Based on a one square foot bearing plate. This unadjusted value needs to be adjusted for the actual size of the mat as follows:
a. Multiply by [(m+0.5)/(1.5 x m)] where m is the ration of the mat length divided by its width (unitless).
b. If a computer program is used to design the mat for this project and it requires the input of a modulus of subgrade reaction for the Site, the designer should check whether the program requires input of the unadjusted or adjusted modulus of vertical subgrade reaction.

6. Below lowest adjacent finished grade. The thickened edge should be a minimum of 12 inches wide. The slab designer should determine the slab concrete thickness and reinforcing.

Provided that the foundations are designed according to the recommendations presented above and constructed properly, total and differential elastic settlements are estimated to be on the order of 1- and ½-inch, respectively. Differential settlement is defined in this report as the vertical difference in settlement between adjacent foundation supports or across a horizontal distance of 30 feet, whichever is less. A majority of the estimated elastic settlement is expected to occur during construction as the foundation is loaded.

7.3.3 Additional Considerations for Shallow Foundations Where foundations are located adjacent to below-grade structures (including existing footings) or near major underground utilities, the foundation should extend below a 1H:1V (horizontal to vertical) plane projected upward from the structure foundation or bottom of the underground utility to avoid surcharging the below grade structure and underground utility with foundation loads. Where this is not possible or feasible, we recommend that CLSM be used to backfill the portion of the utility trench that extends below the 1H:1V projection. Also, if a utility crosses perpendicular to a footing, if it is located within 2 x W of the bottom of the footing, where W = width of footing, the utility should be encased in Geotechnical Investigation Report BSK Project No. G24000125 Planned C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California Page 12
CLSM or lean concrete. If a perpendicular utility is located below a depth of 2 x W below the footing, the utility does not need to be encased in CLSM or lean concrete.

Concrete for foundations should be placed neat against firm native soil or engineered fill. It is critical that foundation excavations not be allowed to dry before placing concrete. If shrinkage cracks appear in the foundation excavations, the excavations should be thoroughly moistened to close all cracks prior to concrete placement. The foundation excavations should be monitored by a representative of BSK for compliance with appropriate moisture control and to confirm the adequacy of the bearing materials.

7.3.4 Shallow Drilled Piers
We recommend the following criteria be incorporated into the design of shallow drilled pier foundations for this project.

Geotechnical Investigation Report BSK Project No. G24000125 Planned C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California Page 13

DRILLED PIER FOUNDATION CRITERIA
Static Allowable Downward Skin Friction1 300 psf
Seismic/Wind Allowable Downward Skin Friction1 400 psf
Passive Resistance (Equivalent Fluid Pressure)2 300 pcf Minimum Pier Diameter 18 inches3
Minimum Pier Depth Below Ground Surface 5 feet3
Minimum Pier Center to Center Spacing 3D4(axial loading) 6D4,5 (lateral loading)
Notes:

1. Includes a factor of safety of at least 2 for static loading and at least 1½ for transient loading (i.e., seismic or wind conditions). Uplift resistance may be taken as 2/3 of downward capacity. Weight of piers may be used to resist upward loading.

2. Neglect upper 1 foot if surface is not confined by concrete slab or pavement. For piers located on or proximate to sloping ground, such as bioretention areas, the passive resistance should be neglected in the upper portion of the piers until there is a horizontal distance of at least 7 feet between the slope face and the nearest edge of the piers. Passive resistance should be limited to 1,500 psf and may be applied to twice the diameter of the piers. Passive resistance may be increased by 1/3 for seismic or wind loads. Value includes a factor of safety of at least 1½.

3. The pier diameter and embedment depth may be reduced to 12 inches and 3 feet, respectively, for chain link fences and chain link gates that are up to 6 feet in vertical height.

4. D = pier diameter. Minimum spacing for lateral loading only applies to piers aligned in the direction of loading (i.e., one or more piers shadow another pier).

5. For piers spaced less than 6D apart and where the loading direction is such that there is one or more trailing pier(s) shadowing the leading pier, reductions to lateral capacity of the trailing pier(s) should be applied as follows:
a. For trailing8 piers spaced 3D (D = pier diameter) apart, reduce trailing pier capacity by 50 percent (multiply contribution of trailing piers to group capacity by 0.5), b. For trailing piers spaced between 4D and 5D apart, reduce trailing pier capacity by 40 percent (multiply contribution of trailing piers to group capacity by 0.6), c. For trailing piers spaced 6D or greater apart, no reduction is needed, and d. For trailing piers spaced between 3D and 4D apart and 5D and 6D apart, interpolate the reduction factors provided above.

Provided that the drilled piers are designed according to the recommendations presented above and constructed properly, the total and differential elastic settlements are estimated to be on the order of ½- inch and ¼-inch, respectively. Differential settlement is defined in this report as the vertical difference in settlement between adjacent foundation supports or across a horizontal distance of 30 feet, whichever is less. A majority of the estimated elastic settlement is expected to occur during construction as the foundation is loaded.

7.3.5 Additional Considerations for Drilled Piers
We recommend that drilled pier steel reinforcement and concrete be placed within about 4 to 6 hours upon completion of each drilled hole. As a minimum, the holes should be poured the same day they are 8 The leading pier is defined as the pier that has no pier in front of it in the direction of lateral loading, while the trailing pier is defined as the pier that is behind (i.e., shadows) the leading pier in the direction of lateral loading.

Geotechnical Investigation Report BSK Project No. G24000125 Planned C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California Page 14
drilled. If the holes cannot be backfilled the same day they are drilled, the hole needs to be checked for caving, sloughing or squeezing prior to setting the rebar cage and checked again before pouring concrete.

The steel reinforcement should be centered in the drilled hole. Concrete used for pier construction should be discharged vertically into the holes to reduce aggregate segregation. Under no circumstances should concrete be allowed to free-fall against either the steel reinforcement or the sides of the excavation during construction.

As discussed in the “Subsurface Conditions” section of this report, free groundwater was not observed in our borings within the maximum depth of our exploration (approximately 5 feet BGS). However, the actual depth at which groundwater may be encountered in excavations may vary. If water more than 6 inches deep is present during concrete placement, either the water needs to be pumped out or the concrete needs to be placed into the hole using tremie methods. If tremie methods are used, the end of the tremie pipe must remain below the surface of the in-place concrete at all times.

Concrete for drilled piers should be designed and placed in general conformance with the recommendations provided in ACI 336.3R-14, Design and Construction of Drilled Piers9. The recommendations provided within ACI 336.3R-14 should be followed, in particular when concrete placement is necessary below groundwater level, in caving or sloughing soils, or in sand, which may necessitate casing or the slurry displacement method for concrete placement. These methods require concrete placement at higher slumps than “dry” conditions and concrete mix specifications, including the addition of concrete admixtures and consideration of consolidation methods, should be provided by the design team. If temporary casing is used, it should consist of smooth walled steel. Corrugated metal pipe (CMP) should not be used as temporary casing because it has a tendency to create voids or disturbed zones during removal and temporary smooth-walled casing should not be permanently left in the drilled pier hole unless BSK is consulted.

The pier excavations should be monitored by a representative of BSK to confirm the soils encountered are similar to those encountered in our borings drilled for this project and check that the contractor properly mitigates the presence of groundwater and caving conditions (if applicable) during installation of the piers.

7.4 2022 CBC Mapped Seismic Design Parameters
The seismicity of the region surrounding the Site is discussed in the “Site Geology and Seismicity” section of this report. Although the Site is in a region of low seismic activity, it may still be subjected to moderate ground shaking during the life of the project. As a result, structures for this project should be designed in accordance with applicable seismic provisions of the California Building Code (CBC) presented in the table below.

Based on Section 1613A.2.2 of the 2022 California Building Code (CBC), the Site shall be classified as Site Class A, B, C, D, E or F based on the Site soil properties and in accordance with Chapter 20 of ASCE 7-16. 9 ACI Committee 336, 2014
Geotechnical Investigation Report BSK Project No. G24000125 Planned C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California Page 15
Based on our investigation and the estimated shear wave velocity presented in California Geological Survey’s Data Viewer website10, we recommend the Site be classified as a Site Class D.

We have not performed a site-specific ground motion hazards analysis for this project. Instead, we have provided mapped CBC seismic parameters in the table below, including increased values for SM1 and SD1 per the exception for Site Class D sites provided in ASCE 7-16, Supplement 3, Section 11.4.8, Item 1. 2022 CBC SEISMIC DESIGN PARAMETERS
(Lat: 38.798309, Lon: -121.390704)
Seismic Design Parameter Value Reference
Site Class D ASCE 7-16, Table 20.3-1
MCER Mapped Spectral Acceleration (g) SS = 0.468 S1 = 0.23 USGS Mapped Values Site Coefficients (Site Class D) Fa = 1.426 Fv = 2.14A ASCE 7-16, Table 11.4-1 & -2 (Supplement 3)
MCER Mapped Spectral Acceleration
Adjusted for Site Class Effects (g) SMS = 0.667 SM1 = 0.738(See Note B below) ASCE 7-16, Eq. 11.4-1 & -2
(Supplement 3)
Design Spectral Acceleration (g) SDS = 0.445 SD1 = 0.492 (See Note B below)
ASCE 7-16, Eq. 11.4-3 & -4
(Supplement 3)
Site Short Period – TS (Seconds) TS = 1.106 TS = SD1/SDS Site Long Period TL (Seconds) 12 USGS Mapped Value
Seismic Design Category (SDC) D ASCE 7-16, Section 11.6 MCEG peak ground acceleration
adjusted for Site Class effects (g) PGAM = 0.279 ASCE 7-16, Section 11.8.3 Definitions:

MCER = Risk-Targeted Maximum Considered Earthquake
MCEG = Maximum Considered Earthquake Geometric Mean
Notes:

A. See requirements for site-specific ground motions in ASCE 7-16, Section 11.4.8. This value of Fv shall be used only for calculation of TS, determination of Seismic Design Category, linear interpolation for intermediate values of S1, and when taking the exceptions under Items 1 and 2 of Section 11.4.8 for the calculation of SD1.

B. SM1 and SD1 values with a 50% increase assuming the exception for Site Class D described in ASCE 7-16 Supplement 3, Section 11.4.8, Item 1 is taken. Otherwise, a site-specific ground motion analysis per ASCE 7-16 Section 21.2 is required.

7.5 Exterior Concrete Flatwork and Pavers
Near-surface soils to receive exterior concrete flatwork and pavers should be moisture conditioned according to the recommendations in the “Site Preparation and Grading” section of this report. Where 10 https://maps.conservation.ca.gov/cgs/DataViewer/
Geotechnical Investigation Report BSK Project No. G24000125 Planned C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California Page 16
concrete flatwork and pavers are to be exposed to vehicle traffic, they should be underlain by a minimum of 6 inches of Caltrans Class 2 aggregate base.

Practices recommended by the Portland Cement Association (PCA) and the American Concrete Institute (ACI) for proper placement and curing of concrete, as well as for joint spacing and construction, should be followed during exterior concrete flatwork slab construction. New pedestrian concrete flatwork should have a minimum thickness of 4 inches and minimum reinforcing of #4 bars at 18 inches on center (both ways). The rebar should be discontinued at expansion joints. Slip Dowels should be used at expansion joints.

Vehicular concrete should be designed as discussed in the “Portland Cement Concrete Pavements” section of this report. Final design of exterior concrete flatwork is the responsibility of the civil or structural engineer for the project.

Prior to construction of the flatwork and pavers, the aggregate base should be moisture conditioned to near optimum moisture content. If the aggregate base is not covered within about 30 days after placement, the soils below this material will need to be checked to confirm that their moisture content is at least 2 percent over optimum. If the moisture is found to be below this level, the aggregate base layer over flatwork and paver areas will need to be soaked until the proper moisture content is reached.

7.5.1 Pervious Pavers and Pervious Concrete Pavement
Pervious pavers are typically underlain by several inches of an open-graded bedding course over a reservoir layer (this typically does not apply to pervious concrete pavement). If pervious pavers are used for this project, we recommend that a filter fabric, such as Mirafi® 140N or equivalent, be installed between the open-graded bedding course and the reservoir layer to avoid migration of the open-graded bedding course material into the reservoir layer. The open-graded bedding course material should meet the requirements of the paver manufacturer.

If pervious concrete pavement is used for this project, we recommend that the pervious concrete pavement section be a minimum of 5 inches thick for pedestrian traffic and 8 inches thick for vehicular traffic. We recommend that the reservoir layer beneath pervious pavers and pervious concrete pavement have a minimum thickness of 12 inches and consist of durable, open graded coarse gravel reservoir layer underlain by Mirafi® RS280i geotextile fabric or equivalent. If desired, the thickness of the reservoir layer could be increased to 18 inches for added storage capacity. The reservoir layer typically consists of coarse aggregate No. 57 per ASTM C33/C33M-18, which is similar to crushed drain rock having a 1-inch maximum size with no more than 10 percent by weight passing the No 4 sieve.

Mirafi® RS280i geotextile fabric has a high flow rate (typically 85 gallons per minute per square feet), which should permit almost unobstructed water flow through it, while helping maintain stability of the underlying subgrade. The geotextile fabric seams should be overlapped a minimum of 18 inches or as required by the manufacturer, whichever results in the greatest overlap. We recommend installing an underdrain system connected to nearby storm drains within the reservoir layer. Typically, the underdrain consists of one or more 4-inch diameter perforated subdrain pipes spaced at regular intervals and sloping down to a collector nonperforated outfall pipe that drains by gravity to a nearby storm drain or bioretention area. The crown of Geotechnical Investigation Report BSK Project No. G24000125 Planned C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California Page 17
the subdrain pipe(s) should be located a minimum vertical distance of 6 inches below the bottom of pervious pavers or pervious concrete. The subdrain piping should consist of schedule 40 pipe having a minimum of two rows of perforations pointing down.

We recommend grading the surface of the subgrade soil (i.e., bottom of the reservoir layer) to be slightly sloped (2 percent or less) to provide positive drainage towards the underdrain system, so that water runoff discharged to the pervious pavers is evenly distributed over the subgrade surface, which should increase overall infiltration into the underlying subgrade.

Pervious pavers and pervious concrete pavement require periodic maintenance to reduce the potential for debris to clog the voids in the open-graded bedding course and decrease the infiltration rate. As a minimum, we recommend that a high-performance vacuum sweeper be used to remove accumulated debris and sediment in pervious pavers and pervious concrete pavement areas at least twice a year (i.e., every 6 months or less), including immediately before the rainy season starts.

7.6 Decomposed Granite Pathways
If decomposed granite is used as the wearing surface for pathwaysfor the project, long-term maintenance of the walking path will be needed to fix rutting and depressions in the decomposed granite layer caused by pedestrian/bicycle traffic and erosion. We recommend that a minimum of 6 inches of Caltrans Class 2 aggregate base be used for the decomposed granite pathways. We recommend underlaying the aggregate base section with Mirafi® RS280i geotextile fabric or equivalent. The subgrade and aggregate base layer for the walkwaysshould be compacted per the requirements in the “Site Preparation and Grading” section of this report.

7.7 Asphalt Concrete Pathways
The pavement section for new asphalt concrete pathways (if used) should consist of a minimum of 3 inches of asphalt concrete over a minimum of 12 inches of Caltrans Class 2 aggregate base. This pavement section is based on an assumed Resistance Value of 5 and Traffic Index of 5.5 (we assume the new walkways will be exposed to occasional maintenance truck traffic).

7.8 Portland Cement Concrete Pavements
Portland Cement Concrete (PCC) pavement should have a minimum thickness of 6 inches supported over 6 inches of Caltrans Class 2 aggregate base. This section is equivalent to a Traffic Index of at least 6.0 to

6.5 based on our experience and is expected to support traffic loading from a fire engine, a delivery truck, or a maintenance truck. The aggregate base and subgrade for PCC pavements should be properly moisture conditioned and compacted. Construction joints should be located no more than 12 feet apart in both directions. Concrete compressive strength should be tested in lieu of third point loading for rupture strength. A minimum 28-day compressive strength of 3,000 pounds per cubic foot (psi) should be specified for the concrete mix design. The PCC pavement should be continuously reinforced using No. 4 bars (or Geotechnical Investigation Report BSK Project No. G24000125 Planned C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California Page 18
larger) spaced no more than 18 inches on center in both directions. Final design of the PCC pavement is the responsibility of the civil or structural engineer for the project.

7.8.1 Additional Pavement Recommendations
Paved areas should be sloped, and drainage gradients maintained to carry all surface water to appropriate collection points. Surface water ponding should not be allowed anywhere on the Site during or after construction. We recommend that the pavement section be isolated from non-developed areas and areas of intrusion of irrigation water from landscaped areas. Concrete curbs should extend a minimum of 2 inches below the aggregate base and into the subgrade to provide a barrier against drying of the subgrade soils or reduction of migration of landscape water into the pavement section. Weep holes spaced at 4 feet on centers should also be provided. In lieu of the weep holes, a more effective system is to install a subdrain behind the curbs.

7.9 Effect of Plants on Foundation, Flatwork, and Paver Performance Trees and other large plants can significantly contribute to differential settlement of a foundation, flatwork, pavers, and paved areas. The roots of trees and large plants can absorb the moisture from the soil, causing the soil to shrink much faster than other soil areas exposed to the weather. The soil where the moisture is lost more rapidly will sink lower than the surrounding soil, causing differential settlement in overlying or adjacent improvements. Certain trees and plants are known to be more water-consuming than others.

Research studies indicate that a tree should be at least as far away from a building, flatwork, pavers, and pavement as the mature height of the tree to minimize the effect of drying caused by the tree. A plant and tree specialist should be consulted to avoid the issues described herein.

A root barrier should be considered between trees and adjacent improvements and should be designed and installed following the recommendations of a landscape architect.

7.10 Landscaping Irrigation
Vegetation should not be planted immediately adjacent to structures. If planting adjacent to structures is desired, we recommend using plants that require very little moisture with drip irrigation systems.

Sprinkler systems should not be installed where they may cause ponding or saturation of subgrade soils within 5 feet of structures, slabs, pavements, concrete flatwork, or pavers. Otherwise, such ponding could cause loss of soil strength and movement of foundations, slabs, pavements, concrete flatwork, and pavers.

Irrigation of landscaped areas should be strictly limited to that necessary to sustain vegetation. Excessive irrigation could result in saturation and weakening of foundation soil.

7.11 Site Drainage
Proper site drainage is important for the long-term performance of future improvements. The Site should generally be graded to provide positive drainage towards drain inlets, catch basins, or bioretention areas.

Geotechnical Investigation Report BSK Project No. G24000125 Planned C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California Page 19
The Site should be graded so as to carry surface water away from the new restroom building and other structures at a minimum of 2 percent in flatwork areas and 5 percent in landscaped areas to a minimum of 10 feet laterally from a structure’s perimeter foundations as required by the 2022 CBC, if feasible, when considering Americans with Disabilities Act (ADA) requirements. Water should not be allowed to pond anywhere on-site other than areas that are designed for water retention and storage.

7.12 Storm Water Runoff Mitigation
Storm runoff regulations require pretreatment of runoff and infiltration of storm water to the extent feasible. Typically, this results in the use of bioretention areas, vegetated swales, infiltration trenches, or permeable pavement near or within parking lots. These features are not well-suited to fine-grained soils (silts and clays) because these soils typically have relatively low permeability and require significant time for infiltration to occur.

Implementation of storm water infiltration criteria could result in increased distress and reduced service life of flatwork, pavers, and pavement if not carefully designed in fine-grained soils such as those covering the surface of the Site. Bioretention areas, vegetated swales, and infiltration areas should be located in landscaped areas and well away (typically 5 to 10+ feet laterally) from slopes, foundations, flatwork, pavers, and pavements. If it is not possible to locate these infiltration systems away from such improvements, alternatives that isolate the infiltrated water, such as flow-through planters, could be considered. When using an infiltration system in clay soils, underdrains should be used. Improvements should be located such that there is at least 1 foot of horizontal distance between the edge of improvements and the top edge of the bioswale excavation for every 1 foot of vertical bioswale depth. If this is not possible, then concrete curbs for pavements, lateral restraints for exterior flatwork and pavers, or footings located adjacent to a bioretention area should be adequately keyed into the native soil to reduce the potential for rotation or lateral movement of these improvements. Due to the potential adverse effects on project performance, BSK should review the geotechnical aspects of the storm water infiltration system and its location before the project plans are finalized.

We expect the near surface clayey soils encountered at the Site to have low permeability. Therefore, we classify the Site's surficial soils as predominantly hydrologic soil group D per Chapter 7 of Part 630 Hydrology National Engineering Handbook (United States Department of Agriculture, 2007). Hydrologic soil group D soils have saturated hydraulic conductivities of less than 0.14 inches/hour.

It should be noted that during periods of prolonged precipitation, the underlying soils tend to become saturated to greater and greater depths/extents. Therefore, infiltration rates tend to decrease with prolonged rainfall. Also, denser soils have lower infiltration rates than less dense soils. Therefore, it is important to not over-compact the bottom of bioretention areas and similar facilities beyond what is recommended in the “Site Preparation and Grading” section of this report.’ Geotechnical Investigation Report BSK Project No. G24000125 Planned C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California Page 20

7.13 Corrosion Potential
A bulk soil sample was collected during our subsurface investigation from boring HA-2 within the upper 5 feet BGS. The sample was submitted for corrosion testing. The sample was tested by CERCO Analytical, a State-certified laboratory in Concord, California, for redox potential, pH, resistivity, chloride content, and sulfate content in accordance with ASTM test methods. The test results are presented at the end of Appendix A. Also included is the evaluation by CERCO Analytical of the corrosion test results.

Based upon resistivity measurements, the sample tested is classified as "moderately corrosive" by CERCO Analytical. The sulfate ion concentration was none detected. This result is indicative of an exposure category of S0 per Table 19.3.1.1 of ACI 318-19. For an S0 exposure class, Table 19.3.2.1 indicates that the minimum f’c of the concrete is 2,500 psi. CERCO Analytical recommends that all buried iron, steel, cast iron, ductile iron, galvanized steel, and dielectric coated steel or iron be properly protected against corrosion depending upon the critical nature of the structure. They also recommend that all buried metallic pressure piping, such as ductile iron firewater pipelines, should be protected against corrosion.

Because we are not corrosion specialists, we recommend that a corrosion specialist be consulted for advice on proper corrosion protection for underground piping which will be in contact with the soils and other design details.

The above are general discussions. A more detailed investigation may include more or fewer concerns and should be directed by a corrosion expert. BSK does not practice corrosion engineering. Consideration should also be given to soils in contact with concrete that will be imported to the Site during construction, such as topsoil and landscaping materials, which typically contain fertilizers and other chemicals that can be highly corrosive to metals and concrete. Any imported soil or landscaping materials should not be any more corrosive than the on-site soils and should not be classified as being more corrosive than "moderately corrosive." Also, on-site cutting and filling may result in soils contacting concrete that were not anticipated at the time of this investigation.

7.14 Plan Review and Construction Observation
We recommend that BSK be retained by the Client to review the geotechnical aspects of the project plans before they go out to bid. It has been our experience that this review provides an opportunity to detect misinterpretation or misunderstandings of our recommendations prior to the start of construction.

Variations in soil types and conditions are possible and may be encountered during construction. To permit correlation between the soil data obtained during this investigation and the actual soil conditions encountered during construction, we recommend that BSK be retained to provide observation and testing services during site earthwork. This will allow us the opportunity to compare actual conditions exposed during construction with those encountered in our investigation and to provide supplemental recommendations if warranted by the exposed conditions. Earthwork should be performed in accordance with the recommendations presented in this report, or as recommended by BSK during construction. BSK should be notified at least two weeks prior to the start of construction and prior to when observation and testing services are needed.

Geotechnical Investigation Report BSK Project No. G24000125 Planned C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California Page 21

8. ADDITIONAL SERVICES AND LIMITATIONS

8.1 Additional Services
The review of plans and field observation and testing during construction by BSK are an integral part of the conclusions and recommendations made in this report. If BSK is not retained for these services, the Client will be assuming BSK’s responsibility for any potential claims that may arise during or after construction due to the misinterpretation of the recommendations presented herein. The recommended tests, observations, and consultation by BSK during construction include, but are not limited to:
• review of plans and specifications,
• observations of site grading, including stripping, engineered fill construction, and backfill of excavations resulting from the demolition of existing improvements to be removed, • observation of foundation construction, including drilled piers, and • in-place density testing of fills, backfills, finished subgrades, and aggregate base.

8.2 Limitations
The findings, conclusions, and recommendations contained in this report are based on our field observations and subsurface exploration, limited field and laboratory tests, and our present knowledge of the proposed construction. It is possible that soil and subsurface conditions could vary between or beyond the points explored. If soil conditions are encountered during construction that differ from those described herein, we should be notified immediately in order that a review may be made and any supplemental recommendations provided. If the scope of the proposed construction changes from that described in this report, our recommendations should also be reviewed.

We prepared this report in substantial accordance with the generally accepted geotechnical engineering practice as it exists in the Site area at the time of our study. No warranty, either express or implied, is made. The recommendations provided in this report are based on the assumption that an adequate program of tests and observations will be conducted by BSK during the construction phase in order to evaluate compliance with our recommendations.

This report may be used only by the Client and only for the purposes stated within a reasonable time from its issuance, but in no event later than two (2) years from the date of the report, or if conditions at the Site have changed. If this report is used beyond this period, BSK should be contacted to evaluate whether site conditions have changed since the report was issued.

Also, land or facility use, on and off-site conditions, regulations, or other factors may change over time, and additional work may be required with the passage of time. Based on the intended use of the report, BSK may recommend that additional work be performed and that an updated report be issued.

Geotechnical Investigation Report BSK Project No. G24000125 Planned C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California Page 22
The scope of services for this report did not include environmental assessments or evaluations regarding the presence or absence of wetlands or hazardous substances in the air, soil, surface water, or groundwater at this Site.

BSK conducted subsurface exploration and provided recommendations for this project. We understand that BSK will be given an opportunity to perform a formal geotechnical review of the final project plans.

In the event BSK is not retained to review the final project plans to evaluate if our recommendations have been properly interpreted, we will assume no responsibility for misinterpretation of our recommendations.

We recommend that all foundation excavations and earthwork during construction be monitored by a representative from BSK, including site preparation, foundation excavations, and placement of engineered fill, trench backfill, and aggregate base. The purpose of these services would be to provide BSK the opportunity to observe the actual soil conditions encountered during construction, evaluate the applicability of the recommendations presented in this report to the soil conditions encountered, and recommend appropriate changes in design or construction procedures if conditions differ from those described herein.

9. CLOSURE
BSK appreciates the opportunity to provide our services to you and trusts this report meets your needs at this time. If you have any questions concerning the information presented, please contact us at 925-315- 3151.

Respectfully submitted,
BSK Associates
Omar K. Khan, PGiT Cristiano Melo, PE, GE #2756
Project Professional II Senior Geotechnical Engineer
N
Declination: 13°
1 mi
Web Mercator | EPSG: 3857
The information included on this graphic representation has been compiled from a variety of sources and is subject to change without notice. BSK makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is not intended for use as a land survey product nor is it designed or intended as a construction design document. The use or misuse of the information contained on this graphic representation is at the sole risk of the party using or misusing the information.

ASSOCIATES
1 B. Steen
03/26/24
G24000125
O. Khan
Figures.indd

VICINITY MAP
References: https://www.google.com/maps, 2023
Note: Locations are approximate
FIGURE
Approximate Scale
Not to Scale
SITE
80 80
80 City of Roseville
Planned C-63 Park
Grasscreek Drive and Lemonade Lane
Roseville, California
65 65
65 Lower Bank Drive
Grasscreek Drive
Treehouse Lane
Lemonade Lane
References: 1. http://earth.google.com, 2023
Legend
HA-1
Approximate Hand Auger Location (By BSK, 2024)
HA-1
HA-2
HA-4
HA-3
The information included on this graphic representation has been compiled from a variety of sources and is subject to change without notice. BSK makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is not intended for use as a land survey product nor is it designed or intended as a construction design document. The use or misuse of the information contained on this graphic representation is at the sole risk of the party using or misusing the information.

ASSOCIATES
Approximate Scale 1 in. 100 ft. 0 100

SITE PLAN
2 Figures.indd
FIGURE
B. Steen
03/26/24
G24000125
O. Khan City of Roseville
Planned C-63 Park
Grasscreek Drive and Lemonade Lane
Roseville, California
Geotechnical Investigation Report BSK Project No. G24000125 C-63 Park at Grasscreek Drive and Lemonade Lane April 23, 2024 Roseville, California

APPENDIX A
Laboratory Test Results
The information included on this graphic representation has been compiled from a variety of sources and is subject to change without notice. BSK makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is not intended for use as a land survey product nor is it designed or intended as a construction design document. The use or misuse of the information contained on this graphic representation is at the sole risk of the party using or misusing the information.

ASSOCIATES

ATTERBERG LIMITS
A-1
Figures.indd
FIGURE
B. Steen
03/26/24
G24000125
O. Khan
HA-2
Project Number: PLATE
Drawn:

Drawn By:

Checked By:

File Name:

DEPTH (FT) LL
0-5 14
G21 - - 11L

R, CORTEZ

V, URENO
C-1

ATTERBERG LIMITS

LEGEND SOURCE PL PI DESCRIPTION
24 10
0 10
20 30
40 50
60 0 10 20 30 40 50 60 70 80 90 100
Plasticity Inde
x (PI)
Liquid Limit (LL)
U-LINE
A-LINE
CH
CL
ML-CL
ML or OL
MH or OH
EXPLAN
A
TION
GROUP
SYMBOL

UNIFIED SOIL CLASSIFICATION

FINE GRAINED SOILS GROUP
OL
Organic silts and organic silty clays of low
plasticity
ML
Inorganic clayey silts to very fine sands of slight
plasticity
CL Inorganic clays of low to moderate plasticity
OH
Organic clays of moderate to high plasticity,
organic silts
MH Inorganic silts and clayey silts
CH Inorganic clays of high plasticity
.73*(ll-20)
-14.6
0 #DIV/0!
Th e inf orm a�o n inc l ud ed on this g r ap hi c r e pr es e n ta �o n ha s bee n c om p il ed fr om a va ri e ty of sour c es a n d is s ub j e c t t o c h a n g e w i t h o u t n o � c e . B S K ma k e s n o r e p r e s e n t a � o n s o r w a rr a n � e s, e x p r e ss o r i m p l i e d , a s t o a cc u r a c y , c om p l e t e n e ss, � m e li n e ss, o r ri g h ts t o t h e u s e o f s u c h i nf o r m a � o n . T h is d o c um e n t is no t i n t e n d e d f o r u s e a s a l a n d s u r v e y p r o du c t n o r is i t d e si g n e d o r i n t e n d e d a s a c o n s tr u c � o n d e s i g n d o c um e n t . T h e u s e o r m is u s e o f t h e i n f o r m a � o n c o n t a i n e d o n t h is g r a p h i c .73*(ll-20)
-14.6
0 #DIV/0!
.73*(ll-20)
-14.6
0 #DIV/0!
.73*(ll-20)
-14.6
0 #DIV/0!
HA-3 0-4 21 14 7
Sandy Lean Clay (CL)
Silty Clay (CL-ML)
City of Roseville
Planned C-63 Park
Grasscreek Drive and Lemonade Lane
Roseville, California
Cooper Testing Labs, Inc.
937 Commercial Street
Palo Alto, CA 94303
123 4
Moisture % 13.7 15.9
Dry Den,pcf 120.4 116.2
Void Ratio 0.400 0.450
Saturation % 92.4 95.4
Height in 3.98 4.01
Diameter in 1.92 1.91
Cell psi 3.6 3.4
Strain % 15.00 15.00
Deviator, ksf 4.467 2.968
Rate %/min 1.00 1.00
in/min 0.040 0.040
Job No.:

Client:

Project:

Boring: HA-1 HA-2
Sample: 1 1
Depth ft: 1 2
Sample #
1 2
3 4
Note: Strengths are picked at the peak deviator stress or 15% strain which ever occurs first per ASTM D2850.

Remarks:

Sample Data
Visual Soil Description
Lean Clay with Sand (CL)
Sandy Lean Clay (CL)
664-539
BSK Associates
G24000125

0.0 2.0

4.0 0.0 2.0 4.0 6.0 8.0
Shear Stress, ksf
Total Normal Stress, ksf

0.00 0.50

1.00 1.50

2.00 2.50

3.00 3.50

4.00 4.50

5.00 0.0 6.0 12.0 18.0 24.0
Deviator Stress, ksf
Strain, %
Stress-Strain Curves
Sample 1
Sample 2
Sample 3
Sample 4
Unconsolidated-Undrained Triaxial Test
ASTM D2850
The information included on this graphic representation has been compiled from a variety of sources and is subject to change without notice. BSK makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is not intended for use as a land survey product nor is it designed or intended as a construction design document. The use or misuse of the information contained on this graphic representation is at the sole risk of the party using or misusing the information.

ASSOCIATES

UNCONSOLIDATED-UNDRAINED

TRIAXIAL COMPRESSION
A-2
Figures.indd
FIGURE
B. Steen
03/26/24
G24000125
O. Khan City of Roseville
Planned C-63 Park
Grasscreek Drive and Lemonade Lane
Roseville, California

Geotechnical Investigation Report BSK Project No. G00000888 Marchetti Park Upgrades April 23, 2023
Antioch, California

APPENDIX B
Important Information About This
Geotechnical-Engineering Report
Geotechnical-Engineering Report
Important Information about This
Subsurface problems are a principal cause of construction delays, cost overruns, claims, and disputes.

While you cannot eliminate all such risks, you can manage them. The following information is provided to help.

The Geoprofessional Business Association (GBA)
has prepared this advisory to help you – assumedly
a client representative – interpret and apply this
geotechnical-engineering report as effectively as
possible. In that way, you can benefit from a lowered
exposure to problems associated with subsurface
conditions at project sites and development of
them that, for decades, have been a principal cause
of construction delays, cost overruns, claims,
and disputes. If you have questions or want more
information about any of the issues discussed herein,
contact your GBA-member geotechnical engineer.

Active engagement in GBA exposes geotechnical
engineers to a wide array of risk-confrontation
techniques that can be of genuine benefit for
everyone involved with a construction project.

Understand the Geotechnical-Engineering Services
Provided for this Report
Geotechnical-engineering services typically include the planning, collection, interpretation, and analysis of exploratory data from widely spaced borings and/or test pits. Field data are combined with results from laboratory tests of soil and rock samples obtained from field exploration (if applicable), observations made during site reconnaissance, and historical information to form one or more models of the expected subsurface conditions beneath the site. Local geology and alterations of the site surface and subsurface by previous and proposed construction are also important considerations. Geotechnical engineers apply their engineering training, experience, and judgment to adapt the requirements of the prospective project to the subsurface model(s). Estimates are made of the subsurface conditions that will likely be exposed during construction as well as the expected performance of foundations and other structures being planned and/or affected by construction activities.

The culmination of these geotechnical-engineering services is typically a geotechnical-engineering report providing the data obtained, a discussion of the subsurface model(s), the engineering and geologic engineering assessments and analyses made, and the recommendations developed to satisfy the given requirements of the project. These reports may be titled investigations, explorations, studies, assessments, or evaluations.

Regardless of the title used, the geotechnical-engineering report is an engineering interpretation of the subsurface conditions within the context of the project and does not represent a close examination, systematic inquiry, or thorough investigation of all site and subsurface conditions.

Geotechnical-Engineering Services are Performed
for Specific Purposes, Persons, and Projects,
and At Specific Times
Geotechnical engineers structure their services to meet the specific needs, goals, and risk management preferences of their clients. A geotechnical-engineering study conducted for a given civil engineer will not likely meet the needs of a civil-works constructor or even a different civil engineer. Because each geotechnical-engineering study is unique, each geotechnical-engineering report is unique, prepared solely for the client.

Likewise, geotechnical-engineering services are performed for a specific project and purpose. For example, it is unlikely that a geotechnicalengineering study for a refrigerated warehouse will be the same as one prepared for a parking garage; and a few borings drilled during a preliminary study to evaluate site feasibility will not be adequate to develop geotechnical design recommendations for the project.

Do not rely on this report if your geotechnical engineer prepared it:
• for a different client;
• for a different project or purpose;
• for a different site (that may or may not include all or a portion of the original site); or
• before important events occurred at the site or adjacent to it; e.g., man-made events like construction or environmental remediation, or natural events like floods, droughts, earthquakes, or groundwater fluctuations.

Note, too, the reliability of a geotechnical-engineering report can be affected by the passage of time, because of factors like changed subsurface conditions; new or modified codes, standards, or regulations; or new techniques or tools. If you are the least bit uncertain about the continued reliability of this report, contact your geotechnical engineer before applying the recommendations in it. A minor amount of additional testing or analysis after the passage of time – if any is required at all – could prevent major problems.

Read this Report in Full
Costly problems have occurred because those relying on a geotechnicalengineering report did not read the report in its entirety. Do not rely on an executive summary. Do not read selective elements only. Read and refer to the report in full.

You Need to Inform Your Geotechnical Engineer
About Change
Your geotechnical engineer considered unique, project-specific factors when developing the scope of study behind this report and developing the confirmation-dependent recommendations the report conveys.

Typical changes that could erode the reliability of this report include those that affect:
• the site’s size or shape;
• the elevation, configuration, location, orientation,
function or weight of the proposed structure and
the desired performance criteria;
• the composition of the design team; or
• project ownership.

As a general rule, always inform your geotechnical engineer of project or site changes – even minor ones – and request an assessment of their impact. The geotechnical engineer who prepared this report cannot accept responsibility or liability for problems that arise because the geotechnical engineer was not informed about developments the engineer otherwise would have considered.

Most of the “Findings” Related in This Report
Are Professional Opinions
Before construction begins, geotechnical engineers explore a site’s subsurface using various sampling and testing procedures. Geotechnical engineers can observe actual subsurface conditions only at those specific locations where sampling and testing is performed. The data derived from that sampling and testing were reviewed by your geotechnical engineer, who then applied professional judgement to form opinions about subsurface conditions throughout the site. Actual sitewide-subsurface conditions may differ – maybe significantly – from those indicated in this report. Confront that risk by retaining your geotechnical engineer to serve on the design team through project completion to obtain informed guidance quickly, whenever needed.

This Report’s Recommendations Are
Confirmation-Dependent
The recommendations included in this report – including any options or alternatives – are confirmation-dependent. In other words, they are not final, because the geotechnical engineer who developed them relied heavily on judgement and opinion to do so. Your geotechnical engineer can finalize the recommendations only after observing actual subsurface conditions exposed during construction. If through observation your geotechnical engineer confirms that the conditions assumed to exist actually do exist, the recommendations can be relied upon, assuming no other changes have occurred. The geotechnical engineer who prepared this report cannot assume responsibility or liability for confirmation-dependent recommendations if you fail to retain that engineer to perform construction observation.

This Report Could Be Misinterpreted
Other design professionals’ misinterpretation of geotechnicalengineering reports has resulted in costly problems. Confront that risk by having your geotechnical engineer serve as a continuing member of the design team, to:
• confer with other design-team members;
• help develop specifications;
• review pertinent elements of other design professionals’ plans and specifications; and
• be available whenever geotechnical-engineering guidance is needed.

You should also confront the risk of constructors misinterpreting this report. Do so by retaining your geotechnical engineer to participate in prebid and preconstruction conferences and to perform constructionphase observations.

Give Constructors a Complete Report and Guidance
Some owners and design professionals mistakenly believe they can shift unanticipated-subsurface-conditions liability to constructors by limiting the information they provide for bid preparation. To help prevent the costly, contentious problems this practice has caused, include the complete geotechnical-engineering report, along with any attachments or appendices, with your contract documents, but be certain to note conspicuously that you’ve included the material for information purposes only. To avoid misunderstanding, you may also want to note that “informational purposes” means constructors have no right to rely on the interpretations, opinions, conclusions, or recommendations in the report. Be certain that constructors know they may learn about specific project requirements, including options selected from the report, only from the design drawings and specifications. Remind constructors that they may perform their own studies if they want to, and be sure to allow enough time to permit them to do so. Only then might you be in a position to give constructors the information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Conducting prebid and preconstruction conferences can also be valuable in this respect.

Read Responsibility Provisions Closely
Some client representatives, design professionals, and constructors do not realize that geotechnical engineering is far less exact than other engineering disciplines. This happens in part because soil and rock on project sites are typically heterogeneous and not manufactured materials with well-defined engineering properties like steel and concrete. That lack of understanding has nurtured unrealistic expectations that have resulted in disappointments, delays, cost overruns, claims, and disputes.

To confront that risk, geotechnical engineers commonly include explanatory provisions in their reports. Sometimes labeled “limitations,” many of these provisions indicate where geotechnical engineers’ responsibilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions.

Your geotechnical engineer should respond fully and frankly.

Geoenvironmental Concerns Are Not Covered
The personnel, equipment, and techniques used to perform an environmental study – e.g., a “phase-one” or “phase-two” environmental site assessment – differ significantly from those used to perform a geotechnical-engineering study. For that reason, a geotechnical-engineering report does not usually provide environmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated subsurface environmental problems have led to project failures. If you have not obtained your own environmental information about the project site, ask your geotechnical consultant for a recommendation on how to find environmental risk-management guidance.

Obtain Professional Assistance to Deal with
Moisture Infiltration and Mold
While your geotechnical engineer may have addressed groundwater, water infiltration, or similar issues in this report, the engineer’s services were not designed, conducted, or intended to prevent migration of moisture – including water vapor – from the soil through building slabs and walls and into the building interior, where it can cause mold growth and material-performance deficiencies.

Accordingly, proper implementation of the geotechnical engineer’s recommendations will not of itself be sufficient to prevent moisture infiltration. Confront the risk of moisture infiltration by including building-envelope or mold specialists on the design team.

Geotechnical engineers are not building-envelope or mold specialists.

Copyright 2019 by Geoprofessional Business Association (GBA). Duplication, reproduction, or copying of this document, in whole or in part, by any means whatsoever, is strictly prohibited, except with GBA’s specific written permission. Excerpting, quoting, or otherwise extracting wording from this document is permitted only with the express written permission of GBA, and only for purposes of scholarly research or book review. Only members of GBA may use this document or its wording as a complement to or as an element of a report of any kind.

Any other firm, individual, or other entity that so uses this document without being a GBA member could be committing negligent or intentional (fraudulent) misrepresentation.

Telephone: 301/565-2733
e-mail: [email protected] www.geoprofessional.org

COUNCIL COMMUNICATION
CC #: 3793
File #: 0704-01
Title:

Woodbridge Park Tennis & Pickleball Court Renovations Project - Approval of Plans and Specifications and Authorization to Call for Bids
Contact: Joshua Cervantes 916-866-2553 [email protected] Meeting Date: 3/19/2025
Item #: 7.4.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council approve the plans and specifications for the Woodbridge Park Tennis & Pickleball Court Renovation Project and authorize staff to call for bids.

BACKGROUND
This project is located at Woodbridge Park, a 7.2-acre neighborhood park at 415 Sierra Blvd. This park features a variety of recreational amenities, including a covered picnic area, playgrounds, a half basketball court, two bocce ball courts, two tennis courts, and restrooms. The foundation of the park’s existing tennis courts, which included a striping overlay for pickleball, has aged significantly and is due for renovation. The scope of work for this project includes renovating the court foundation, reestablishing one of the two tennis courts with a pickleball striping overlay on the tennis court and converting the second tennis court into two pickleball only courts and adding a new shaded seating area for the pickleball courts.

The base bid includes replacing the foundation slab, installing new striping and equipment, colorcoat resurfacing the court area, upgrading entrances to ensure ADA compliance, adding new benches, and installing a new shaded seating area. Add alternatives are included for installation of protective windscreens around the perimeter of the existing tennis/pickleball court, and for the removal and installation of new bark mulch along the tennis/pickleball frontage along Mariposa Street.

FISCAL IMPACT
The base bid scope of work is estimated at $267,625. Funding for this Project was approved in the Parks, Recreation and Library Capital Project Fund through the FY2024-2025 Capital Improvement Project budget process. There are negligible increases to maintenance costs. The funding source for maintenance will continue to be the General Fund.

ENVIRONMENTAL REVIEW
The proposed project involves the minor alterations of an existing facility. This activity is categorically exempt from CEQA as a Class 1 Exemption (State CEQA Guidelines Section 15301). The Exemption has been prepared and no further CEQA action is required. The project would improve the existing tennis court and add a new tennis court and two new pickleball courts at Woodbridge Park. This would not result in expansion of use beyond existing levels. Furthermore, no environmentally sensitive resources are located within the project sites; therefore, the Class 1 Exemption is applicable to the proposed project.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A – Remain fiscally responsible in a changing world Goal B – Support community engagement and advocacy
Goal C – Maintain a safe and healthy community
Goal E – Deliver exceptional city services
Goal F – Invest in well-planned infrastructure and growth Respectfully Submitted,
Joshua Cervantes, Park Development Project Manager
Jill Geller, Parks, Recreation & Libraries Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Vicinity Map
Project Plans
Project Manual
CEQA Excemption
Woodbridge Park
Vicinity Map
PRESENTATION: DESIGN: VERIFICATION: DRAWING: R E V I S I O N E S N° DATE 415 SIERRA BLVD, ROSEVILLE, CA, 95678 CONSULTANT: APPROVED : SHEET: OF COVER PAGE JOSHUA RAUL CERVANTES SCALE: DATE: C0 WOODBRIDGE TENNIS / PICKLEBALL COURT IMPROVEMENTS WOODBRIDGE TENNIS & PICKLEBALL COURT RENOVATION PROJECT 415 SIERRA BLVD. ROSEVILLE, CALIFORNIA, 95678 GENERAL NOTES: 1. LANDSCAPE IMPROVEMENTS TO BE CONSTRUCTED IN COMPLIANCE WITH THE CITY OF ROSEVILLE, CA STANDARD SPECIFICATIONS LATEST EDITION. IMPROVEMENTS ARE ALSO TO BE IN COMPLIANCE WITH CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS LATEST EDITION, WHERE APPLICABLE. ALL WORK SHALL BE SUBJECT TO INSPECTION BY CITY OF ROSEVILLE, CA. 2. DESIGN: THE DRAWINGS HEREIN REPRESENT A GENERAL DESIGN TO BE IMPLEMENTED ON THE SITE DEPICTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE CITY TO CLARIFY PLAN DETAILS RELATED TO SITE OR CONSTRUCTION DETAILS RELATED TO THE SITE OR CONSTRUCTION DETAILS NECESSARY FOR PROJECT COMPLETION. 3. COORDINATION: CONTRACTORS SHALL COORDINATE INSTALLATION AND SCHEDULING WITH THAT OF CITY'S REPRESENTATIVE AND OTHER CONTRACTORS EFFICIENTLY AND IN A TIMELY MANNER, ENSURING THE PROJECT COMPLETION IS UNIMPEDED AND INSTALLED CORRECTLY. THE CITY REPRESENTATIVE TO BE CONTACTED DIRECTLY AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO BEGINNING WORK. 4. BIDDING INFORMATION: SEE PROJECT SPECIFICATIONS, SPECIAL PROVISIONS, GENERAL REQUIREMENTS, AND TECHNICAL SPECIFICATIONS FOR CONTRACTOR RESPONSIBILITIES RELATED TO BIDDING INFORMATION AND SITE VISITS PRIOR TO BID SUBMITTAL. 5. SITE CONDITIONS: SEE PROJECT SPECIFICATIONS FOR CONTRACTOR RESPONSIBILITIES RELATED TO SITE CONDITIONS. CONTRACTOR TO EXAMINE EXISTING CONDITIONS OF SITE. IN THE EVENT THAT ON-SITE CONDITIONS DIFFER FROM CONDITIONS DEPICTED ON PLANS AND WILL IMPACT THE INSTALLATION PROCESS, THE CONTRACTOR WILL SUBMIT THESE FINDINGS TO THE CITY IN WRITING PRIOR TO BEGINNING WORK. COMMENCEMENT OF WORK IMPLIES ACCEPTANCE OF THE EXISTING SITE CONDITIONS.SHOWN HEREIN ARE SUPERIMPOSED OVER DATA PROVIDED TO THE LANDSCAPE ARCHITECT BY OTHER SOURCES. THE CITY OF MODESTO SHALL NOT BE LIABLE FOR THE CHANGES, INACCURACIES, OMISSIONS, OR OTHER ERRORS RELATED TO THIS DATA. THE BASE INFORMATION IS PROVIDED AS AN AID ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL DOCUMENTS AND ACCOMMODATING ANY DISCREPANCIES. 6. BASE INFORMATION PROVIDED BY: CITY OF ROSEVILLE 316 VERNON STREET ROSEVILLE, CA 95678 PHONE: (916) 772-7529 7. UTILITIES SHOWN HAVE BEEN PLOTTED FROM RECORD INFORMATION. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH UNDERGROUND SERVICE ALERT (U.S.A.) TO DETERMINE, IN THE FIELD, THE LOCATION OF ALL UNDERGROUND UTILITIES DURING CONSTRUCTION, CONTRACTOR SHALL PROTECT AND USE EXTREME CAUTION WHEN EXPOSING AND/OR WORKING NEAR EXISTING UTILITIES. 8. UTILITY COMPANIES ARE MEMBERS OF THE UNDERGROUND SERVICE ALERT (U.S.A.) ON-CALL PROGRAM. THE CONTRACTOR AND ANY SUBCONTRACTORS SHALL CONTACT U.S.A. AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO BEGINNING WORK. ONLY EXCAVATIONS WILL REVEAL ACTUAL TYPES, LOCATIONS, SIZES AND DEPTHS OF UNDERGROUND UTILITIES. THE CITY OF MODESTO ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF9. UNDERGROUND UTILITIES OR OF BURIED EXISTING OBJECTS AND UTILITIES NOT SHOWN ON THESE PLANS. 9. THE CONTRACTOR SHALL KEEP A CURRENT SET OF DRAWINGS ON SITE AT ALL TIMES WITH DEVIATIONS FROM ORIGINAL PLANS AND SPECIFICATIONS NOTED. UPON PROJECT COMPLETION THE CONTRACTOR WILL PROVIDE THE CITY WITH A DIGITAL FORMAT AND HARD COPY COMPLETE SET OF RECORD DRAWINGS. 10. CONTRACTOR SHALL LOCATE AND PRESERVE ALL SURFACE AND SUB-SURFACE FACILITIES WHICH MAY BE IN THE WORKING AREA. LAYOUT NOTES: 1. MANUFACTURER NAMED ITEMS ARE FOR STANDARD OF REFERENCE AND DO NOT NECESSARILY LIMIT SUPPLY TO NAMED MANUFACTURERS. 2. CONTRACTOR SHALL EXAMINE RELATED WORK AND SURFACES BEFORE STARTING WORK OF THIS SECTION AND SHOULD REPORT TO THE CITY IN WRITING ANY CONDITIONS WHICH WILL PREVENT THE PROPER PROVISION OF THIS WORK. BEGINNING THE WORK OF THIS SECTION WITHOUT REPORTING UNSUITABLE CONDITIONS CONSTITUTES ACCEPTANCE OF CONDITIONS. ANY REQUIRED REMOVAL, REPAIR OR REPLACEMENT OF THIS WORK CAUSED BY UNSUITABLE CONDITIONS SHALL BE DONE AT NO ADDITIONAL COST TO THE CITY. 3. ALL EARTHWORK, GRADING AND SOIL DELIVERY/REMOVAL IS TO BE PROVIDED BY THE CONTRACTOR, IF APPLICABLE. 4. ALL CONCRETE FINISHES SHALL BE VERIFIED WITH CITY REPRESENTATIVE PRIOR TO INSTALLATION PER PROJECT SPECIFICATIONS. SOIL QUANTITY: 1. THIS PROJECT HAS BEEN DESIGNED TO BALANCE CUT AND FILL. CITY OF ROSEVILLE GENERAL NOTES: THIS PROJECT SHALL CONFORM TO THE APPROVED PLANS AND THE PARKS CONSTRUCTION STANDARDS, LATEST EDITION. CONTRACTOR TO PROVIDE ALL MATERIALS NEEDED TO INSTALL SCOPE OF WORK SCOPE OF WORK: SCOPE OF WORK TO INCLUDE, BUT NOT LIMITED TO, THE FOLLOWING: REMOVE AND REPLACE EXISTING AC COURT PAVEMENT AND TENNIS & PICKLEBALL EQUIPMENT, REMOVE AND REPLACE ENTRANCE GATES AT SELECT LOCATIONS, PROVIDE AND INSTALL SHADE STRUCTURE, PROVIDE AND INSTALL NEW BENCHES AT SELECT LOCATIONS, INSTALL UNDER WALK DRAIN AT SELECT LOCATIONS - REFER TO SCOPE OF WORK PLANS FOR FURTHER BREAK DOWN OF SCOPE OF WORK SHEET INDEX: 1 COVER SHEET 2 SCOPE OF WORK PLAN 3 EXISTING CONDITIONS PLAN 4 DEMO PLAN 5 LAYOUT PLAN 6 UNDER WALK DRAIN DETAILS 7 ADDITIONAL DETAILS VICINITY MAP: BUILDING CODE COMPLIANCE: ALL WORK SHALL CONFORM TO THE FOLLOWING MODEL CODES AND ALL APPLY TO THE MOST UP TO DATE CITY OF ROSEVILLE DESIGN STANDARDS: 2022 CALIFORNIA BUILDING CODE (CBC), WITH CITY OF ROSEVILLE AMENDMENTS 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE 2022 CALIFORNIA MECHANICAL CODE (CMC), 2022 CALIFORNIA PLUMBING CODE (CPC), 2022 CALIFORNIA ELECTRICAL CODE (CEC), WITH CITY OF ROSEVILLE AMENDMENTS 2022 CALIFORNIA ENERGY STANDARDS (CES), 2022 CALIFORNIA FIRE CODE, WITH CITY OF ROSEVILLE AMENDMENTS (RFC). NOTICE TO PLAN CHECKER: PROJECT NAME: WOODBRIDGE TENNIS / PICKLEBALL COURT IMPROVEMENTS PROJECT PROJECT AREA: 13,600 SQUARE FEET LOCATION MAP: PROJECT LOCATION N.T.S AC ASPHALT BC BACK OF CURB BOL BOLLARD BOW BACK OF WALK CATV CABLE TV BOX CB CATCH BASIN CLF CHAIN LINK FENCE COL COLUMN C CONCRETE DI DRAINAGE INLET EB ELECTRICAL JUNCTION BOX EP EDGE OF ASPHALT PAVEMENT FDC FIRE DEPARTMENT CONNECTION FL FLOWLINE FNC FENCE-HEIGHT & TYPE NOTED FOW FACE OF WALK GRD RAIL GUARD RAIL GM GAS METER GV GAS VALVE HV VLT HIGH VOLTAGE VAULT LIP LIP OF GUTTER MS CONCRETE MOW STRIP NG NATURAL GROUND PAV PAVEMENT PB PACIFIC BELL SLB STREET LIGHT BOX SSCO SANITARY SEWER CLEAN OUT SSMH SANITARY SEWER MAN HOLE SW SIDEWALK TC TOP OF CURB TCDO TOP OF CURB DRIVE OVER T 22" TREE W/ 22" DIAMETER TRUNK WF WOOD FENCE-HEIGHT NOTED WM WATER METER WV WATER VALVE WVLT WATER VAULT NIC NOT IN CONTRACT ABBREVIATIONS: N.T.S PROJECT LOCATION N N JANUARY 2025 NONE 1 7 SIERRA BOULEVARD MANZANITA AVENUE

SEQUOIA STREET

MARIPOSA STREET
INTERSTATE 80 DOUGLAS BOULEVARD WASHINGTON BOULEVARD

1. REMOVE/SALVAGE EXISTING BENCH AND RELOCATE AS SHOWN. INSTALL VIA IN SURFACE MOUNT AND PER PARKS STANDARD DETAIL PK-24. 1.1. REMOVE EXISTING BENCH AND INSTALL SAVAGED BENCH IN SURFACE MOUNT, PER PARKS STANDARD DETAIL PK-24. 1.2. EXISTING BENCH TO BE SALVAGED AND REINSTALLED IN SURFACE MOUNT, PER PARKS STANDARD DETAIL PK-24. 1.3. EXISTING UTILITY BOX TO BE PROTECTED IN PLACE AND TRASH CAN TO BE PUT BACK IN PLACE AFTER CONSTRUCTION. 2. REMOVE AND REPLACE EXISTING AC PAVEMENT. REFER TO CITY SPECIFICATIONS FOR TYPE AND PROCESS. 3. COMPACT EXISTING BASE AND PROVIDE AND INSTALL NEW BASE AS NEEDED. REFER TO CITY SPECIFICATIONS FOR TYPE AND PROCESS. 4. PROVIDE AND INSTALL THREE (3) 6' BENCHES IN SURFACE MOUNT AS SHOWN. NEW BENCHES SHALL BE MODEL #BYP0-A-32-00 AS MANUFACTURED BY MYTCOAT, OR APPROVED EQUAL. INSTALL PER PARKS STANDARD DETAIL PK-24. COLOR TO BE SELECTED BY THE CITY. 5. CITY TO PURCHASE NEW 24' X 10' COVERED SHADE STRUCTURE FOR SEATING AREA AS SHOWN. SHADE STRUCTURE SHALL BE HIP T CANTI AS MANUFACTURED BY USA SHADE. COLOR TO BE SELECTED BY THE CITY. CONTRACTOR TO INSTALL PER MANUFACTURES RECOMMENDATIONS. 6. REMOVE EXISTING TENNIS NETS (2) AND POSTS (4) AND INSTALL NEW TENNIS NETS (1), AND POSTS (2), AND FOOTINGS PER USTA. NEW TENNIS NET SYSTEM: POSTS SHALL BE MODEL #RTP-300-BLK, NET SHALL BE MODEL #TPL-5, GROUND ANCHOR SHALL BE MODEL #A-2. TENNIS NET TIE DOWN STRAP SHALL BE MODEL #CS-1, ALL COMPONENTS MANUFACTURED BY JAYPRO SPORTS OR APPROVED EQUAL - CONTRACTOR TO CONFIRM WHICH ADDITIONAL COMPONENTS COME WITH PURCHASE OF NET AND POST. COLOR TO BE SELECTED BY CITY. INSTALL PER MANUFACTURES SPECIFICATIONS/RECOMMENDATIONS. 7. PROVIDE AND INSTALL NEW PICKLEBALL NETS (2), POSTS (4), AND FOOTINGS PER USAPA. PICKLEBALL BET SYSTEM: POSTS SHALL BE MODEL PPR10BK, NETS, CENTER GROUND ANCHOR, AND FOOTINGS, SHALL BE PPR-10. ALL COMPONENTS MANUFACTURED BY JAYPRO SPORTS, OR APPROVED EQUAL- CONFIRM WHICH ADDITIONAL COMPONENTS COME WITH PURCHASE OF NET AND POST. COLOR TO BE SELECTED BY CITY. INSTALL PER MANUFACTURES SPECIFICATIONS/RECOMMENDATIONS. 8. PROVIDE AND INSTALL NEW TENNIS COURT STRIPING PER USTA. PLEXIPAVE HI-HIDE PLEXICOLOR LINE PAINT, OR APPROVED EQUAL. INSTALL PER MANUFACTURES RECOMMENDATIONS 9. PROVIDE AND INSTALL NEW PICKLEBALL COURT STRIPING PER USAPA. PLEXIPAVE HI-HIDE PLEXICOLOR LINE PAINT, OR APPROVED EQUAL. COLOR TO BE SELECTED BY THE CITY. INSTALL PER MANUFACTURES SPECIFICATIONS/RECOMMENDATIONS. 10. PROVIDE AND INSTALL NEW 6' TALL CHAIN LINK FENCE WITH WINDSCREEN. WINDSCREEN SHALL BE PUTTERMAN ATHLETICS TENN-AIR PRO, OR APPROVED EQUAL. COLOR AS SELECTED BY THE CITY. INSTALL FENCE PER PARKS STANDARD DETAIL PK-40. 11. REMOVE AC WALK AND REPLACE EXISTING SWING GATE WITH CHAIN LINK FENCE TO MATCH EXISTING PERIMETER FENCING. PROVIDE AND INSTALL FENCE PER PARKS STANDARD DETAIL PK-40. PURCHASE AND INSTALL 3" THICK WALK ON BARK MULCH WHERE AC WALK EXISTED. REFER TO CITY SPECIFICATIONS FOR BARK TYPE. 12. REMOVE AND REPLACE EXISTING SWING GATE WITH CHAIN LINK FENCE. PROVIDE AND INSTALL FENCE PER PARKS STANDARD DETAIL PK-40. 13. REMOVE EXISTING CHAIN LINK FENCE, PROVIDE AND INSTALL NEW CHAIN LINK SWING GATE PER PARKS STANDARD DETAIL PK-40. ALL NEW GATES SHALL FOLLOW THE SAME SIZING AND FORM AS ORIGINAL GATES 14. REMOVE CONCRETE GUTTER, INSTALL UNDER WALK DRAIN AND COBBLE AS SHOWN ON PLANS. CITY TO PROVIDE COBBLE. SEE SHEET L1.3 FOR DETAILS. 15. PROVIDE AND INSTALL TWO SIX (6') TALL SWING GATES WITH WINDSCREEN. WINDSCREEN SHALL BE PUTTERMAN ATHLETICS TENN-AIR PRO, OR APPROVED EQUAL. COLOR AS SELECTED BY THE CITY. INSTALL GATE PER PARKS STANDARD DETAIL PK-40. 16. REMOVE EXISTING MULCH AS SHOWN, PROVIDE AND INSTALL 3" THICK WALK ON BARK MULCH. REFER TO DEMOLITION PLAN REGARDING CITY SPECIFICATIONS AND TYPE. PROTECT EXISTING IRRIGATION IN PLACE IN KIND. CONTRACTOR TO REPLACE ANY DAMAGED IRRIGATION EQUIPMENT DURING CONSTRUCTION, TYP. 17. PROVIDE AND INSTALL 9' TALL COURT PERIMETER WINDSCREEN. WINDSCREEN SHALL BE PUTTERMAN ATHLETICS TENN-AIR PRO, OR APPROVED EQUAL. COLOR AS SELECTED BY THE CITY WOODBRIDGE PARK TENNIS & PICKLEBALL COURT RENOVATION PROJECT SCOPE OF WORK BASE BID ADD ALTERNATIVE 6"SS 6"SS 6"W 6"W SS 4 1.2 1 1.1 1.3 5 6 2 2 7 9 979 3 3 10 11 17 17 17 11 13 12 14 13 1515 161616 8 17 EXISTING HALF BASKETBALL COURT TO REMAIN - PROTECT DURING COURSE OF CONSTRUCTION LIMIT OF WORK 1:10 & 2 7 0' 05' 10' 20' N PRESENTATION: DESIGN: VERIFICATION: DRAWING: R E V I S I O N E S N° DATE 415 SIERRA BLVD, ROSEVILLE, CA, 95678 CONSULTANT: APPROVED : SHEET: OF JOSHUA RAUL CERVANTES SCALE: DATE: L0.0 WOODBRIDGE TENNIS & PICKLEBALL COURT RENOVATION CONSTRUCTION/SCOPE OF WORK PLAN JANUARY 2025 6"SS
SS EXISTING MAINTENANCE GATE EXISTING AC PAVEMENT EXISTING COMFORT STATION EXISTING COVERED BOCCE BALL COURT EXISTING BENCH (TYP.) EXISTING CHAIN LINK FENCE (TYP.) EXISTING LIGHT FIXTURE (TYP.) EXISTING STORAGE BOXES EXISTING TENNIS/PICKLE BALL COURTS EXISTING LIGHT FIXTURE (TYP.) EXISTING LIGHT FIXTURE (TYP.) EXISTING CONCRETE PAD EXISTING CONCRETE GUTTER EXISTING UTILITY LINES TO PROTECT IN PLACE EXISTING TRASH CAN AND UTILITY TO REMAIN IN PLACE EXISTING CONCRETE SLOPED WALK EXISTING BARK MULCH EXISTING UTILITY TO REMAIN IN PLACE 2 2 2 2 2 EXISTING HALF BASKETBALL COURT TO REMAIN - PROTECT DURING COURSE OF CONSTRUCTION PROTECT AND/OR REPLACE EXISTING IRRIGATION EQUIPMENT IN KIND (TYP.) REFER TO CITY SPECIFICATIONS, LATEST EDITION LIMIT OF WORK SYMBOL QTY NAME / ITEM EXISTING BARK MULCH EXISTING CONCRETE APPROX. 1,500 SQ FT. APPROX. 260 SQ FT. EXISTING AC PAVEMENT EXISTING LIGHT FIXTURES TO REMAIN APPROX. 11,860 SQ FT. 5 REMARKS EXISTING MULCH WITHIN THE SCOPE OF WORK EXISTING CONCRETE WITHIN THE SCOPE OF WORK EXISTING AC COURT PAVEMENT WITH CRACKS LIGHT FIXTURES TO BE PROTECTED IN PLACE EXISTING CONDTIONS SCHEDULEEXISTING CHAIN LINK SWING GATES 3 REFER TO DEMO PLAN FOR CHAIN LINK SWING GATE REMOVAL LOCATIONS 12 EXISTING TREES TO REMAIN TREES TO BE PROTECTED IN PLACE 6"SS - EXISTING UTILITY LINE PROTECT IN PLACE - EXISTING WATER LINE PROTECT IN PLACE PRESENTATION: DESIGN: VERIFICATION: DRAWING: R E V I S I O N E S N° DATE 415 SIERRA BLVD, ROSEVILLE, CA, 95678 CONSULTANT: APPROVED : SHEET: OF JOSHUA RAUL CERVANTES SCALE: DATE: L1.0 WOODBRIDGE TENNIS & PICKLEBALL COURT RENOVATION EXISTING CONDITIONS PLAN Xref ..\xREF\xTB 24 x 36 - DRAINAGE DETAILS.dwg 1:10 3 7 0' 05' 10' 20' N JANUARY 2025 6"SS 6"W
SS REMOVE AND REPLACE AC PAVEMENT REMOVE CHAIN LINK FENCE AND INSTALL SWING GATE REMOVE SECTION OF CONCRETE GUTTER AS SHOWN AND INSTALL UNDER WALK DRAIN REMOVE AND REPLACE BARK MULCH (ADD ALTERNATE) REMOVE EXISTING BENCH AND REPLACE WITH SALVAGED BENCH REMOVE CONCRETE WALK AND REPLACE WITH BARK MULCH REMOVE EXISTING GATE AND SEAL CHAIN LINK FENCE REMOVE EXISTING GATE AND SEAL CHAIN LINK FENCE REMOVE CHAIN LINK FENCE AND INSTALL SWING GATE REMOVE AND REPLACE BARK MULCH (ADD ALTERNATE) AL1.3 PK-24 L1.4 PK-40 L1.4 (TYP.) (TYP.) REMOVE/SALVAGE EXISTING BENCH AND RELOCATE AS SHOWN EXISTING UTILITY BOX TO REMAIN IN PLACE EXISTING HALF BASKETBALL COURT TO REMAIN - PROTECT DURING COURSE OF CONSTRUCTION EXISTING MAINTENANCE GATE TO REMAIN REMOVE EXISTING BENCH DURING CONSTRUCTION AND REINSTALL IN SURFACE MOUNT PER CITY SPECIFICATIONS LIMIT OF WORK PROTECT AND/OR REPLACE EXISTING IRRIGATION EQUIPMENT IN KIND (TYP.) REFER TO CITY SPECIFICATIONS, LATEST EDITION DEMO SYMBOL QTY NAME / ITEM REMOVE AND REPLACE EXISTING WALK ON MULCH REMOVE CONCRETE APPROX. 1,500 SQ FT. APPROX. 208 SQ FT. REMOVE AND REPLACE EXISTING AC PAVEMENT. REMOVE EXISTING SECTIONS OF CHAIN LINK FENCE APPROX. 11,860 SQ FT. APPROX. 50 LF. REMARKS REFER TO BARK MULCH NOTES FOR SPECIFICATIONS REMOVE EXISTING CONCRETE AND REPLACE WITH ELEMENTS PER SCOPE OF WORK PLAN PROVIDE AND INSTALL MULTI-PART ACRYLIC COLOR AND SURFACING SYSTEM, PLEXIPAVE SYSTEM AS MANUFACTURED BY CALIFORNIA SPORTS SURFACES, OR EQUAL, OVER 2-1/2" AC PAVING. AC PAVING TO BE PLACED IN 2 LIFTS REPLACE WITH ACCESS GATE AS SHOWN IN SCOPE OF WORK PLAN DEMO SCHEDULE SHEET # DETAIL # 2 REMOVE EXISTING SWING GATE REPLACE WITH CHAIN LINK FENCE AS SHOWN IN SCOPE OF WORK PLAN XXX 1 REMOVE/REPLACE BENCH REMOVE EXISTING BENCH AS SHOWN AND REPLACE WITH SALVAGED BENCH AS SHOWN ON SCOPE OF WORK PLAN APPLY THREE (3') INCHES OF BARK MULCH IN AREAS AS SHOWN - KEEP MULCH A MINIMUM OF FOUR (4') INCHES AWAY FROM EXISTING TREE TRUNKS. TAPER MULCH PROFILE AWAY FROM TREE TRUNK TO AVOID SUBSEQUENT COLLECTION. CONTRACTOR MUST RECEIVE AN APPROVED SUBMITTAL PRIOR TO INSTALLATION BARK MULCH TO BE: A.A. REGULAR "WALK-ON" FIR BARK AS MANUFACTURED BY REDI-GRO CORPORATION, SACRAMENTO, CA (916) 381-6063, MALLARD CREEK, INC, ROCKLIN, CA (916) 645-1681, MY BARK COMPANY, INC., LINDEN, CA (209) 649-4250 OR ACCEPTED EQUAL. B.B. DECORATIVE BARK, SHREDDED LUMBER OR SAW DUST, AND CONSTRUCTION DEBRIS ARE NOT PERMITTED. THE MULCH MUST BE FREE OF NEEDLES. BARK MULCH NOTES* 0' 05' 10' 20' N PRESENTATION: DESIGN: VERIFICATION: DRAWING: R E V I S I O N E S N° DATE 415 SIERRA BLVD, ROSEVILLE, CA, 95678 CONSULTANT: APPROVED : SHEET: OF DEMO PLAN JOSHUA RAUL CERVANTES SCALE: DATE: L1.1 WOODBRIDGE TENNIS & PICKLEBALL COURT RENOVATION 1:10 & 4 7 JANUARY 2025 6"SS 6"SS 6"W 6"W
SS
8' - 0" 9'
8' - 0" 7' - 0" 7' - 0" 7' - 0" MIN
20' - 0" 20' - 0" 4' - 0" 4' - 0" 9' 6' TALL WITH WIND SCREEN 11' - 6" 9' - 6" 9' - 6" 14' - 0" (TYP.) PROPOSED PICKLEBALL COURT PROPOSED PICKLEBALL COURT PROPOSED DUAL STRIPED TENNIS/PICKLE BALL COURT 6' TALL SWING GATE 6' TALL SWING GATE 6' TALL FENCE WITH WINDSCREEN PROPOSED SWING GATE PROPOSED ENTRANCE 24' 10'
6'
1'-6"
6'
1'-6"
6'
1'-6" SHADE STRUCTURE 6' LONG BENCHES (TYP.) REPLACE BENCH WITH SALVAGED BENCH EXISTING BENCH TO REMAIN LIMIT OF WORK REPLACE BARK MULCH (ADD ALTERNATIVE) REMOVE AC AND REPLACE WITH BARK MULCH REPLACE BARK MULCH (ADD ALTERNATIVE) AL1.3 PK-24 L1.4 PK-40 L1.4 PK-40 L1.4 (TYP.) (TYP.) (TYP.) 6' - 0" 6' - 0" REPLACE BARK MULCH (ADD ALTERNATIVE) 21'-4" 21'-4" 9' TALL COURT PERIMETER WINDSCREEN (ADD ALTERNATE) 9' TALL COURT PERIMETER WINDSCREEN (ADD ALTERNATE) EXISTING HALF BASKETBALL COURT TO REMAIN - PROTECT DURING COURSE OF CONSTRUCTION PROTECT AND/OR REPLACE EXISTING IRRIGATION EQUIPMENT IN KIND (TYP.) REFER TO CITY SPECIFICATIONS, LATEST EDITION CLEARANCE 30' 60'
15' 7' 7' 15' 20' 5'
8' MIN (TYP.) 5' (TYP.)
44' 10' 20' WIDTH COURT 22'
36"
34" NETTING SECTION PICKLEBALL NET AND POSTS - REFER TO SCOPE OF WORK FOR SPECIFICATIONS PICKLEBALL STRIPING PER CURRENT USAPA STANDARDS - REFER TO SCOPE OF WORK FOR SPECIFICATIONS PICKLEBALL AND POSTS - REFER TO SCOPE OF WORK FOR SPECIFICATIONS CLEARANCE 18' 21' 21' 18' 4'-6" 27' 4'-6" 42'-0" 21'-0"
20' MIN (TYP.) 7' TENNIS COURT NETTING SECTION 10' TENNIS STRIPING PER CURRENT USTA STANDARDS - REFER TO SCOPE OF WORK FOR SPECIFICATIONS TENNIS NET AND POSTS - REFER TO SCOPE OF WORK FOR SPECIFICATIONS PICKLEBALL STRIPING PER CURRENT USAPA STANDARDS - REFER TO SCOPE OF WORK FOR SPECIFICATIONS TENNIS NET AND POSTS - REFER TO SCOPE OF WORK FOR SPECIFICATIONS 36' SHEET # DETAIL # XXX T TENNIS/PICKLEBALL DUAL COURT LAYOUT P PICKLEBALL COURT LAYOUT SCALE: 1" - 10' SCALE: 1" = 10' 0' 05' 10' 20' N GENERAL NOTES: A) COURT LAYOUTS ARE PROVIDED AS A REFERENCE - CONTRACTOR TO CONFIRM COURT LAYOUTS WITH THE MOST UP TO DATE USAPA STANDARDS B) REFER TO SCOPE OF WORK PLAN FOR MATERIAL AND STRIPING SPECIFICATIONS GENERAL NOTES: A) COURT LAYOUTS ARE PROVIDED AS A REFERENCE - CONTRACTOR TO CONFIRM COURT LAYOUTS WITH THE MOST UP TO DATE USAPA/USTA STANDARDS B) REFER TO SCOPE OF WORK PLAN FOR MATERIAL AND STRIPING SPECIFICATIONS PRESENTATION: DESIGN: VERIFICATION: DRAWING: R E V I S I O N E S N° DATE 415 SIERRA BLVD, ROSEVILLE, CA, 95678 CONSULTANT: APPROVED : SHEET: OF LAYOUT PLAN JOSHUA RAUL CERVANTES SCALE: DATE: L1.2 WOODBRIDGE TENNIS & PICKLEBALL COURT RENOVATION 1:10 & 5 7 JANUARY 2025 BL1.3BL1.3 CL1.3 CL1.3 DL1.3 DL1.3 EL1.3 EL1.3 WELDED STEEL STUD OR #4 REBAR (TYP.) BEGIN GUTTER TAPER 2 FEET BEHIND THE START OF UNDER WALK DRAINALIGN START OF UNDER WALK DRAIN WITH EXISTING FENCE POLE EXISTING CONCRETE GUTTER EXISTING FENCE POLE WATER TO DAYLIGHT INTO ROCK COBBLE ROCK COBBLE 3" - 6" DIAMETER (8 SQUARE FEET) PROVIDED BY CITY EXISTING CONCRETE PAD TO REMAIN BARK MULCH EXISTING CONCRETE WALK EXISTING BASKETBALL COURT EXISTING UTILITY BOX TO REMAIN EXISTING FENCE (TYP.) PICKLEBALL / TENNIS COURT 5' - 0" 2' - 6" (TYP.) 1' - 5" (TYP.) WIDTH OF GUTTER 2' - 0" CHECKER PLATE - CONTRACTOR TO VERIFY LENGTH AND WIDTH SIZE OF CHECKER PLATE NEEDED 1'-9" SAW CUT AT FENCE LINE FINISHED GRADE CONTRACTOR TO VERIFY CHECKER PLATE SIZE COMPACTED SUBGRADECONTRACTOR TO PROVIDE MESH COVER AT THE START OF UNDER WALK DRAIN 4" x 3" x 14" STEEL TUBE 18" CHAMFER BOTH ENDS EXISTING FENCE POLE TAPERED GUTTER AT UNDER WALK DRAIN 3" FINISHED GRADE CONTRACTOR TO VERIFY CHECKER PLATE SIZE COMPACTED SUBGRADE 12" x 2" WELDED STEEL STUD OR #4 REBAR, 2 REQUIRED EACH SIDE 4" x 3" x 14" STEEL TUBE 18" CHAMFER BOTH ENDS CHECKER PLATE STEEL TUBE WATER FLOW EXISTING GUTTER PROFILE BEGIN GUTTER TAPER 2 FEET BEHIND THE START OF UNDER WALK DRAIN 2' ROCK COBBLE 3" - 6" DIAMETER STEEL TUBE CHECKER PLATE COMPACTED SUBGRADE WATERFLOW 10" LOWER GRADE SLIGHTLY FOR ROCK COBBLE PRESENTATION: DESIGN: VERIFICATION: DRAWING: R E V I S I O N E S N° DATE 415 SIERRA BLVD, ROSEVILLE, CA, 95678 CONSULTANT: APPROVED : SHEET: OF JOSHUA RAUL CERVANTES SCALE: DATE: L1.3 WOODBRIDGE TENNIS & PICKLEBALL COURT RENOVATION UNDER WALK DRAIN DETAILS D UNDER WALK DRAIN GUTTER TAPER PROFILE SCALE: NONE E UNDER WALK DRAIN DAYLIGHT AT ROCK COBBLE SCALE: NONE A UNDER WALK DRAIN PLAN VIEW SCALE: NONE C UNDER WALK DRAIN STANDARD PROFILE SCALE: NONE B UNDER WALK DRAIN MESH COVER AT START OF DRAIN SCALE: NONE GENERAL NOTES: A) CONTRACTOR TO VERIFY LENGTH / WIDTH OF UNDER WALK DRAIN AND CHECKER PLATE NEEDED TO FIT IN PLACE OF EXISTING GUTTER. ORDER CUSTOM SIZING AS NEEDED UPON CITY APPROVAL. B) REMOVER EXISTING GUTTER TWO (2) FEET BEHIND EXISTING GATE POLE AND TAPER NEW CONCRETE GUTTER TO BOTTOM OF UNDER WALK DRAIN AS SHOWN. C) ALL HARDWARE SHALL BE GALVANIZED PER CALTRANS SPECIFICATIONS D) UNDER WALK DRAIN MATERIALS SHALL FOLLOW MOST UP TO DATE CITY OF ROSEVILLE PARKS SPECIFICATIONS AND APPROVED BY THE CITY OF ROSEVILLE PARKS, RECREATION, AND LIBRARIES DEPARTMENT PRIOR TO INSTALL E) CONTRACTOR TO PROVIDE ALL UNDER WALK DRAIN MATERIALS NONE 6 7 JANUARY 2025 PRESENTATION: DESIGN: VERIFICATION: DRAWING: R E V I S I O N E S N° DATE 415 SIERRA BLVD, ROSEVILLE, CA, 95678 CONSULTANT: APPROVED : SHEET: OF ADDITIONAL DETAILS JOSHUA RAUL CERVANTES SCALE: DATE: L1.4 WOODBRIDGE TENNIS & PICKLEBALL COURT RENOVATION NONE 7 7 JANUARY 2025 INSTALL IN SURFACE MOUNT PER MANUFACTURES RECOMMENDATIONS Project Manual for the
Woodbridge Park Tennis &
Pickleball Court Renovations
Project
February 2025
The latest edition of the City of Roseville Parks Construction Standards are incorporated by reference as a part of this Project Manual. The Parks Construction Standards are available at www.roseville.ca.us/parksintheworks.

Parks, Recreation & Libraries
316 Vernon Street, Suite 400
Roseville, California 95678
www.roseville.ca.us

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
(916) 774-5505 • (916) 773-5595 Fax • (916) 774-5220 TDD • [email protected] • www.roseville.ca.us/parks Notice to Bidders
DATE: March 20, 2025
TO: Prospective Bidders
FROM: Joshua Cervantes, Park Development Project Manager RE: Woodbridge Park Tennis & Pickleball Court Renovation Project Project Description: The City of Roseville is now accepting bid proposals for the Woodbridge Park Tennis & Pickleball Court Renovations Project. The scope of work for the base bid includes replacing the courts foundational slab, installing new striping and equipment, color-coat resurfacing the court area, upgrading entrances to ensure ADA compliance, adding new benches, and the installation of a new shaded seating area. Add Alternatives for this project includes installation of protective windscreens around the perimeter of the existing tennis/pickleball court, and for the removal and installation of new bark mulch along the tennis/pickleball frontage along Mariposa Street.

Contract Documents: A Project Manual, including all Contract Documents and the Proposal forms for bidding this project, may be obtained online from the City of Roseville’s website at www.roseville.ca.us/business/procurement_services/bids_rfps. All communications relative to this project shall be conducted through Public Purchase.

Potential bidders are advised to obtain all documents and specifications related to this project directly from the City of Roseville. The City of Roseville does not guarantee the accuracy of any forms, plans, or project manuals obtained through outside sources other than the City of Roseville. Furthermore, the City does not guarantee the distribution of any addendums or the accuracy of their content if obtained from a third party.

Bidders expressly assume the risk that their bid will be rejected from the use of project manuals or project plans obtained from third parties other than the City of Roseville.

Engineer’s Estimate: The engineer's estimate for construction of the base bid items is $265,000 Pre-Bid Meeting: Not Applicable
Questions: The deadline for submission of questions and clarifications regarding the Contract Documents is 4/2/2025. In order to meet the required timeline to issue addenda, questions will not be accepted after this date. Only Addenda issued by the City are binding. All questions shall be directed to the attention of Joshua Cervantes via Public Purchase at https://roseville.ca.us/rfp.

Bid Deadline: Proposals will be received at the Office of the City Clerk, 311 Vernon Street, Roseville, California, until 3:00 p.m. on 4/15/2025. The proposals will be publicly opened and read by the City Clerk or designee of the City of Roseville in the City Clerk’s Office at 3:05 p.m. on that same day.

The July 2023 edition of the City of Roseville Parks Construction Standards will be applicable to this project.

The successful bidder will be required to use the standards contained in the book for the construction of this project.

Parks, Recreation & Libraries
Park Development
316 Vernon Street, Suite 400
Roseville, California 95678

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
Parks, Recreation & Libraries
Park Development
316 Vernon Street, Suite 400
Roseville CA 95678
Notice to the apparent low bidder for the Woodbridge Park Tennis & Pickleball Renovation Project In order to move forward with the award of this project, the City of Roseville requests that you submit the following documents:

1. Agreement (two sets of originals, single-side print) with either:
 wet signatures from two corporate officers*, or
 wet signature from one corporate office plus the corporate seal * In accordance with Section 313 of the California Corporations Code, any document executed by a corporation requires the signature from at least one person from EACH of the following two groups:

GROUP ONE GROUP TWO

Chairman of the Board Secretary
President Assistant Secretary
Vice President Chief Financial Officer
Assistant Treasurer
If an officer holds a title in each of the above groups (dual title), that officer may sign for each of the two groups by two separate signatures with the appropriate title listed with his or her signature.

2. Public Works Faithful Performance Bond – fully executed and notarized

3. Public Works Labor and Materials Payment Bond – fully executed and notarized

4. Insurance Certificates – e-mailed to [email protected] and [email protected] We request that all documents be received by April 17, 2025.

Please contact us if you are unable to meet this deadline.

Send completed forms to:

City of Roseville - Parks, Recreation & Libraries Department Attn: Joshua Cervantes
316 Vernon Street, Suite 400
Roseville CA 95678
The Parks, Recreation & Libraries Department requires submittal of all of the above executed documents prior to City Council bid award.
916.746.1233 phone
www.roseville.ca.us

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

TABLE OF CONTENTS
Pagination Notation
Notice to Contractors NTC
Instructions to Bidders INT
Proposal PROP
Insurance Broker Information Packet INS
General Conditions for Buildings and Grounds GC
Supplemental Conditions SC
Specifications SPEC
Drawings DRAW
Assembly Bill No. 626 AB 626

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING

CITY OF ROSEVILLE

DEPARTMENT OF PARKS, RECREATION, & LIBRARIES
Name of Project: Woodbridge Park Tennis & Pickleball Court Renovation

NOTICE TO CONTRACTORS
NOTICE IS HEREBY GIVEN THAT sealed Proposals will be received at the Office of the City Clerk, 311 Vernon Street, Roseville, California, until April 15, 2025 at 3:00 p.m. Late Proposals will be rejected. No exceptions.

The Proposals will be publicly opened and read by the City Clerk or designee of the City of Roseville at 3:05 p.m. on April 15, 2025 at the Office of the City Clerk located at 311 Vernon Street, Roseville California for the following project: Woodbridge Park Tennis & Pickleball Court Renovation.

A pre-bid meeting will be held at (Not Applicable).

A Project Manual, including all Contract Documents and the Proposal forms for bidding this project, may be obtained on-line from the City of Roseville’s website at https://www.roseville.ca.us/business/procurement_services/bids_rfps. All communications relative to this project shall be conducted through Public Purchase.

Bids shall be submitted on the City’s Proposal Forms included in the Project Manual, plainly endorsed with the Bidder’s name together with signed acknowledgement of any and all addenda. Proposal Forms shall be securely sealed in a suitable envelope marked with the name and address of the Bidder, and marked in capital letters on the front and back of the envelope as NTC - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
NTC - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] follows:
[NAME OF PROJECT]
(Name of Bidder)
(Address of Bidder)
Whether mailed or personally delivered, all bids shall be addressed to the City of Roseville, Office of the City Clerk, 311 Vernon Street, Roseville, California, 95678.

Each bid must be accompanied by a Bid Guaranty in the form of a Certificate of Deposit, Certified or Cashier’s Check, Bidder’s Bond or Irrevocable Standby Letter of Credit in an amount equal to at least ten percent (10%) of the Bidder’s Grand Total Price. The Bid Guaranty will be retained by the City and applied to any and all damages sustained by the City in the event that the successful Bidder fails or refuses to enter into the Contract awarded to it and to furnish all required bonds and Certificates of Insurance. The City intends to award the Contract to the lowest responsible Bidder based on the Grand Total Bid Price for all components of the Project.

To the extent allowed by law, the City reserves the right to reject any and all bids and/or to waive any irregularities or informalities in any bid or in the bidding procedure. The City specifically reserves the right to not award the Contract after the opening of bids.

Any bid may be withdrawn at any time prior to the time fixed in the public notice for the deadline submission of bids only by written request for the withdrawal of the bid filed with the City Clerk. The request shall be executed by the Bidder or his or her duly authorized representative. The withdrawal of a bid does not prejudice the right of the Bidder to file a new bid by the submission deadline. Whether or not bids are opened exactly at the time fixed in the public notice for opening bids, a bid will not be received after the deadline submission of bids

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
nor may any bid be withdrawn after the time fixed in the public notice for deadline for submission of bids. Immediately following the deadline for submission of bids all bids shall become the property of the City of Roseville and the City is under no obligation to return bids.

Bids will be examined and reported to the City Council within sixty (60) business days after the bid opening. Except as permitted by applicable law, no Bidder may withdraw its bid for a period of sixty (60) business days after the date of bid opening. Each Bidder will be notified of any award of the Contract by the City.

The City will affirmatively ensure non-discrimination on the basis of one or more of the following: race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, age, sexual orientation, or military and veteran status in the award and administration of contracts that it awards.

Pursuant to Public Contract Code Section 22300, the successful Bidder may submit certain securities in lieu of the City withholding retention of payments during the Project.

The City has determined that the Contractor shall possess a valid Class A, General Engineering Contractor's license at the time that the bid is submitted, as well as any other license classification as may be required by the laws of the California for the performance of the work specified in the Contract Documents. Said license shall be maintained during the Contract period. Failure to possess the specified license shall render the bid nonresponsive and will act as a bar to the award of the Contract to any Bidder not possessing such a license at the time of bid submittal. The Contractor shall provide certification of the license, its number and the expiration date on the proposal form.

The work is to be done in Placer County. Pursuant to California Labor Code Section 1773, the City has ascertained the General Prevailing Rate of Wages in the County in which the NTC - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
NTC - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] work is to be done to be as determined by the Director of Industrial Relations of the State of California. The Contractor is hereby made aware that information regarding prevailing wage rates may be obtained from the State Department of Industrial Relations and/or the following website address: http://www.dir.ca.gov/dlsr/DPreWageDetermination.htm. The Contractor is required to post a copy of the applicable wage rates at the job site. Attention is directed to Section 5 “Legal Relations and Responsibility” of the General Conditions.

Pursuant to Labor Code Section 1771.1(b), notice is hereby given that a contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in Labor Code Sections 1720, et seq., unless currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5 or exempt from registration requirements pursuant to Labor Code Section 1725.5(f). It is not a violation of Labor Code Section 1771.1 for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform work pursuant to Labor Code Section 1725.5 at the time the contract is awarded or is exempt from registration requirements pursuant to Labor Code Section 1725.5(f). The Contractor is hereby notified that this project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

Vehicles with a GVWR greater than 8,500 lbs. and light – duty package delivery vehicles operated in California may be subject to the California Air Resources Board Advanced Clean Fleets regulations. Such vehicles may therefore be subject to requirements to reduce emissions and air pollutants. For more information, please visit the CARB Advanced Clean Fleets

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
NTC - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] webpage at https://ww2.arb.ca.gov/our-work/programs/advanced-clean-fleets. In addition, certain off-road diesel vehicles may be subject to the CARB In-Use Off-Road Diesel-Fueled Fleets Regulation. For more information, please visit the CARB In-Use Off-Road Diesel-Fueled Fleets Regulation webpage at https://ww2.arb.ca.gov/our-work/programs/use-road-diesel-fueledfleets-regulation.

All questions prior to the deadline for bid submissions shall be directed to the attention of Joshua Cervantes via email at [email protected]. The deadline for submissions of questions and clarifications regarding the Contract Documents is 7 calendar days before the deadline for bid submissions. Only Addenda issued by the City are binding. ___________________________________
City Clerk, City of Roseville
Dated: _____________________________
Published: __________________________

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
INT - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

INSTRUCTIONS TO BIDDERS
SECTION 1. GENERAL
1-1.01 GENERAL. These Instructions to Bidders form a part of the Contract Documents. Capitalized terms are defined in the General Conditions Section 1. 1-1.02 EXAMINATION OF PLANS, CONTRACT DOCUMENTS AND
SITE OF THE WORK. The Bidder shall examine carefully the site of the Work and all the Contract Documents, including these Instructions to Bidders, and shall inform itself of the conditions relating to the execution of the Work. Failure to do so will not relieve the successful Bidder of its obligation to enter into an Agreement and complete the Work in strict accordance with the Contract Documents. Conditions relating to the execution of the Work include the requirements of federal, state, and local laws, statutes and ordinances relative to the execution of Work, including, but not limited to, applicable regulations concerning prevailing wage rates, non-discrimination in the employment of labor, protection of the public, employee health and safety, and environmental protection.

The submission of a bid shall be conclusive evidence that the Bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and scope of Work to be performed, the quantities of materials to be furnished, and as to the requirements of all the Contract Documents.
1-1.03 EXISTING INFORMATION. Where the Department has made investigations of site conditions, including subsurface conditions in areas where Work is to be performed under the Contract, such investigations are made only for the purpose of study and design. City does not represent that such conditions as found in these investigations or inferences or conclusions drawn as a result of these investigations will represent actual site

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
INT - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] conditions and hereby disclaims any liability as a result of Contractor’s or Bidder’s reliance on such investigations. City will presume that all Bidders have conducted their own site investigations, including investigations of subsurface conditions. Where such investigations have been made, Bidders or Contractors may, upon written request, inspect the records of the Department as to such investigations subject to the conditions set forth in these Instructions to Bidders. Such inspection of records may be made only at the location noted above. The records of such investigations are not a part of the Contract Documents and are shown solely for the convenience of the Bidder or Contractor. The City assumes no responsibility whatsoever with respect to the sufficiency or accuracy of the investigations made, the records thereof, or of the interpretations set forth therein or made by the City in its use thereof. The City makes no warranty or guarantee, either express or implied, that the conditions indicated by such investigations or records are representative of those existing throughout such areas, or any part thereof, or that unforeseen developments may not occur, or that materials other than, or in proportions different from those indicated, may not be encountered.

No information derived from such inspection of records of investigations or compilation thereof made by the City, the Department or from the Engineer, or his or her assistants, will in any way relieve the Bidder or Contractor from properly examining the site and making such additional investigations as it may elect, or from properly fulfilling the terms of the Contract.

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
INT - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 2: BID REQUIREMENTS
2-1.01 PROPOSAL FORMS. The Department will furnish to each Bidder standard Proposal Forms, which, when filled out and executed may be submitted as the bid.

Proposals shall include all pages in the Project Manual with page numbers marked “PROP” plus the Addendum acknowledgment form (front sheet) from all Addenda received by the Bidder.

Proposals shall be removed from the Project Manual. The full Project Manual shall not be submitted with the proposal. Bids not presented on forms so furnished will be disregarded.

The Proposal and one (1) copy thereof shall be submitted as directed in the “Notice to Contractors” under sealed cover plainly marked as a Proposal, and identifying the project to which the Proposal relates and the date of the bid opening therefor. Proposals which are not properly marked may be disregarded.

All blank spaces in the Proposal must be completed, as required, in ink. All price information shall be shown, clearly legible, in figures where required.

The Bidder shall sign the Proposal in the blank space provided therefor. If the Bidder is the sole owner, the Proposal shall be signed by the owner. If the Bidder is a corporation, the legal name of the corporation and its State of incorporation shall be set forth and the Proposal shall be signed by at least two officers authorized to sign contracts on behalf of the corporation.

If the Bidder is a partnership, the true name of the firm shall be set forth, the names and addresses of all partners shall be given and the Proposal shall be signed by a partner in the firm authorized to sign contracts on behalf of the partnership. If the Bidder is a joint venture, the Proposal shall be signed on behalf of each participating company by officers or other individuals who have the full and proper authorization to do so. If the Proposal is signed by an agent of the Bidder other than an officer of a corporation or a member of a partnership, a notarized Power of

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
INT - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Attorney must be on file with the City prior to opening of bids or must be submitted with the Proposal. If requested by the City, the Bidder shall promptly submit evidence satisfactory to the City of the authority of the person signing the Proposal. 2-1.02 SUBMISSION OF BIDS. Bids must be submitted at the prescribed time and location specified in the Notice to Contractors. Any submission received after the prescribed time shall be rejected, regardless of whether or not bids are opened exactly at the prescribed time.

Any unauthorized conditions or qualifications entered on, or changes made to, the Proposal may render it invalid and may cause its rejection.

No telegraphic, telephonic, or facsimile or other electronically transmitted bids will be considered.
2-1.03 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS. Each Proposal shall list the name, address and Contractor license number of each Subcontractor to whom the Bidder proposes to subcontract portions of the Work in an amount in excess of onehalf of one percent (0.5%) of its total bid, in accordance with Section 4100 to 4114, inclusive, of the Public Contract Code for the State of California. The Bidder shall list the Subcontractor’s license number and the portion of the Work that will be done by each Subcontractor. If the Bidder fails to specify a Subcontractor for any portion of the Work, the Bidder agrees to perform that portion of the Work itself, and represents that it is qualified to perform that portion of the Work itself. The Bidder's attention is invited to other provisions of the Public Contract Code related to the imposition of penalties for a failure to observe its provisions by using unauthorized Subcontractors or by making unauthorized substitutions. 2-1.04 CONTRACTOR’S LICENSING LAWS. Attention is directed to the

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
INT - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] provisions of Business and Professions Code Chapter 9 of Division 3 concerning the licensing of Contractors.

All Bidders at the time of bid submittal shall be licensed as Contractors in accordance with the laws of this State. Any Bidder or Contractor not so licensed is subject to the penalties imposed by such laws. The form of Contractor's license required is stated in the Notice to Contractors, provided that the City makes no representation as to whether the State may require other or additional licenses. It is the Bidder's and Contractor's responsibility to obtain the correct Contractor's licenses. Bidders shall be skilled and regularly engaged in the general class or type of Work called for under this Contract.

All Bidders and Contractors, including Subcontractors, shall have a current City business license before undertaking any Work.
2-1.05 NONCOLLUSION DECLARATION. By submitting a bid, the Bidder represents and warrants that such bid is genuine and not a sham or collusive or made in the interest or on the behalf of any person therein named, and that the Bidder has not, directly or indirectly, included or solicited any other Bidder to put in a sham bid, or any other person, firm, or corporation to refrain from bidding, and that the Bidder has not in any manner sought collusion to secure the Bidder an advantage over any other Bidder.

Bidders shall submit a properly completed and executed “Noncollusion Declaration” in the form required by Public Contract Code Section 7106 and provided with the Proposal (PROP11). 2-1.06 DISQUALIFICATION, REMOVAL OR OTHER PREVENTION OF BIDDING. A bid may be rejected on the basis of a Bidder, any officer of such Bidder, or any employee of such Bidder who has a proprietary interest in such Bidder, having been disqualified,

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
INT - 6
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] removed, or otherwise prevented from bidding on, or completing a federal, state, or local project because of a violation of law or a safety regulation.
2-1.07 PROPOSAL GUARANTY. All bids shall be accompanied by one of the following forms of Bidder's security: Cash, a cashier's check, a certified check, or a Bidder's bond executed by an admitted California surety insurer, made payable to the City of Roseville, or any other form of security deemed acceptable by the City Attorney. The security shall be in an amount equal to at least ten percent (10%) of the amount bid. A bid will not be considered unless one of the form of Bidder's security is enclosed with it.

A Bidder's bond shall conform to the City's bond form in the Proposal and shall be properly filled out and executed.
2-1.08 SCHEDULE OF BID PRICES. Bidders are directed to submit unit and lump sum prices for all Work set forth in the Contract Documents on the Proposal Form entitled “Schedule of Bid Prices.”
Unit prices and lump sum prices, as indicated, must be entered in the appropriate spaces provided in the Schedule of Bid Prices. If applicable, unit prices shall be multiplied by the quantities shown, and the total shall be inserted in the Amount column. In the event of any error or discrepancy between the unit price and the calculated amount, the unit prices shall govern.

The City may correct any mathematical errors apparent on the face of the bid.

The amounts shown in the Amount column must be added together in arriving at the Grand Total Bid Price.

Amounts for Allowance bid items must be entered in the exact amount in the Amount column.

The prices included within the Schedule of Bid Prices shall include all costs for labor,

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
INT - 7
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] materials, tools, equipment, services, Subcontractors, suppliers, taxes, insurance, shipment, delivery, overhead, profit, and all other costs necessary to perform the Work in accordance with the Contract Documents.

The Grand Total Bid Price shall be indicated in the Summary table form included with the Schedule of Bid Prices. The Grand Total Bid Price shall be the sum of the amounts bid for each of the designated portions of the Work, as more specifically described on the Schedule of Bid Prices form itself.

Full compensation for complying with the Contract Documents, including requirements of the Standard Specifications, the General Conditions, Supplemental Conditions, and all warranties, shall be considered included in the bid items and no additional compensation shall be allowed therefor.

Full compensation for completion of all work as shown on the plans, as specified in the Specifications, and as directed by the City, shall be considered included in the bid items and no additional compensation shall be allowed.

Bidders are strongly discouraged from submitting unbalanced bids. As used herein, the term “unbalanced bid” is defined as any bid that does not include a reasonable proportionate allocation of indirect costs and profit of each bid item indicated in the Schedule of Bid Prices.

The City reserves the right to reject any unbalanced bid if the City determines that there is a reasonable doubt that an acceptance of the bid will not result in the lowest ultimate cost to the City with regard to the work or a disproportionate distribution of contract funds.

The City reserves the right to delete any bid item in its entirety and/or significantly reduce the quantity of Work under a bid item. The City makes no representation that any Work under a bid item will be performed during the course of the Project or that the Work will be

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
INT - 8
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] performed at the quantities included in the Schedule of Bid Prices. As provided in the General Conditions, for any deleted Work, Contractor shall not be entitled to payment of the indirect costs and profit included for said bid item. All bid items shall be considered distinct and severable from the remaining bid items, and each Bidder acts at its peril if its bid is unbalanced.

The City shall compare bids on the basis of the Grand Total Bid Price, which includes the base bid and any alternates designated on the Schedule of Bid Prices. Alternates may or may not be awarded, or may be awarded in any combination, at the City’s discretion. 2-1.09 WITHDRAWAL OF PROPOSALS. Any bid may be withdrawn at any time prior to the time fixed in the Notice to Contractors for the opening of bids, provided that a request in writing, executed by the Bidder or its duly authorized representative, for the withdrawal of such bid is filed with the City Clerk. Facsimile and electronic mail requests are not acceptable. The withdrawal of a bid shall not prejudice the right of a Bidder to file a new bid. The withdrawal of any bid after the time fixed in the Notice to Contractors for the opening of bids will not be permitted.
2-1.10 ADDENDUM. Proposals shall include all costs and account for all Addenda issued prior to opening of bids. The Bidder is responsible for verifying that all issued Addenda have been received. An Addendum acknowledgment form for each Addendum shall be included as part of the Proposal submittal.
2-1.11 PUBLIC OPENING OF PROPOSALS. Proposals will be publicly opened and read at the time and place indicated in the Notice to Contractors. Bidders or their authorized agents are invited to be present.
2-1.12 TRENCHING AND EXCAVATION WORK. In accordance with the provisions of California Labor Code Section 6707, if the Work involves construction of a

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
INT - 9
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] pipeline, sewer, sewage disposal system, boring or jacking pits, or similar trenches or open excavations, which are five feet (5') or deeper, each bid submitted shall contain, as a bid item, adequate sheeting, shoring, and bracing, or equivalent method, for the protection of life or limb, which shall conform to all applicable safety orders.

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
INT - 10
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 3: EVALUATION OF BIDS
3-1.01 BID EVALUATION PROCESS. Bids will be evaluated to determine the apparent low Bidder. The apparent low Bidder will be determined on the basis of the Grand Total Bid Price, as shown in the Schedule of Bid Prices. If additive or deductive alternates are used in the Schedule of Bid Prices, the apparent low Bidder will be the Bidder with the lowest total of the bid prices for base contract items plus the alternates designated by the City as those that will be used for determining the lowest bid price. However, the City reserves the right to (1) not award any alternates or (2) award any combination of alternates.

In case of discrepancy between the total of the base contract items and any specified alternates and the stated Grand Total Bid Price, the total of the base contract items plus specified alternates shall prevail. Any mathematical errors that appear on the face of the bid will be corrected by the City and the City will use the mathematically corrected addition. For example, if the mathematical total of Bidder’s base contract items plus specified alternates equals $1,000,000, but the Bidder has written $1,250,000 as the Grand Total Bid Price, the City will consider $1,000,000 to be the Bidder’s Grand Total Bid Price for purposes of comparison to other Bidders and actual bid award. The City reserves its rights to reject or accept bids based on discrepancies between the stated Grand Total Bid Price and the actual mathematical total of the base contract bid items, plus specified alternates.
3-1.02 REJECTION OF IRREGULAR PROPOSALS. Proposals may be rejected in the City's sole discretion if they show any alterations of form, additions not called for, conditional bids, incomplete bids, erasures, or irregularities of any kind. However, the City reserves the right to waive any minor irregularities and informalities in any bid or in the bid procedure for any reason.

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
INT - 11
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 3-1.03 COMPETITIVE BIDDING. If more than one proposal is offered by any individual, firm, partnership, corporation, association, or any combination thereof, under the same or different names, all such proposals may be rejected. A party who has quoted prices on materials or Work to a Bidder is not thereby disqualified from quoting prices to other Bidders, or from submitting a bid directly for the materials or Work.

All Bidders are put on notice that any collusive agreement to control or affect the awarding of this Contract is in violation of the competitive bidding requirements of the City Charter, State Contract Act and the Business and Professions Code and may render void any Contract let under such circumstances.
3-1.04 RELIEF OF BIDDERS. If the Bidder claims a mistake was made in its bid, the Bidder shall give the Department written notice within five (5) Days after the opening of the bids of the alleged mistake, specifying in the notice in detail how the mistake occurred. No relief from a claimed mistaken bid shall be granted unless such mistake clearly appears on the face of the bid submitted to the City. Claimed mistakes on backup worksheets, spreadsheets, computerized bidding programs, or any other similar calculative bidding mistake which is not apparent on the face of the bid shall not under any circumstance be considered as a basis for relief. The burden of proving the occurrence of a mistake entitling a Bidder to relief from its bid rests entirely on the Bidder. Relief from bids shall be in the City's sole discretion.

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
INT - 12
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 4: AWARD AND EXECUTION OF CONTRACT
4-1.01 AWARD OF CONTRACT. The City reserves the right to reject any and all proposals and to award (or not award) any combination of bid items at its option. Any such award will be to the lowest responsible Bidder whose proposal complies with the requirements prescribed for the bid items awarded. Such award, if made, will be made within sixty (60) business days after the opening of the proposals. If the lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the second lowest responsible Bidder. Such award, if made, will be made within eighty-two (82) business days after the opening of proposals. If the second lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the third lowest responsible Bidder. Such award, if made, will be made within one hundred four (104) business days after the opening of the proposals. The above time periods within which the award of Contract may be made are subject to extension for such further period as may be agreed upon in writing between the City and the Bidder concerned.
4-1.02 RETURN OF BIDDER’S SECURITIES. Within ten (10) Days after the award of the Contract, the City Clerk will return all Bidders' securities, other than Bidders' bonds, accompanying the proposals that are not to be further considered in making the award.

Retained Bidders' securities will be held until the Contract has been fully executed, after which all Bidders' securities, except Bidders' bonds and any Bidders' securities that have been forfeited, will be returned.
4-1.03 CONTRACT BONDS. The successful Bidder shall furnish two (2)

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
INT - 13
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] bonds in the form contained in the section entitled Insurance Broker Information Packet and Bonds. One (1) bond shall secure the payment of the claims of laborers, mechanics or materialmen employed on the Work under the Contract, and the other bond shall guarantee the faithful performance of the Contract.

Each of the two (2) bonds shall be in a sum equal to one hundred percent (100%) of the Contract Price. If the Contract Price increases by the issuance of Change Orders, the penal amounts of the bonds required shall increase accordingly. Sureties on each of said bonds shall be satisfactory to the City.

All alterations, extensions of time, extra and additional Work, and other changes authorized by the Standard Specifications, the General Conditions, the Supplemental Conditions or any part of the Contract may be made without securing the consent of the surety or sureties on the Contract bonds.

Furthermore, the successful Bidder shall furnish a certificate from the County Clerk as required by California Civil Code of Procedure Section 995.660(a)(3). 4-1.04 INSURANCE. At the time of the execution of the Contract, the Contractor shall, at its own expense, procure, and at all times during the prosecution of the Work maintain in full force and effect Worker's Compensation Insurance, and Liability Insurance as specified in the General Conditions. The Contractor shall provide a Certificate of Insurance in the form contained in the section entitled Insurance Broker Information Packet. 4-1.05 EXECUTION OF CONTRACT. The Contract shall be signed by the successful Bidder and returned, together with all the required Contract bonds and insurance certificates, within fifteen (15) Days after the Contract has been awarded, or as otherwise directed, in writing, by the City.

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
INT - 14
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] If the Bidder is an individual, the Contract shall be executed personally by the Bidder. If the Bidder is a partnership, it is desirable that the Contract be executed by all of the partners, but it may be executed by one of them. If the Bidder is a corporation, it must be executed by two officers of the corporation consisting of (1) the chairman of the board, president or vice president; and (2) the secretary, assistant secretary, chief financial officer, treasurer or assistant treasurer, or by a person authorized by the corporation to execute written contracts on its behalf, and the corporate seal affixed thereto. In the alternative, a person other than an officer may sign the Contract, provided evidence satisfactory to the City is provided indicating the individual’s authority to bind the corporation. If the corporate seal is not affixed to the Contract, or if it is executed by a person other than officers, or only by one officer, there must be attached to the Contract a certified copy of a resolution of the corporation authorizing such officer or person to execute written contracts for and on behalf of the corporation. If the Bidder is a joint venture, the Contract must be executed on behalf of each participating firm by officers or other individuals who have the full and proper authorization to do so. 4-1.06 FAILURE TO EXECUTE CONTRACT. Failure of the lowest responsible Bidder, the second lowest responsible Bidder, or the third lowest responsible Bidder to execute the Contract and file acceptable bonds and insurance as provided within fifteen (15) Days after the Contract has been awarded, or as otherwise directed, in writing, by the City, shall be just cause for annulment of the award and forfeiture of the Bidder's security. The successful Bidder may file with the City Clerk a written notice, signed by the Bidder or Bidder's authorized representative, specifying that the Bidder will refuse to execute the Contract if presented to Bidder. The filing of such notice shall have the same force and effect as the failure of the Bidder to execute the Contract and furnish acceptable bonds within the time prescribed.

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
INT - 15
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 5: BID PROTEST PROCEDURES
5-1.01 POLICY/PROCEDURES. It is the policy of the City to consider fully and adjudicate promptly protests filed by prospective Bidders relating to the City’s bidding procedure or award of the Contract. Protests shall be filed and processed in accordance with Section 4.12.150 of the Roseville Municipal Code. A Bidder’s failure to follow the bid protest procedures may result in rejection of the protest by the City.

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING

PROPOSAL TO THE DEPARTMENT OF PARKS, RECREATION, AND LIBRARIES Project: Woodbridge Park Tennis & Pickleball Court Renovations Name of Bidder _________________________________ Business Phone ________________ Business Address
_______________________________________________________________ Place of Business _______________________________________________________________ Contractor’s License No. ______________________________________
License Expiration Date_______________________________________ License Classification Type __________________________________________ DIR Registration No. _________________________________________ Type of business organization:
*If a Corporation, incorporated under the laws of the State of:

City of Roseville Business License No.

The undersigned Bidder herewith submits this Proposal and binds itself on award by the City of Roseville under this bid to execute a Contract in accordance with its bid and the Contract Documents.

The Notice to Contractors, Instructions to Bidders, Form of Agreement, Specifications, General Conditions, Supplemental Conditions, Contract Drawings, and Addenda, if any, are made part of this bid and all provisions thereof are hereby accepted, and all representations and warranties are required thereby are hereby affirmed.

The work to be done is described in the Bidding Documents entitled Woodbridge Park Tennis & Pickleball Court Renovation, City of Roseville, California. This offer shall be irrevocable for a period of sixty (60) Days after the date on which bids are opened.

PROP - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
PROP - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] The undersigned Bidder understands that any clarification made to the above or any new and different conditions or information submitted on or with its Proposal, other than that requested, may render the bid non-responsive.

The undersigned, as Bidder, declares that the only persons or parties interested in this Proposal as principals are those named herein; that this Proposal is made without collusion with any other person, firm, or corporation; that the Bidder has carefully examined the location of the proposed Work, the attached Form of Agreement, and the plans, Specifications, and other Contract Documents; and agrees if this Proposal is accepted, that it will contract with the City of Roseville, in the form of a copy of the Agreement contained in the Project Manual, to provide all necessary machinery, tools, apparatus and other means of construction, and to do all the work and furnish all the materials specified in the Contract Documents, in the manner and time therein prescribed, and according to the requirements of the Director, as therein set forth, and that the Bidder will take in full payment therefore prices indicated in the Schedule of Bid Items, including all work modified by addendum numbers ________________. (IF NONE, STATE NONE).

Bids are required for all Bid Items. The amount of the Bid for comparison purposes will be the total of all items awarded.

The Bidder shall set forth for each item of work, in clearly legible figures, an item (“unit”) price and a total for the item in the respective spaces provided for this purpose in the Schedule of Bid Items.

The prices included within the Schedule of Bid Items include all costs for labor, materials, tools, equipment, services, Subcontractors, suppliers, taxes, insurance, shipment, delivery, overhead, profit, and for all other costs necessary to perform the Work in accordance

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
PROP - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] with the Contract Documents.

Accompanying this Proposal is _______________________________________________. (Notice: Insert the words “Cash $_________,” “Cashier's Check,” “Certified Check,” or “Bidder's Bond,” as the case may be, in an amount equal to at least ten percent (10%) of the total of the Bid.)
The names of all persons interested in the foregoing Proposal as Principals, are as follows: ______________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ If SOLE OWNER, execute here:

I sign as sole owner of the business named above:
_____________________________________________________________________________ If PARTNERSHIP, one or more partners sign here:

The undersigned certify that we are partners in the business named above and that we sign this bid with the full authority to do so:
____________________________________________________________________________ ____________________________________________________________________________ If CORPORATION, execute here:

Corporate Name: _______________________________________

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
PROP - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Incorporated under the laws of the State of ____________________________________ The undersigned certify that they sign this bid with the full and proper authorization so to do:

By
Signature of Authorized Official*
Title
Typewritten or Printed Name
By
Signature of Authorized Official*
Title
Typewritten or Printed Name
If JOINT VENTURE, execute here:

Joint Venture name composed of:

The undersigned certify that they sign this bid with the full and proper authorization so to do:

Signature of Authorized Official*
Title
Typewritten or Printed Name
Signature of Authorized Official*
Title
Typewritten or Printed Name
*If Bidder is a partnership or Joint Venture, give the full names of all partners and/or Joint Ventures in the space provided (use additional sheet if required). If Bidder is a corporation, two signatures are required as follows: (1) the Chairman, President, or Vice-President and (2) the Secretary, Assistant Secretary, Chief Financial Officer, Treasurer, or Assistant Treasurer. In the alternative, this Agreement may be executed by a single officer or a person other than an officer provided that evidence satisfactory to City is provided demonstrating that such individual is authorized to bind the corporation (example, a copy of a certified resolution from the corporation’s board or a copy of the corporation’s bylaws).

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
PROP - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] [LIST OF SUBCONTRACTORS FOLLOWS ON NEXT PAGE.]

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
PROP - 6
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

LIST OF SUBCONTRACTORS
Contractor’s Name: _________________________________
The Bidder is required to furnish the following information in accordance with the provisions of Section 4100 and 4114, inclusive, of the Public Contract Code of the State of California. This list and information shall include all Subcontractors that perform work, provide labor or render services to the Bidder in connection with the Project in an amount in excess of one-half of one percent (0.5%) of the total amount of the Bidder Grand Total Price.

PORTION/

TYPE OF
WORK
% OF

CONTRACT
SUBCONTRACTOR’S
NAME

CONTRACTOR
LICENSE NO. DIR REG NO. BUSINESS ADDRESS (CITY, STATE)

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
PROP - 7
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

SECURITY FOR COMPENSATION CERTIFICATE
(Required by California Labor Code Section 1861)
TO: City Council
City of Roseville
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this Contract. _________________________________
_________________________________
(Signature of Bidder)
_________________________________
_________________________________
Business Address
_________________________________
Telephone

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
PROP - 8
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] BIDDER’S BOND
City Council of the City of Roseville
KNOW ALL MEN BY THESE PRESENTS:

That we ________________________________________________________________ ___________________________________________________________, as PRINCIPAL, and ______________________________________________________________________________ a, __________________________________________ and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto the City of Roseville in the penal sum of _______________________________________________ dollars ($________________), being at least TEN PERCENT (10%) OF THE TOTAL AMOUNT OF THE BID of the Principal above named, submitted by said Principal to the City of Roseville, acting by and through the Public Works Director, for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, to the Director of the Department to which said Bid was submitted, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH,
That whereas the Principal has submitted the above-mentioned Bid to the City Council of the City of Roseville, as aforesaid, for certain construction specifically described as follows, for which Bids are to be opened at the Office of the City Clerk located at 311 Vernon Street, Roseville, California, on ____________________________, 20__ FOR (Copy here the exact title of work as it appears on the Proposal.)

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
PROP - 9
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] NOW, THEREFORE, IF THE AFORESAID PRINCIPAL is awarded the Contract and, within the time and manner required under the Contract Documents, after the prescribed forms are presented for signature, enters into a written Contract, in the prescribed form, in accordance with the Bid, and files all insurance and two (2) Bonds with the Department, one (1) to guarantee Faithful Performance and the other to guarantee Payment for Labor and Materials, as required by law, then this obligation shall be null and void; otherwise, it shall be and remain in full force and effect.

IN WITNESS WHEREOF, we have hereunto set our hands and seals on this _____ day of _____________________, 20___.
______________________________(Seal)
______________________________(Seal)
______________________________(Seal)
Principal
______________________________(Seal)
______________________________(Seal)
______________________________(Seal)
Surety
__________________________________
__________________________________
Business Address
NOTE: To be considered complete, both the Principal and the Surety must sign this Bidder’s Bond. In addition, signatures of those executing for the Surety must be properly acknowledged.

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
Project: Woodbridge Park Tennis & Pickleball Court Renovation Contractor

SCHEDULE OF BID ITEMS
The bidder, in compliance with the published Notice to Contractors, having examined the Plans and Specifications, any and all addenda, any related documents, and all of the sites of the proposed work, and being familiar with all the conditions surrounding the construction of the proposed project, including the availability of material, hereby proposes to furnish all labor, materials, and supplies, and to construct the project in accordance with the Contract Documents, within the time period set forth therein, and at the prices stated. This is a lump sum bid project. These prices are to include all labor, materials, supplies, and all other expenditures incidental to complete compliance to the Contract Documents.

The work to be included in the Contract shall be determined by the City prior to award of Contract.

The amount of the bid for comparison and award purposes shall be the total amount set forth in the “Grand Total Bid Price”. The City reserves the right to award none, all or selected add alternates as the budget permits.

BASE BID:

Base bid includes all work as shown on the plans, project manual, and addenda to construct the Woodbridge Park Tennis & Pickleball Court Renovation Project.

Numerical Base Bid: $_____________________ ____________________________ Written Base Bid: ________________ __________________dollars and__________ Add Alternates:

Add Alternate 1: Installation of protective windscreens around the perimeter of the existing tennis/pickleball court.

Numerical Total Bid: $______________________________________________________ Written Total Bid: _______________________________________dollars and__________ Add Alternate 2: Removal and Installation of new bark mulch along tennis/frontage along Mariposa Street.

Numerical Total Bid: $______________________________________________________ Written Total Bid: _______________________________________dollars and__________ PROP - 10A
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GRAND TOTAL BID PRICE:

Lump Sum Base Bid plus Add Alternates 1 and 2
Numerical Grand Total Bid Price: $__________________________________________________ Written Grand Total Bid Price: ___________________________________dollars and__________ The additions/deletions sheets (PROP-10C through PROP-10D) are required to be submitted with the proposal and shall be completed in their entirety. The additions/deletions sheets will not be considered for bid award, but may be used for contract change orders.

Contractor Name (print or type): ____________________________________________ Signature (by authorized representative): _____________________________________ Date: _______________________ License No.: _________________ Class: _______ PROP - 10A
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
For Additions and Deletions Only
Contractor shall provide itemized costs as shown below for use during construction for additions or deletions only. Unit costs to be listed are based on the project plans, specifications, Parks Construction Standards and the Design & Construction Standards, unless otherwise noted. Items listed are not necessarily shown on the plans or identified in the Technical Specifications.

Item Description Unit Unit Cost
1 EC-2 Preservation of Existing Vegetation sf
2 Not Used sf
3 Not Used sf
4 Not Used sf
5 Not Used sf
6 Not Used sf
7 Not Used ea
8 Not Used ea
9 Not Used sf
10 Not Used sf
11 SE-1 Silt Fence lf
12 SE-5 Fiber Rolls lf
13 Not Used ea
14 Not Used ea
15 Not Used lf
16 Not Used lf
17 SE-10 Storm Drain Inlet Protection ea
18 TC-1 Stabilized construction entrance/exit ea
19 Not Used ea
20 Site Security Fencing lf
21 Clear and Grub sf
22 Demolition sf
23 Grading sf

WOODBRIDGE PARK TENNIS & PICKLEBALL COURT RENOVATION
Items 1 through 19 are to be consistent with requirements detailed in California Stormwater Quality Association Stormwater Best Management Practice Handbook, latest edition.

PROP - 10B

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
For Additions and Deletions Only (continued)
Item Description Unit Unit Cost
24 AC Pavement sf
25 Multi-Part Acrylic Color and Surfacing System ea
26 Tennis Nets and Posts ea
27 Pickleball Nets and Posts ea
28 Chainlink Fence - Galvanized - 6' lf
29 Chainlink Fence - Galvanized - 10' lf
30 Windscreens - 6' lf
31 Windscreens - 9' lf
32 Court Striping ea
33 Bench ea
34 Base sf
35 Concrete sf
36 Swing Gate ea
37 3" Bark Mulch sf
38 Concrete Gutter sf
39 Undewalk Drain ea
40 Irrigation 3" Main Line lf
41 Irrigation Lateral lf
42 Irrigation Remote Control Valve ea
43 Irrigation Drip Tubing lf
44 45
46 47
48 49
50 WOODBRIDGE PARK TENNIS & PICKLEBALL COURT RENOVATION PROP - 10B

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING

PROJECT QUALIFICATIONS/EXPERIENCE SHEET
Project Name: _________________________________Company Name: _____________________________________ License Type: ________ The following shall be fully completed by the Contractor detailing previous experience which satisfies the project prerequisite. This prerequisite includes a minimum of five (5) park projects of similar size and scope to that of the current project and which has been completed by your company within the last three (3) years. This form shall be fully completed and submitted as a part of the Proposal/Bid Schedule. Failure to do so could be interpreted as an incomplete/non-responsive bid.

1. Project Name: _______________________________________________________________________ Acres _______ Location:___________________________ Owner: ___________________________________________________________ Contact Person: ____________________________________________________ Phone: (_____) ____________________ Contract Amount: $______________________________________ Year Completed _____________________________ Landscape Architect/Architect: ______________________________________________________________________ Phone: (_____) ______________________ Scope of Work (check all those that apply):
___ Grading ___ Drainage ___ Irrigation ___ Asphalt Concrete Work ___ Concrete Forming ___ Concrete Flatwork ___ Special Concrete Finishing ___ Decomposed Granite Paving ___ Parking Lots ___ Tennis Courts ___ Basketball Court ___ Play Equipment Installation ___ Benches ___ Picnic Tables ___ Lighting ___ Drinking Fountains ___ Masonry Block Work ___ Backstops ___ Restroom Facilities ___ Landscaping ___ Other (specify) _____________________________________________________________________________________________________________

2. Project Name: _______________________________________________________________________ Acres _______ Location:___________________________ Owner: ___________________________________________________________ Contact Person: ____________________________________________________ Phone: (_____) ____________________ Contract Amount: $______________________________________ Year Completed _____________________________ Landscape Architect/Architect: ______________________________________________________________________ Phone: (_____) ______________________ Scope of Work (check all those that apply):
___ Grading ___ Drainage ___ Irrigation ___ Asphalt Concrete Work ___ Concrete Forming ___ Concrete Flatwork ___ Special Concrete Finishing ___ Decomposed Granite Paving ___ Parking Lots ___ Tennis Courts ___ Basketball Court ___ Play Equipment Installation ___ Benches ___ Picnic Tables ___ Lighting ___ Drinking Fountains ___ Masonry Block Work ___ Backstops ___ Restroom Facilities ___ Landscaping ___ Other (specify) _____________________________________________________________________________________________________________

3. Project Name: _______________________________________________________________________ Acres _______ Location:___________________________ Owner: ___________________________________________________________ Contact Person: ____________________________________________________ Phone: (_____) ____________________ Contract Amount: $______________________________________ Year Completed _____________________________ Landscape Architect/Architect: ______________________________________________________________________ Phone: (_____) ______________________ Scope of Work (check all those that apply):
___ Grading ___ Drainage ___ Irrigation ___ Asphalt Concrete Work ___ Concrete Forming ___ Concrete Flatwork ___ Special Concrete Finishing ___ Decomposed Granite Paving ___ Parking Lots ___ Tennis Courts ___ Basketball Court ___ Play Equipment Installation ___ Benches ___ Picnic Tables ___ Lighting ___ Drinking Fountains ___ Masonry Block Work ___ Backstops ___ Restroom Facilities ___ Landscaping ___ Other (specify) _____________________________________________________________________________________________________________

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
PROP - 11
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

NONCOLLUSION DECLARATION TO BE EXECUTED BY

BIDDER AND SUBMITTED WITH BID
The undersigned declares:

I am the _________________ of ______________________, the party making the foregoing bid.

The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or sham bid. The Bidder has not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a sham bid, or to refrain from bidding. The Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the Bidder or any other Bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other Bidder. All statements contained in the bid are true. The Bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

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

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on _____________________ [date], at _____________________________ [city], ________________ [state]. ____________________________________
(Signature of Declarant)

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
PROP - 12
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

DISQUALIFICATION QUESTIONNAIRE
The Bidder shall complete, under the penalty of perjury, the following questionnaire:

Has the Bidder, any officer of the Bidder, or any employee of the Bidder who has proprietary interest in the Bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation?
Yes______ No______
If the answer is yes, explain the circumstances in the following space.

NAME OF BIDDER: _________________________________________ SIGNATURE OF BIDDER: ____________________________________ TITLE OF BIDDER: _________________________________________ DATE: _____________________________________________________

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
PROP - 13
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

ACKNOWLEDGEMENT OF INSURANCE AND BOND REQUIREMENTS
Included in the Bid Price is full compensation for the requirements set forth in the INSURANCE BROKER INFORMATION PACKET of the Project Manual.

NAME OF BIDDER: _________________________________________ SIGNATURE OF BIDDER: ____________________________________ TITLE OF BIDDER: _________________________________________ DATE: _____________________________________________________

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
PROP - 14
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

DISCLAIMER OF WARRANTIES AND ACCURACY OF DATA
Although soil and site investigation reports have been obtained from sources believed to be reliable, no warranty expressed or implied is made regarding accuracy, adequacy, completeness, legality, reliability or usefulness of any information contained therein. These reports are subject to change at any time, may be incomplete, and/or may contain errors. This information is provided for informational purposes only. The City of Roseville provides this information on an “as is” basis. Warranties of any kind, express or implied, or statutory, including but not limited to the implied warranties of merchantability, and fitness for a particular purpose ARE DISCLAIMED to any party viewing these documents or to any third party.

The City of Roseville does not accept and expressly disclaims liability to any party viewing such information, or to any third party whatsoever, for any loss, damage, or injury (including incidental or consequential damages) whether such loss, damage, or injury is the result of negligence, willful or intentional misconduct, or any other cause.

I have read and acknowledged the above disclaimer and agree to hold harmless the City of Roseville on any theory of liability for any loss, damage or injury whether in contract, strict liability or tort arising in any way out of the use or contents of the released information or documents described above or the performance of the work called for herein.

Print Name Signature

Name of Business/Company/Corporation Date

Address Phone

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
PROP - 15
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

END OF PROPOSAL

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
1 [B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

A G R E E M E N T
THIS AGREEMENT, is made and entered into this _____ day of __________________, 20_____, by and between the City of Roseville, a municipal corporation, (“CITY”), and ______________________________________________, a ____________________________, (“CONTRACTOR”); and
W I T N E S E T H:

WHEREAS, the City Council of the CITY, at a meeting held on the ____day of __________________, 20_____, approved plans and specifications for the ______________________________________________________________________________ and directed the City Clerk to advertise for sealed proposals for doing said work and providing that bids be submitted on the _____ day of ________________, 20_____; and WHEREAS, the City Clerk, thereafter duly and regularly caused a notice to be published in the manner and for the time prescribed by law; and
WHEREAS, CONTRACTOR, pursuant to the provisions of said notice duly filed a bid with the City Clerk, a true copy of which bid is now on file in the office of the City Clerk, and is hereby referred to and by this reference made a part hereof as fully as if set forth at length herein; and
WHEREAS, all bids received pursuant to said notice were opened and examined and publicly declared at the time specified in said advertisement for bids and at a meeting of the City Council held on the _____ day of ___________________, 20_____, the Council found and

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
2 [B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] declared the bid of CONTRACTOR to be the lowest responsible bid and thereupon awarded a contract to CONTRACTOR to do the work referred to in the aforementioned specifications.

NOW, THEREFORE, the parties agree as follows:

1. THE WORK. CONTRACTOR agrees:
a. To do the work and furnish all the labor, materials, tools, supplies, equipment, superintendence, insurance, and bonds required for the _______________________ ______________________________________________________________________________ in accordance with the Contract Documents (the Work).
b. To do and perform the Work contemplated hereby in a good and workmanlike manner under the direction of and to the satisfaction of the Director of Public Works of the City of Roseville.

2. PAYMENT. CITY shall pay CONTRACTOR __________________________ _________________________________________ dollars ($________________) for the Work to be done under this Agreement in accordance with the Contract Documents.

3. CONTRACT DOCUMENTS. The complete Agreement between the parties hereto consists of the following documents:
a. The advertisement for bids (including the notice to bidders, instructions to bidders and proposals);
b. The accepted bid;
c. Plans and specifications (including general conditions, supplemental conditions, special provisions and construction details); d. Bonds and insurance required by the specifications; and

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
3 [B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] e. This contract.

All documents specified above are intended to operate so that any work called for in any one and not mentioned in the other, or vice versa, is to be executed the same as if mentioned in all said documents.

4. LIQUIDATED DAMAGES. In the event CONTRACTOR does not complete the Work within the time specified, CONTRACTOR agrees that CITY will suffer damages.

Inasmuch as the actual damages which would result from such breach by CONTRACTOR under this Agreement are uncertain, and would be impractical or extremely difficult to fix, CONTRACTOR agrees that it shall pay, or CITY shall deduct from CONTRACTOR’s fee, the amount of $1,000 per day as liquidated damages, in the event of such delay.

5. TIME OF COMPLETION. Time is of the essence of this Agreement.

CONTRACTOR shall complete all Work under the Contract Documents within 45 Days of the date of this Contract. CONTRACTOR shall begin work by the date specified in the “Notice to Proceed” letter and shall diligently prosecute all of the Work under this Contract in all parts and requirements as defined in the Contract Documents.

6. SERVICE OF NOTICE. Any notice required or permitted to be given under this Agreement shall be deemed given when (a) personally delivered to the recipient identified below; (b) mailed by registered or certified mail, return receipt requested, postage pre-paid, to the address specified below; or (c) sent by facsimile, with confirmation of receipt, to the facsimile number identified below.

CITY OF ROSEVILLE CONTRACTOR
______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
4 [B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] CITY may also act through either its architect or construction manager if CITY expressly gives notice to CONTRACTOR, in writing, that CITY’s designee has authority to act for CITY in a specific capacity.

7. DISPUTES. Disputes arising from this Agreement will be determined in accordance with the Contract Documents and Public Contract Code Sections 10240-10240.13.

8. GOVERNING LAW. This Agreement shall be governed by and construed in accordance with the laws of the State of California.

9. INDEPENDENT CONTRACTOR. CONTRACTOR shall act as an independent contractor, and covenants and agrees that it will conduct itself consistent with such status, that it will neither hold itself out as, nor claim to be, an officer or employee of CITY by reason of this Agreement.

10. SUCCESSORS IN INTEREST. This Agreement shall be binding upon the heirs, successors, executors, administrators and assigns of the respective parties hereto.

11. MODIFICATION. This Agreement and each provision contained herein may be waived, amended, supplemented or eliminated only by mutual written agreement of the parties.

12. SEVERABILITY. If any of the provisions contained in this Agreement are for any reason held invalid or unenforceable, such holding shall not affect the remaining provisions or the validity and enforceability of the Agreement as a whole.

13. INTEGRATED AGREEMENT. This is an integrated agreement and contains all of the terms, considerations, understanding and promises of the parties. It shall be read as a whole.

14. CONTRACTORS LICENSE LAW. CONTRACTORS ARE REQUIRED BY LAW TO BE LICENSED AND REGULATED BY THE CONTRACTORS’ STATE LICENSE

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
5 [B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

BOARD WHICH HAS JURISDICTION TO INVESTIGATE COMPLAINTS AGAINST

CONTRACTORS IF A COMPLAINT REGARDING A PATENT ACT OR OMISSION IS FILED WITHIN FOUR (4) YEARS OF THE DATE OF THE ALLEGED VIOLATION. A

COMPLAINT REGARDING A LATENT ACT OR OMISISON PERTAINING TO STRUCUTRAL DEFECTS MUST BE FILED WITHIN TEN (10) YEARS OF THE DATE OF THE ALLEGED VIOLATION. ANY QUESTIONS CONCERNING A CONTRACTOR MAY BE REFERRED TO THE REGISTRAR, CONTRACTORS’ STATE LICENSE BOARD, P.O.

BOX 26000, SACRAMENTO, CALIFORNIA 95826.

IN WITNESS WHEREOF, the City of Roseville, a municipal corporation, has authorized the execution of this Agreement in duplicate by its City Manager and attestation by its City Clerk under authority of Resolution No. _____, adopted by the Council of the City of Roseville on the ____day of _________________, 20_____, and CONTRACTOR has caused this Agreement to be duly executed.

CITY OF ROSEVILLE, a ___________________________, a
municipal corporation _____________________________
BY:______________________________ BY: __________________________ DOMINICK CASEY its: __________________________
City Manager
and
ATTEST:

BY: __________________________
its: __________________________
BY:______________________________

CARMEN AVALOS
City Clerk

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
6 [B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] APPROVED AS TO FORM:

BY: ______________________________

MICHELLE SHEIDENBERGER
City Attorney
APPROVED AS TO SUBSTANCE:

BY: ______________________________

Print Name:________________________
Title:______________________________

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

INSURANCE BROKER INFORMATION PACKET
Project: Woodbridge Park Tennis & Pickleball
Court Renovation
NOTICE TO CONTRACTOR:

For your convenience, this package contains the Requirements for Insurance and Bonds for this project, including the necessary City forms. You are required to return these forms in addition to the executed Contract within fifteen (15) calendar days after the award of the Bid, unless otherwise directed by City in writing. (See the Instructions to Bidders.) Please insert the dollar amount of your accepted Bid into the blank on page INS-1 and present this entire package to your insurance broker if you are awarded the Bid.

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

TABLE OF CONTENTS
Page
Notice to Insurance Broker INS 1
Insurance Requirements INS 2
Public Works Faithful Performance Bond INS 10
Public Works Payment Bond INS 13

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
INS - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

NOTICE TO INSURANCE BROKER
Your client has been awarded a bid by the City Council of the City of Roseville to perform a public works project known as Woodbridge Park Tennis & Pickleball Court Renovation. The Contract Conditions for that project require your client (“the Contractor”) to return certain evidence of insurance and bonds to the City Attorney of the City within fifteen (15) days after the Bid award, unless otherwise directed by the City in writing, or else the Bid award may be terminated and awarded to another company.

This package contains the information you will need as an insurance broker to provide the appropriate insurance and bonds to the City. The insurance coverages the Contractor needs are specified in the section entitled “Insurance Requirements.” Please note that, in addition to the insurance certificate itself, copies of several endorsements must be actually furnished.

Please refer to the Supplemental Conditions for modifications of the General Conditions, if any, and the requirements of this insurance packet.

Please use the standard City of Roseville Bond Forms provided in this package.

The Bonds required must each be in the penal amount of: $______________________.

Bonds must be sent to the following staff person:
________________________________
________________________________
________________________________
Insurance documents must be provided using one of the following methods:
a. By email to [email protected]
b. By fax to (770) 335-5727
After using one of these methods, please DO NOT also send the insurance certificate(s) by mail.
c. Or mail the documents to
City of Roseville
Insurance Compliance
P.O. Box 100085-R1
Duluth, GA 30096

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
INS - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] When forwarding the documents, please refer to the project name so that the documents can be matched with the Contract for which they are submitted.

Thank you.

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
INS - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

INSURANCE REQUIREMENTS
The following sections are quoted from the General Conditions:
5-1.23 INSURANCE COVERAGE.

A. Evidence of Maintenance Required. The Contractor shall, at its expense, procure and at all times maintain in full force and effect at a minimum the insurance required by this section on all of its operations; and the Contractor shall not allow any Subcontractor to commence work until similar insurance required of the Subcontractor has been obtained and filed. An original Certificate of Insurance, and copies of all required endorsements, all in a form approved by the Risk Manager, evidencing all required coverage or policies shall be filed after the award of the bid and prior to approval of the Contract by the City Council. Contractor shall provide ten (10) days prior written notice to the City of any reduction of coverage limits or cancellation of the coverage or policies shall be given to the City of Roseville as Certificate holder.

B. Qualifying Insurers. With the exception of the State Compensation Insurance Fund, all required insurance policies shall be issued by companies acceptable to the City and licensed to do business in the State of California and who hold a current policy holders alphabetic and financial size category rating of not less than AVII according to the most recent issue of Best's Insurance Reports.

C. Insurance Required.

1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations with limits of no less than Two Million Dollars ($2,000,000) per occurrence for bodily injury, personal injury and property damage for projects under One Million Dollars ($1,000,000) and

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
INS - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] limits of no less than Five Million Dollars ($5,000,000) per occurrence for bodily injury, personal injury and property damage for projects over One Million Dollars ($1,000,000). If a general aggregate limit applies, either the aggregate limit shall apply separately to this project or the general aggregate limit shall be twice the required occurrence limit.

The Commercial General Liability insurance shall include the following, copies of which shall be provided:
a. Inclusion of the City of Roseville, and its officers, agents, employees, and volunteers, as additional insureds (except for workers’ compensation) as respects services or operations under the Contract. The additional insured endorsement for the general liability policy shall be at least as broad as the ISO CG 2010 10 01 combined with ISO CGL Endorsement CG 2037 10 01. Any other endorsement must be approved in writing by the City.

Endorsements must include coverage for on-going and completed operations, which coverage shall be maintained for four (4) years following completion of the Project. Endorsements shall cover the City of Roseville, its officers, agents, employees, and volunteers. b. The insurance shall provide coverage for claims by one insured against another insured and the policies shall not contain any cross-suits exclusions, crossliability exclusions, or insured versus insured exclusions. The policies shall not contain any classification exclusions purporting to deny coverage for any work to be performed by Contractor or any of its Subcontractors.
c. Stipulation that the insurance is primary and noncontributory, as evidenced by a separate endorsement (CG 20 01 04 13 or an equivalent) or section of the policy, and that neither the City nor its insurers will be called upon to contribute to a loss. d. Such insurance shall specifically cover the contractual liability of

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
INS - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] the Contractor.
e. Any available insurance proceeds in excess of the specified minimum insurance coverage requirements and limits shall be available to the additional insureds. Furthermore, the requirements for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; or (2) the full coverage and maximum limits of any insurance proceeds available to the named insureds, whichever is greater. f. Waiver of subrogation endorsement.
g. The Contractor shall furnish a certificate for the period covered.

2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering Code 1 (any auto), or if Contractor has no owned autos, Code 8 (hired) and Code 9 (non-owned), with limits of no less than One Million Dollars ($1,000,000) per accident for bodily injury and property damage.

3. Workers' Compensation: In accordance with the provisions of the California Labor Code, Contractor is required to be insured against liability for Workers' Compensation or to undertake self-insurance. Statutory Workers' Compensation and Employers' Liability of at least One Million Dollars ($1,000,000) shall cover all Contractors staff while performing any work incidental to the performance or this Agreement.

4. Professional Liability: Professional Liability (Errors and Omission) Insurance appropriate to Contractor’s profession, with a limit of liability not less than One Million Dollars ($1,000,000) per occurrence or claim and Two Million Dollars ($2,000,000) aggregate to cover all design and engineering services rendered by Contractor pursuant to the Agreement. Coverage must commence from the first day that Contractor or any of its Subcontractors provided any design or engineering services in connection with the Project.

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING

5. Builder’s Risk/Course of Construction Insurance Is ____ OR Is Not X Required by Risk Management: The Contractor shall be responsible for all loss, damage or destruction whatsoever to the work called for by this Contract until the approval of a Notice of Completion or acceptance of the Work if no Notice of Completion is to be recorded.

The Contractor shall secure “All Risk” type of builder's Risk Insurance of the type covering one hundred percent (100%) of the value of the work performed under this Contract (the value is presumed to be the Contract amount unless otherwise stated in Supplemental Conditions) and all materials, equipment, or other items to be incorporated therein while the same are located at the construction site, a bonded warehouse, or its place of manufacture. At any time, the policy shall cover the value of the work completed. The policy shall cover hazards including the losses due to fire, explosion, hail, rain, lightning, flood (separate insurance as needed), vandalism, malicious mischief, wind, collapse, aircraft, and smoke.

The policies providing such insurance shall name the City as a loss payee as its respective interests may appear, and certified copies of such policies shall be filed with the City. The maximum deductible allowable under the Builder's All Risk policy shall be five percent (5%) of the Contract amount.

Builder's Risk Insurance is not required for coverage of losses in excess of five percent (5%) of the Contract amount for damages resulting from earthquake in excess of a magnitude of

3.5 on the Richter scale, or tidal waves. Coverage in the amount of five percent (5%) of the Contract amount for such losses is required.

6. Pollution Coverage: Contractor shall procure pollution liability coverage or other insurance covering claims for bodily injury or property damage arising out of the abatement, removal, storage, transportation, or other exposure to hazardous materials or INS - 6
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
INS - 7
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] pollutants, in limits not less than Two Million Dollars ($2,000,000). Contractor shall add the City and all parties required to be indemnified by Contractor as additional insured on all pollution liability policies.

7. Higher Coverage Limits: If Contractor maintains higher coverage limits than the amounts shown above, then the City requires and shall be entitled to coverage for the higher coverage limits maintained by Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.

8. Claims Made Coverage: Liability insurance coverage may not be written on a “claims made” or modified occurrence basis. The Certificate of Insurance must clearly provide that the coverage is on an “occurrence” basis.
5-1.24 OTHER INSURANCE PROVISIONS.

A. The requirements of the Standard Specifications as to types and limits of insurance coverage to be maintained by the Contractor, and any approval of insurance by the City, are not intended to, and shall not in any manner limit or qualify the liabilities and obligations otherwise assumed by the Contractor pursuant to the Contract, including, but not limited to, the provisions concerning indemnification, nor preclude the City from taking any other action available to it under any other provision of the Contract or law.

B. The City acknowledges that some insurance requirements contained in these Standard Specifications may be fulfilled by self-insurance on the part of the Contractor.

However, this shall not in any way limit liabilities assumed by Contractor under the Contract.

Any self-insurance must be approved in writing by the City, in its sole discretion and shall not reduce the limits of liability. Any deductibles or self-insured retentions (“SIR”) must be declared on the certificate of insurance and approved by City in writing. Policies containing any

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
INS - 8
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SIR provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or City. City reserves the right to obtain a full certified copy of any insurance policy and endorsements. The failure to exercise this right shall not constitute a waiver of such right.

C. The Contractor agrees to include in its contracts with all subcontractors the same requirements and provisions of this Contract, including the indemnity and insurance requirements, to the extent they apply to the scope of the subcontractor’s work. Furthermore, the Contractor shall require its subcontractors to agree to be bound to the Contractor and the City in the same manner and to the same extent as the Contractor is bound to the City under this Contract. Additionally, the Contractor shall obligate its subcontractors to comply with these same provisions with respect to any tertiary subcontractor, regardless of tier. A copy of the City’s indemnity and insurance provisions will be furnished to the subcontractor or tertiary subcontractor upon request. Alternatively, the Contractor may insure subcontractor(s) under its own policy.

D. The City, its officers, agents, employees, and volunteers are to be covered as insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. Coverage shall not extend to any indemnity coverage for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under California Insurance Code Section 11580.04.

E. The limits of insurance required in this Contract may be satisfied by a combination of primary and excess insurance. Any excess insurance shall contain or be

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
INS - 9
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of the City (if agreed to in a written contract) before the City’s own insurance shall be called upon to protect it as a named insured.

F. The insurance procured by Contractor shall be subject to the approval of the City, but any acceptance of insurance certificates by the City shall in no way limit or relieve Contractor of its duties and responsibilities under the Agreement.

G. Contractor shall be responsible for all premiums, deductibles, and selfinsured retention applicable to the insurance it is required to procure under the Contract. All deductibles or self-insured retentions over five hundred thousand dollars ($500,000) must be approved by the City, in writing. Contractor shall be responsible for all deductibles, self-insured retention payments, and/or increased premiums incurred if the City’s policies of insurance are forced to cover damages or respond to claims for which Contractor or its Subcontractors were obligated to provide insurance under the Contract.

H. Failure of the City to enforce in a timely manner any of the requirements of these insurance provisions shall not act as a waiver to enforcement of any of these provisions at a later date.

I. Contractor’s indemnity obligations shall not be limited by these insurance provisions and shall survive the expiration of the Contract and the insurance provisions of the Contract shall likewise not be limited by the indemnity provisions of the Contract.

J. THE CITY RESERVES THE RIGHT TO WITHHOLD ANY

PROGRESS PAYMENTS TO THE CONTRACTOR IN THE EVENT OF
NONCOMPLIANCE WITH ANY INSURANCE REQUIREMENTS.

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

PUBLIC WORKS

FAITHFUL PERFORMANCE BOND
(Project: Woodbridge Park Tennis & Pickleball Court Renovation) WHEREAS, the City of Roseville (“CITY”) has awarded a bid and contract to ___________________________________________________________________ as contractor (“PRINCIPAL”) for the public work described as __________________ _________________________________________________ (the “WORK”). The contract (“AGREEMENT”), for the public work described above, and all of its terms and conditions are incorporated by reference and made a part hereof; and WHEREAS, the PRINCIPAL is required to furnish a bond in connection with the AGREEMENT guaranteeing its faithful performance; and
NOW, THEREFORE, we the undersigned PRINCIPAL and _________________ ____________________________, a _______________________________, admitted and duly authorized to transact business under the laws of the State of California, as SURETY (“SURETY”), are held and firmly bound unto the CITY or its successors and assigns in the sum of ____________________________________________________ dollars ($___________________) (which amount is not less than 100% of the AGREEMENT price) to be paid to the CITY or its successors and assigns; and for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns jointly and severally, firmly by these presents.

The condition of this obligation is such that if the PRINCIPAL, or its heirs, executors, administrators, successors or assigns, shall abide by, and in all respects promptly and faithfully perform the covenants, conditions and provisions in said AGREEMENT and any alteration thereof made as therein provided, notice of which alterations to Surety being hereby waived, on its part to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless CITY, its officers, agents, employees, volunteers as therein stipulated, then this obligation shall be null and void; otherwise, this obligation shall be and remain in full force and effect.

As condition precedent to the satisfactory completion of the contract, the obligation of the PRINCIPAL and SURETY under this Bond shall remain in effect for a period of one (1) year after the completion and acceptance of the WORK. During that time, if the PRINCIPAL, its heirs, executors, administrators, successors or assigns fails to make full, complete and satisfactory repair and replacement or totally protect the CITY from any loss or damage made evident during that year which results from or is caused by either defective materials or faulty workmanship in the prosecution of the WORK, then the obligation shall remain in full force and effect. However, anything in Bond No. __________
Premium $_________

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] this paragraph to the contrary notwithstanding, the obligation of the SURETY shall continue so long as any obligation of the PRINCIPAL remains.

No prepayment or delay in payments, and no change, extension, addition or alteration of any provision of the AGREEMENT or in the specifications agreed to between the PRINCIPAL and the CITY, or any forbearance on the part of the CITY shall operate to relieve the SURETY. The SURETY hereby waives the provisions of Section 2819 of the California Civil Code. The SURETY waives all rights of subrogation against the CITY or any person employed by the CITY. If the contract price increases by the issuance of change orders, the amount specified in this bond shall increase by the same amount.

Whenever PRINCIPAL shall be and declared by CITY to be in default under the AGREEMENT, SURETY shall promptly remedy the default, or shall promptly do one of the follow at CITY’s election:

1. Undertake through its agents or independent contractors, reasonably acceptable to CITY, to complete the AGREEMENT in accordance with its terms and conditions and to pay and perform all obligations of PRINCIPAL under the AGREEMENT, including without limitation, all obligations with respect to warranties, guarantees, and the payment of liquidated damages.

2. Reimburse CITY for all costs CITY incurs in completing the AGREEMENT, and in correcting, repairing or replacing defects in materials or workmanship and/or materials and workmanship which do not conform to the specifications in the AGREEMENT.

SURETY’s obligations hereunder are independent of the obligations of any other surety for the performance of the AGREEMENT, and suit may be brought against SURETY and such other sureties, jointly and severally, or against any one or more of them, or against less than all of them without impairing CITY’s rights against the others.

No right of action shall accrue on this bond to or for the use of any person or corporation other than CITY or its successors or assigns.

As part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by CITY in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. [SIGNATURES NEXT PAGE]

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] IN WITNESS WHEREOF, this instrument has been duly executed by the PRINCIPAL and SURETY above-named, on the ____ day of __________________, 20___.

PRINCIPAL: SURETY:

BY:____________________________ BY:__________________________ PRINT NAME: ________________________ PRINT NAME: ______________________ PRINT TITLE: ________________________ PRINT TITLE:_______________________ AND MAILING ADDRESS:

BY: ___________________________ _____________________________ PRINT NAME: ________________________ ___________________________________ PRINT TITLE:_________________________ ___________________________________ (Notarization by Surety and copy of
Power of Attorney required.)
APPROVED AS TO FORM:

BY: ________
City Attorney

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

PUBLIC WORKS

LABOR AND MATERIALS PAYMENT BOND
(Project: Woodbridge Park Tennis & Pickleball Court Renovation) WHEREAS, the City of Roseville (“CITY”), has awarded a bid and contract to ______________________________________________________________________ as contractor (“PRINCIPAL”), for the public work described as ____________________ ________________________________________________ (the “WORK”). The contract (“AGREEMENT”), for the public work described above, and all of its terms and conditions are incorporated by reference and made a part hereof; and WHEREAS, the PRINCIPAL is required to furnish a bond in connection with the AGREEMENT guaranteeing payment of persons who provide labor and material; and NOW, THEREFORE, we the undersigned PRINCIPAL and _________________ ____________________________, a _______________________________, admitted and duly authorized to transact business under the laws of the State of California, as SURETY (“SURETY”), are held and firmly bound unto the CITY or its successors and assigns in the sum of ____________________________________________________ dollars ($___________________) (which amount is not less than 100% of the AGREEMENT price) to be paid to the CITY or its successors and assigns; and for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns jointly and severally, firmly by these presents.

The condition of the obligation is such that if the PRINCIPAL, its subcontractors, heirs, executors, administrators, successors or assigns fails to pay any of the persons named in Section 8004 or 9100 of the Civil Code of the State of California, or the amounts due under the Unemployment Insurance Code of the State of California, or any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the PRINCIPAL and its subcontractors pursuant to Section 13020 of the Unemployment Insurance Code, with respect to work or labor performed by any such claimant, that the SURETY will pay for the same, in an amount not exceeding the sum specified in this bond, and also, in case suit is brought upon the bond, shall pay reasonable attorneys’ fees, to be fixed by the Court.

This bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file a Stop Payment Notice pursuant to the provisions of Section 9350 et seq. of the Civil Code of the State of California, so as to give a right of action to them or their assigns in any suit brought upon this bond.

Bond No. __________
Premium $_________

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] No prepayment or delay in payments, and no change, extension, addition or alteration of any provision of the AGREEMENT or in the specifications agreed to between the PRINCIPAL and the CITY, or any forbearance on the part of the CITY shall operate to relieve the SURETY. The SURETY hereby waives the provisions of Section 2819 of the California Civil Code. The SURETY waives all rights of subrogation against the CITY or any person employed by the CITY. If the contract price increases by the issuance of change orders, the amount specified in this bond shall increase by the same amount.

As part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by CITY in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.

IN WITNESS WHEREOF, this instrument has been duly executed by the PRINCIPAL and SURETY above-named, on the _____ day of __________________, 20__.

PRINCIPAL: SURETY:

BY:____________________________ BY:__________________________ PRINT NAME: ________________________ PRINT NAME: ______________________ PRINT TITLE: ________________________ PRINT TITLE:_______________________ AND MAILING ADDRESS:

BY: ___________________________ _____________________________ PRINT NAME: ________________________ ___________________________________ PRINT TITLE:_________________________ ___________________________________ (Notarization by Surety and copy of
Power of Attorney required.)
APPROVED AS TO FORM:

BY: ________
City Attorney

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

CITY OF ROSEVILLE

GENERAL CONDITIONS
FOR

BUILDINGS AND GROUNDS

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – i
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

CITY OF ROSEVILLE

GENERAL CONDITIONS
FOR

BUILDINGS AND GROUNDS
SECTION 1: DEFINITIONS AND TERMS .................................................................... GC-1:1 1-1.01 GENERAL ...................................................................................................... GC-1:1 1-1.02 ACCEPTANCE .............................................................................................. GC-1:1 1-1.03 ADDENDUM .................................................................................................. GC-1:1 1-1.04 AS-BUILT DOCUMENTS, AS-BUILT DRAWINGS AND RECORD DOCUMENTS ................................................................................................ GC-1:1 1-1.05 ASSESSMENT ............................................................................................... GC-1:1 1-1.06 BENEFICIAL OCCUPANCY ...................................................................... GC-1:2 1-1.07 BID GUARANTY ........................................................................................... GC-1:2 1-1.08 BIDDER .......................................................................................................... GC-1:2 1-1.09 BIDDING DOCUMENTS ............................................................................. GC-1:2 1-1.10 CHANGE ORDER ......................................................................................... GC-1:2 1-1.11 CITY ................................................................................................................ GC-1:2 1-1.12 CITY ATTORNEY ........................................................................................ GC-1:2 1-1.13 CITY CLERK ................................................................................................. GC-1:2 1-1.14 CLAIM ............................................................................................................ GC-1:2 1-1.15 CONSTRUCTION SCHEDULE .................................................................. GC-1:3 1-1.16 CONTRACT OR AGREEMENT ................................................................. GC-1:3 1-1.17 CONTRACT CONDITIONS ........................................................................ GC-1:3 1-1.18 CONTRACT DOCUMENTS ........................................................................ GC-1:3 1-1.19 CONTRACT DRAWINGS ............................................................................ GC-1:3 1-1.20 CONTRACT PRICE ...................................................................................... GC-1:4 1-1.21 CONTRACT TIME ....................................................................................... GC-1:4 1-1.22 CONTRACTOR ............................................................................................. GC-1:4 1-1.23 DAY OR DAYS ............................................................................................... GC-1:4 1-1.24 DEPARTMENT ............................................................................................. GC-1:4 1-1.25 DIRECT COSTS ............................................................................................ GC-1:4 1-1-26 DIRECTOR. ................................................................................................... GC-1:6 1-1.27 EMERGENCY. .............................................................................................. GC-1:6 1-1.28 ENGINEER OR ARCHITECT ..................................................................... GC-1:7 1-1.29 FINAL COMPLETION ................................................................................. GC-1:7 1-1.30 FORCE ACCOUNT ....................................................................................... GC-1:7 1-1.31 GENERAL NOTES ........................................................................................ GC-1:7 1-1.32 INSTALLATION,INSTALL ........................................................................ GC-1:7 1-1.33 LABORATORY ............................................................................................. GC-1:7 1-1.34 LEGAL HOLIDAYS ...................................................................................... GC-1:7 1-1.35 LIQUIDATED DAMAGES ........................................................................... GC-1:7 1-1.36 NOTICE OF COMPLETION ....................................................................... GC-1:8 1-1.37 NOTICE TO PROCEED ............................................................................... GC-1:8 1-1.38 NOTICE OF TERMINATION ..................................................................... GC-1:8

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – ii
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 1-1.39 OVERHEAD ................................................................................................... GC-1:8 1-1.40 PREMISES ..................................................................................................... GC-1:9 1-1.41 PROFESSIONAL ENGINEER .................................................................... GC-1:9 1-1.42 PROJECT MANUAL .................................................................................... GC-1:9 1-1.43 PROPOSAL FORMS ..................................................................................... GC-1:9 1-1.44 REQUEST FOR INFORMATION (RFI). ................................................... GC-1:9 1-1.45 SAFETY .......................................................................................................... GC-1:9 1-1.46 SCHEDULE OF VALUES. ........................................................................... GC-1:9 1-1.47 SHOP DRAWINGS ...................................................................................... GC-1:10 1-1.48 SPECIFICATIONS ...................................................................................... GC-1:10 1-1.49 SUBCONTRACTOR ................................................................................... GC-1:10 1-1.50 SUBMITTALS ............................................................................................. GC-1:10 1-1.51 SUPPLEMENTAL CONDITIONS ............................................................ GC-1:10 1-1.52 SUPPLIER .................................................................................................... GC-1:10 1-1.53 WORK ........................................................................................................... GC-1:11 1-1.54 WORK SITE ................................................................................................. GC-1:11 1-1.55 WORKING DRAWINGS ............................................................................ GC-1:11 SECTION 2: CONTROL AND SCOPE OF THE WORK ............................................. GC-2:1 2-1.01 AUTHORITY OF DIRECTOR .................................................................... GC-2:1 2-1.02 INTENT OF CONTRACT DOCUMENTS .................................................. GC-2:1 2-1.03 EXAMINATION AND VERIFICATION OF CONTRACT
DOCUMENTS ................................................................................................ GC-2:2 2-1.04 CONTRACT DRAWINGS ............................................................................ GC-2:3 2-1.05 COORDINATION AND INTERPRETATION OF CONTRACT
DOCUMENTS ................................................................................................ GC-2:3 2-1.06 INDEPENDENT CONTRACTOR STATUS ............................................... GC-2:5 2-1.07 ORDER OF WORK ....................................................................................... GC-2:5 2-1.08 SUBMITTALS ............................................................................................... GC-2:5 2-1.08A SHOP DRAWINGS.................................................................................. GC-2:6 2-1.08B DESCRIPTIVE DATA ............................................................................ GC-2:7 2-1.08C SAMPLES ................................................................................................ GC-2:7 2-1.08D MANUALS, INSTRUCTIONS AND AFFIDAVIT ................................ GC-2:7 2-1.08E ALTERNATIVES................................................................................... GC-2:10 2-1.09 DISPOSAL OF MATERIAL OUTSIDE THE WORK SITE ................... GC-2:12 2-1.10 ACCESS TO THE WORK .......................................................................... GC-2:12 2-1.11 TEMPORARY UTILITIES ........................................................................ GC-2:12 2-1.12 UTILITY FACILITIES ............................................................................... GC-2:13 2-1.13 PRESERVATION AND CLEANING ........................................................ GC-2:14 2-1.14 LIMITATIONS ON WORK SITE AND PREMISES ............................... GC-2:14 2-1.15 DUST CONTROL ........................................................................................ GC-2:15 2-1.16 SANITATION .............................................................................................. GC-2:15 2-1.17 NIGHT WORK AND NORMAL WORKING HOURS............................ GC-2:15 2-1.18 LINES AND GRADES ................................................................................. GC-2:16 2-1.19 ARCHEOLOGICAL DISCOVERIES ....................................................... GC-2:17 2-1.20 PRESERVATION OF MONUMENTS ...................................................... GC-2:17 2-1.21 CONFORMITY WITH CONTRACT DOCUMENTS ............................. GC-2:18

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – iii
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 2-1.22 FINAL CLEANUP ....................................................................................... GC-2:18 2-1.23 AS-BUILT DOCUMENTS AND DRAWINGS ......................................... GC-2:18 2-1.24 SUPERINTENDENCE ................................................................................ GC-2:19 2-1.25 CHARACTER OF WORKER .................................................................... GC-2:20 2-1.26 INSPECTION ............................................................................................... GC-2:20 2-1.27 REMOVAL OF REJECTED AND UNAUTHORIZED WORK ............. GC-2:21 SECTION 3: CHANGES IN THE WORK ...................................................................... GC-3:1 3-1.01 CHANGES ...................................................................................................... GC-3:1 3-1.02 PROPOSED CHANGE ORDERS ................................................................ GC-3:2 3-1.03 EMERGENCY AND INDETERMINATE TYPE CHANGE ORDERS ... GC-3:3 3-1.04 EXECUTED CHANGE ORDER .................................................................. GC-3:3 3-1.05 CONTRACT PRICE ADJUSTMENT ......................................................... GC-3:3 3-1.06 FORCE ACCOUNT PAYMENT .................................................................. GC-3:5 3-1.06A LABOR ..................................................................................................... GC-3:6 3-1.06B MATERIALS ............................................................................................ GC-3:6 3-1.06C EQUIPMENT........................................................................................... GC-3:7 3-1.06D MARKUPS ............................................................................................... GC-3:8 3-1.06E RECORDS ................................................................................................ GC-3:9 3-1.07 COST REDUCTION PROPOSALS ........................................................... GC-3:11 SECTION 4: CONTROL OF MATERIALS ................................................................... GC-4:1 4-1.01 MATERIALS ................................................................................................. GC-4:1 4-1.02 PRODUCT AND REFERENCE STANDARDS .......................................... GC-4:2 4-1.03 SAMPLING AND TESTING OF MATERIALS ......................................... GC-4:2 4-1.04 CERTIFICATES OF COMPLIANCE ......................................................... GC-4:7 SECTION 5: LEGAL RELATIONS AND RESPONSIBILITY .................................... GC-5:1 5-1.01 LAWS TO BE OBSERVED .......................................................................... GC-5:1 5-1.02 HOURS OF LABOR ...................................................................................... GC-5:1 5-1.03 NONDISCRIMINATION ............................................................................. GC-5:2 5-1.04 PREVAILING WAGE ................................................................................... GC-5:3 5-1.05 REGISTRATION REQUIRED AS QUALIFICATION TO BID .............. GC-5:6 5-1.06 PAYROLL RECORDS .................................................................................. GC-5:7 5-1.07 SAFETY REQUIREMENTS ...................................................................... GC-5:10 5-1.08 SUBSURFACE EXCAVATIONS, NOTIFICATION ............................... GC-5:15 5-1.09 PUBLIC SAFETY ........................................................................................ GC-5:15 5-1.10 EMERGENCIES .......................................................................................... GC-5:17 5-1.11 APPRENTICES ........................................................................................... GC-5:18 5-1.12 FAIR LABOR STANDARDS ACT ............................................................ GC-5:18 5-1.13 WORKERS' COMPENSATION ................................................................ GC-5:19 5-1.14 AIR POLLUTION CONTROL AND ASBESTOS .................................... GC-5:19 5-1.15 USE OF PESTICIDES ................................................................................. GC-5:20 5-1.16 SOUND AND LIGHT CONTROL REQUIREMENTS ............................ GC-5:20 5-1.17 WEIGHT LIMITATIONS .......................................................................... GC-5:21 5-1.18 ENVIRONMENTAL CLEARANCES; MITIGATION MONITORING
PROGRAMS; AND REGULATORY AGENCY PERMIT

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – iv
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] REQUIREMENTS ....................................................................................... GC-5:21 5-1.19 PERMITS AND LICENSES ....................................................................... GC-5:21 5-1.20 WATER POLLUTION ................................................................................ GC-5:22 5-1.21 PROTECTION AND USE OF PROPERTY .............................................. GC-5:23 5-1.22 RESPONSIBILITY FOR DAMAGE AND INDEMNIFICATION ......... GC-5:24 5-1.23 INSURANCE COVERAGE ........................................................................ GC-5:26 5-1.24 OTHER INSURANCE PROVISIONS ....................................................... GC-5:31 5-1.25 THIRD PARTY BENEFICIARY ............................................................... GC-5:33 5-1.26 COORDINATION AND ACCESS ............................................................. GC-5:33 5-1.27 OCCUPANCY BY THE DEPARTMENT PRIOR TO ACCEPTANCE .. GC-5:34 5-1.28 RIGHT TO OPERATE UNSATISFACTORY FACILITIES AND
EQUIPMENT ............................................................................................... GC-5:35 5-1.29 CONTRACTOR'S RESPONSIBILITY FOR THE WORK .................... GC-5:36 5-1.30 RESPONSIBILITY FOR UTILITIES ....................................................... GC-5:37 5-1.31 PROPERTY RIGHTS IN MATERIALS ................................................... GC-5:39 5-1.32 COURT ORDERED DELAY ...................................................................... GC-5:39 5-1.33 NO PERSONAL LIABILITY ..................................................................... GC-5:39 5-1.34 RIGHTS IN LAND AND IMPROVEMENTS ........................................... GC-5:40 5-1.35 ANTITRUST CLAIMS ................................................................................ GC-5:40 5-1.36 RIGHTS TO DRAWINGS, TECHNICAL DATA PATENTS ................. GC-5:40 5-1.37 PAYMENT OF TAXES ............................................................................... GC-5:41 5-1.38 GRATUITIES AND CONFLICT OF INTEREST .................................... GC-5:42 5-1.39 COOPERATION.......................................................................................... GC-5:43 5-1.40 DIGGING TRENCHES OR OTHER EXCAVATIONS .......................... GC-5:43 5-1.41 CONTRACTOR REGISTRATION ........................................................... GC-5:44 5-1.42 CITY OF ROSEVILLE ENCROACHMENT PERMITS AND
RIGHTS-OF-WAY ...................................................................................... GC-5:45 SECTION 6: PROSECUTION AND PROGRESS .......................................................... GC-6:1 6-1.01 SUBLETTING AND SUBCONTRACTING ............................................... GC-6:1 6-1.02 ASSIGNMENT ............................................................................................... GC-6:2 6-1.03 BEGINNING OF WORK .............................................................................. GC-6:2 6-1.04 PROGRESS SCHEDULE. ............................................................................ GC-6:3 6-1.05 SCHEDULE OF VALUES ............................................................................ GC-6:9 6-1.06 CITY’S RIGHT TO STOP WORK .............................................................. GC-6:9 6-1.07 TIME OF COMPLETION .......................................................................... GC-6:11 6-1.08 LIQUIDATED DAMAGES ......................................................................... GC-6:12 6-1.09 DELAYS AND EXTENSIONS TO THE WORK ...................................... GC-6:13 6-1.10 TERMINATION .......................................................................................... GC-6:18 6-1.10A TERMINATION OF AGREEMENT – CONVENIENCE OF CITY..GC-6:18 6-1.10B TERMINATION OF AGREEMENT - FOR CAUSE .......................... GC-6:21 SECTION 7: ACCEPTANCE AND PAYMENT ............................................................ GC-7:1 7-1.01 ACCEPTANCE .............................................................................................. GC-7:1 7-1.02 SCOPE OF PAYMENT ................................................................................. GC-7:2 7-1.03 NOTICE OF POTENTIAL CLAIM ............................................................ GC-7:2 7-1.04 CLAIMS ......................................................................................................... GC-7:5

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – v
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 7-1.05 DISPUTE RESOLUTION PROCEDURE ................................................... GC-7:6 7-1.06 STOP PAYMENT NOTICES ....................................................................... GC-7:7 7-1.07 PROGRESS PAYMENTS ............................................................................. GC-7:7 7-1.08 PAYMENT FOR MATERIALS AND EQUIPMENT ON HAND ............. GC-7:9 7-1.09 RETENTION ON PROGRESS PAYMENTS ........................................... GC-7:11 7-1.10 FINAL PAYMENT ..................................................................................... GC-7:12 7-1.11 CLERICAL ERRORS ................................................................................. GC-7:14 7-1.12 WARRANTY ................................................................................................ GC-7:14 7-1.13 WARRANTY OF TITLE ............................................................................ GC-7:16

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 1:1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 1

DEFINITIONS AND TERMS
1-1.01 GENERAL. When the following abbreviations and terms or pronouns in place of them appear in the Contract Documents, the intent and meaning shall be interpreted as provided in this Section 1.
1-1.02 ACCEPTANCE. Formal Acceptance by resolution by the Roseville City Council of the Contract when completed in all respects in accordance with the Contract Documents and any modifications previously approved.
1-1.03 ADDENDUM. Written interpretation or revision to any of the Contract Documents issued by the City before the bid opening.
1-1.04 AS-BUILT DOCUMENTS, AS-BUILT DRAWINGS AND RECORD DOCUMENTS. As-Built Documents, As-Built Drawings and Record Documents are all contract documents modified to reflect changes during the construction phase. Specifically, AsBuilt Documents/Drawings are a revised set of drawings submitted by the Contractor upon Final Completion of a project. They reflect changes made in the Specifications and Working Drawings during the construction process, and show the exact dimensions, geometry, and location of all elements of the work completed under the Contract. Record Documents, on the other hand, are compiled by the Engineer or Architect based on the As-Built Documents/Drawings submitted by the Contractor. They reflect the Engineer or Architect’s concurring review of what changes were denoted, why they were made and where they occurred and create a record set of drawings.
1-1.05 ASSESSMENT. A cost imposed on the Contractor for non-compliance

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 1:2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] with certain contractual requirements.
1-1.06 BENEFICIAL OCCUPANCY. The taking possession of a portion of the Work by the City for its use and/or occupancy on other than a temporary or emergency basis. 1-1.07 BID GUARANTY. The cashier’s, certified check, irrevocable standby letter of credit, deposit of securities, or Bidder’s Bond, accompanying the bid submitted by the Bidder, as a guaranty that the Bidder will enter into an agreement with the City for the performance of the Work, if the Agreement is awarded to Bidder, and the Bidder will submit the required Contract Bonds and Certificate of Insurance. Also referred to as the Bidder’s Security. 1-1.08 BIDDER. Individual, firm, partnership, limited liability company, corporation, joint venture, or any combination thereof, submitting a Proposal for the Work, acting directly, or through a duly authorized representative. 1-1.09 BIDDING DOCUMENTS. Includes the Notice to Bidders, Bidding Requirements, Contract Conditions, Drawings, and Addenda. 1-1.10 CHANGE ORDER. Any written order to the Contractor directing an addition, deletion, or modification of the Work, or an adjustment in the Contract Price or Contract Time provided in the Contract Documents and issued after the Agreement has been signed.
1-1.11 CITY. The City of Roseville.
1-1.12 CITY ATTORNEY. The City Attorney of the City.
1-1.13 CITY CLERK. The City Clerk of the City.
1-1.14 CLAIM. A separate demand by Contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following: (a) a time extension, including, without limitation, for relief for damages or penalties for delay assessed by

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 1:3
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] the City; (b) payment by the City of money or damages arising from work done by, or on behalf of, Contractor pursuant to the Contract Documents and payment for which is not otherwise expressly provided or to which Contractor is not otherwise entitled; and (c) payment of an amount that is disputed by the City.
1-1.15 CONSTRUCTION SCHEDULE. A list or graphic display of construction activities required for completing the Work, in a format required by the Contract Documents. The duration, start and finish date, and sequence of significant activities, critical path, float and milestones must be indicated in the Construction Schedule. 1-1.16 CONTRACT OR AGREEMENT. The written agreement relating to the Work to be performed, the labor, materials, and equipment to be furnished, and the payment to be made therefor. The Agreement/Contract is part of and incorporates all of the Contract Documents.
1-1.17 CONTRACT CONDITIONS. Includes the General Conditions, Supplemental Conditions, and Specifications.
1-1.18 CONTRACT DOCUMENTS. Includes those documents that form the basis of the Contract, including but not limited to, Bidding Documents, the Bid or Proposal, Contract Bonds, the Contract, all required insurance certificates or endorsements, all bonds, all required certifications or statements, Change Orders, any Contract Amendment, any City Standard which is incorporated by reference and these City of Roseville General Conditions for Buildings and Grounds.
1-1.19 CONTRACT DRAWINGS. The official drawings including plans, elevations, sections, detail drawings, diagrams, plated, General Notes, information and schedules thereon, or exact reproductions thereof, showing the location, character, dimension, and details

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 1:4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] of the Work. The Contract Drawings include any drawings or plates bound within the Supplemental Conditions.
1-1.20 CONTRACT PRICE. The total compensation to be paid to the Contractor in accordance with the terms of the Agreement. 1-1.21 CONTRACT TIME. The number of Days, or portion thereof, allowed for completion of the Work, including all authorized time extensions. The effective date for commencement of the Work specified in the Notice to Proceed shall define the beginning of the Contract Time.
1-1.22 CONTRACTOR. Individual, firm, partnership, limited liability company, corporation, joint venture, or any combination thereof, who has entered into the Agreement with City.
1-1.23 DAY OR DAYS. Unless otherwise designated, Day or Days as used in the Contract Documents will be understood to mean calendar Day or Days. 1-1.24 DEPARTMENT. The Department for Contract Administration, as identified in the Supplemental Conditions.
1-1.25 DIRECT COSTS. Those cost items (including labor, materials, equipment and any subcontractor’s work) that are used in the actual performance of, and are specifically and uniquely attributable to the Work or changed Work. Direct Costs do not include Overhead. Direct Costs only include the following:

A. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include salaries and

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 1:5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] wages plus the cost of fringe benefits which shall include social security contributions, unemployment, excise and payroll taxes, workers' compensation, health and retirement benefits, sick leave, vacation and holiday pay applicable thereto. Such employees may include superintendents and foremen at the site. The expenses of performing work after regular working hours, on Saturday, Sunday or legal holidays shall be included in the above only to the extent authorized by City in writing.

B. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and suppliers' field services required in connection therewith. All trade discounts, rebates and refunds and all returns from sale of surplus materials and equipment shall accrue to City, and Contractor shall make provisions so that they may be obtained.

C. Payments made by Contractor to the subcontractors for work performed by subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to Contractor and shall deliver such bids to City who will then determine which bids will be accepted. If a subcontract provides that the subcontractor is to be paid on the basis of cost of the work plus a fee, the subcontractor's cost of the work shall be determined in the same manner as Contractor's cost of the work. All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable.

D. Costs of special consultants (including engineers, architects, testing laboratories, surveyors, and accountants) employed for services specifically, and only, related to the Work.

E. Supplemental costs including the following:

1. The proportion of necessary transportation, travel and subsistence

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 1:6
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] expenses of Contractor's employees incurred in discharge of duties connected with the Work.

2. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value of such items used but not consumed which remain the property of Contractor.

3. Rentals of all construction equipment and machinery and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, installation, dismantling and removal thereof, all in accordance with terms of said rental agreements. The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the Work.

4. Sales, consumer, use or similar taxes related to the Work, and for which Contractor is liable, imposed by laws and regulations.

5. The cost of utilities (including the meter and all associated installation costs), fuel and sanitary facilities at the site.

6. Cost of premiums for additional bonds and insurance required because of changes in the Work.
1-1-26 DIRECTOR. Director of the Department for Contract Administration or his or her designee.
1-1.27 EMERGENCY. Any sudden generally unforeseen occurrence (such as a fire, flood, storm, earthquake, civil disorder, or other natural and/or man-made disaster) that has the potential to adversely affect the safety of life, the Work, and/or adjacent property; to interrupt contracts essential to the performance of the Work; and/or to cause catastrophic failure of City

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 1:7
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] equipment and/or facilities.
1-1.28 ENGINEER OR ARCHITECT. Professional Engineer or Architect designated for a particular project responsible for signing and sealing the permit drawings, interpretation of the drawings where ambiguities exist, review of requests for information, design Change requests and Shop Drawings, resolution of errors and omissions, and finalization of Record Documents.
1-1.29 FINAL COMPLETION. When the project has been completed according to the terms and conditions set forth in the Contract Documents. Final Completion is not the same as Acceptance.
1-1.30 FORCE ACCOUNT. Payment by force account shall mean payment on the basis of the Contractor’s time and materials.
1-1.31 GENERAL NOTES. The written instructions, provisions, conditions or other requirements appearing on the Contract Drawings and so identified thereon, which pertain to the performance of the Work.
1-1.32 INSTALLATION, INSTALL. Completely assembling, erecting, and/or connecting materials, parts, components, supplies, and related equipment specified or required for the completion of the Work.
1-1.33 LABORATORY. Established professional laboratories authorized by the City to test materials and Work involved in the Contract. 1-1.34 LEGAL HOLIDAYS. Those days designated as Federal holidays or declared by the City, or otherwise specified in the Contract Documents. 1-1.35 LIQUIDATED DAMAGES. The amount prescribed in the Contract Documents to be paid to the City or to be deducted from any payments due or to become due the

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 1:8
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Contractor for each day's delay in completing the whole or any specified portion of the Work beyond the time allowed in the Supplemental Conditions. 1-1.36 NOTICE OF COMPLETION. A legal notice filed by the City with the Placer County Recorder’s Office stating that construction has been completed and accepted by the City.
1-1.37 NOTICE TO PROCEED. A written notice given by the City to the Contractor fixing the date on which the Contract Time will commence to run. 1-1.38 NOTICE OF TERMINATION. Written notice from the City to the Contractor and/or its Surety terminating the Agreement, or a portion thereof, either for convenience of the City or for default due to the Contractor’s failure to perform its contractual obligations.
1-1.39 OVERHEAD. Business or administrative expenses (including but not limited to office expenses, administrative staff, rent, insurance, utilities) not chargeable to a particular part of the Work. The term “Overhead” shall include all of the following:

A. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor whether at the Work Site or in Contractor's principal or a branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications, all of which are to be considered administrative costs covered by the Contractor's fee.

B. Expenses of Contractor's principal and branch offices other than Contractor's office at the site.

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 1:9
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] C. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments.

D. Cost of premiums for all bonds and for all insurance whether or not Contractor is required by the Contract Documents to purchase and maintain the same, except as provided in section 1-1.25.

E. Other overhead or general expense costs of any kind. 1-1.40 PREMISES. Shall mean the area within construction easements, easements, rights of entry and City owned property which surrounds the Work Site, limited by the property lines thereof. In some cases Premises may coincide with the Work Site. 1-1.41 PROFESSIONAL ENGINEER. An engineer licensed by the Board of Registration for Professional Engineers, State of California. 1-1.42 PROJECT MANUAL. A book containing all Contract Documents. 1-1.43 PROPOSAL FORMS. The approved forms upon which the City requires that each Bidder submit its bid with regard to the Agreement. 1-1.44 REQUEST FOR INFORMATION (RFI). A document issued by the Contractor requesting information concerning the Contract Documents. 1-1.45 SAFETY. Includes the practice of identifying potential hazards, assessing their risk, taking corrective action where possible, including and providing control measures such as engineering design, written procedures, and the personal protective equipment for workers in order to eliminate or reduce the risk for exposure in the workplace. 1-1.46 SCHEDULE OF VALUES. The breakdown of the Contract Price that will serve as the basis for Contractor’s Applications of Payment. Any lump sum bid item

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 1:10
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] included within the Contract Price will be apportioned among values relating to specific components of the Work covered by said lump sum.
1-1.47 SHOP DRAWINGS. Drawings, plans, diagrams, schedules, and other data specifically prepared and submitted to the City by the Contractor, showing in detail: (a) the proposed fabrication and assembly of a special component of the Work; and (b) the Installation (form, fit and attachment details) of a special component of the Work. Shop Drawings shall be deemed to include Working Drawings, Product Data, literature, and applicable performance and test data.
1-1.48 SPECIFICATIONS. The technical Specifications for the Work prepared by the Director or an Engineer or Architect describing in detail the nature of the Work, its components, any performance standards, and how the Work is to be constructed. 1-1.49 SUBCONTRACTOR. Any individual, firm, partnership, limited liability company, corporation, joint venture, or combination thereof, other than employees of the Contractor, engaged by the Contractor to furnish services, labor, equipment and materials for a portion of the Work.
1-1.50 SUBMITTALS. Those documents required to be submitted by the Contractor for review by the City in accordance with the Contract Documents. 1-1.51 SUPPLEMENTAL CONDITIONS. The Supplemental Conditions are specific clauses modifying or supplementing these General Conditions. 1-1.52 SUPPLIER. Any individual, firm, partnership, limited liability company, corporation, joint venture, or combination thereof, other than employees of the Contractor, that supplies a tangible product as a portion of the Work, with services usually limited to delivery and/or required testing, and with manufacturing, fabrication, or production facilities located off

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 1:11
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] the Work Site.
1-1.53 WORK. The furnishing of all labor, and the furnishing and Installing of all materials, articles, supplies and equipment as specified, designated, or required by the Contract Documents.
1-1.54 WORK SITE. All or portion of the Premises that the Work is limited to as shown on the Contract Drawings or designated by the Director. Public streets are not included unless Work is being done within the street right-of-way. 1-1.55 WORKING DRAWINGS. Original drawings prepared by the Contractor and/or its Subcontractors or Suppliers, of any tier, illustrating Work required for construction that will not become an integral part of the completed Work. This includes, but is not limited to, drawings for temporary structures such as decking, bulkheads, excavation supports, utility support, groundwater control, forming, falsework, access roads, staging areas, staging plans, and diversion plans. A Working Drawing is one type of a Shop Drawing.

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 2:1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 2

CONTROL AND SCOPE OF THE WORK
2-1.01 AUTHORITY OF DIRECTOR. The Contract shall be performed in a manner satisfactory to the Director who shall decide all questions which may arise as to the quality or acceptability of materials furnished and Work performed and as to the manner of performance and rate of progress of the Work; all questions which may arise as to the interpretation of the Contract Documents; all questions as to the acceptable fulfillment of the Contract on the part of the Contractor; and all questions as to compensation. The Director shall have authority to enforce and make effective such decisions and orders in the event the Contractor fails to promptly carry out the same.
2-1.02 INTENT OF CONTRACT DOCUMENTS. The Contract Documents are complementary, and what is called for by one shall be as binding as if called for by all. The intent of the Contract Documents is to describe the details for the construction and completion of the Work. Where the Contract Documents describe portions of the Work in general terms, but not in complete detail, it is understood that only the best general practice shall be followed and that only materials and workmanship of the best quality are to be used. Any Work, materials, or equipment that are customarily provided, or that are reasonably inferable from the Contract Documents as being required to produce the intended result, shall be supplied, whether or not specifically called for. When words, which have a well-known technical or trade meaning are used to describe work, materials, or equipment, such words shall be interpreted in accordance with that meaning. Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment, and incidentals, and do all the Work involved in executing the Contract in a

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 2:2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] satisfactory and workmanlike manner.

Reference to standard specifications, manuals or codes of any technical society, organization or association, or to the laws or regulations of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code, laws, or regulations in effect on the first published date of the Notice to Contractors, except as may be otherwise specifically stated. However, no provision of any referenced standard specification, manual or code (whether or not specifically incorporated by reference in the Contract Documents) shall be effective to change the duties and responsibilities of City or Contractor, or any of their consultants, agents, or employees from those set forth in the Contract Documents, nor shall it be effective to assign to City, or City’s designated representative, any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to other provisions of the Contract Documents.

The Contract Documents are divided into parts, divisions, sections and articles for convenience, organization and reference. Generally, there has been no attempt to divide the Specifications sections into work performed by the various building trades, work by separate Subcontractors, or work required for separate facilities in the project. 2-1.03 EXAMINATION AND VERIFICATION OF CONTRACT
DOCUMENTS. The Contractor shall thoroughly examine and become familiar with all of the various parts of the Contract Documents and shall determine the nature and location of the Work, the general and local conditions (including applicable laws) and all other matters which can in any way affect the cost, progress or performance of the Work under this Agreement. Failure to make an examination necessary for this determination shall not release the Contractor from the obligations of the Agreement. No oral agreement or conversation with any officer, or employee

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 2:3
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] of the City, or with the City’s designated representative either before or after the execution of the Agreement, shall affect or modify any of the terms or obligations contained in the Contract Documents.
2-1.04 CONTRACT DRAWINGS. The Contract Drawings consist of general drawings and show such plans, elevations, sections, details and schedules as are necessary to give a graphic and pictorial description of the contemplated construction. All authorized alterations affecting the requirements and information given on the Contract Drawings shall be in writing.
2-1.05 COORDINATION AND INTERPRETATION OF CONTRACT
DOCUMENTS. All Contract Documents are essential parts of the Contract, and a requirement occurring in one is as binding as though occurring in all. They are intended to be complementary, and to describe and provide for a complete Work.

In the event of inconsistencies between requirements contained in different components of the Contract Documents, the precedence of the Contract Documents shall be as follows to resolve conflicts:

1. Change Orders

2. The Contract (including Addenda)

3. The Supplemental Conditions

4. Specifications

5. Contract Drawings

6. The General Conditions
Should it appear that the Work to be done or any of the matters relative thereto are not sufficiently detailed or explained in the Contract Documents, the Contractor shall submit a

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 2:4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Request for Information (“RFI”) to the Director for such further explanations as may be necessary and shall conform to the written explanation given as if part of the Contract Documents. The decisions of the Director shall be final.

Contractor shall anticipate that it will be necessary to prepare and submit RFIs regarding the Contract Documents. The City will respond to each RFI by no later than fourteen (14) Days after receipt of the RFI, unless the RFI is of significant complexity. Furthermore, in the event that there are numerous RFIs pending, Contractor shall cooperate with the City in establishing a priority for responding to the RFIs, and potentially some RFIs may be responded to beyond the fourteen (14) Day period.

Each RFI prepared by Contractor shall be full and complete. Contractor shall prepare RFIs so as to not cause any delay to the progress of the Work and to not cause any impact to Contractor’s labor productivity in the field. Contractor shall not assert any Claims for delay or interference against the City if Contractor fails to timely submit any RFI to the City, after consideration of the response period allowed for by the City.

The response to an RFI shall not, by itself, constitute a writing that authorizes Contractor to perform any Work that causes an adjustment to either the Contract Price or the Contract Time.

If Contractor believes that any response to any RFI should constitute a compensable change, Contractor shall provide a Notice of Potential Claim as provided in Section 7-1.03, below.

Contractor’s failure to provide the required written notice shall constitute a waiver of the Contractor’s right to seek a compensable change based on the RFI response.

The Contractor shall examine all Contract Documents; shall verify all figures in the Contract Documents before laying out the Work; shall promptly notify the City of all errors, inconsistencies, and/or omissions that it discovers; and, in instances where such nonFOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING GC – 2:5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] conformities are discovered, shall obtain specific instructions in writing from the City before proceeding with the Work. Contractor’s performance of any Work affected by such nonconformities prior to the City’s decision shall be at the Contractor's risk. Any Work that is customarily provided or that is reasonably inferable shall not relieve the Contractor from performing such work at no additional expense and/or delay, and such Work shall be performed as if fully set forth in the Contract Documents.
2-1.06 INDEPENDENT CONTRACTOR STATUS. The Contractor shall independently perform all Work required by the Contract Documents and shall not be considered as an agent or employee of the City, nor shall the Contractor’s Subcontractors or employees be considered as subagents of the City.

The Contractor and Contractor’s Subcontractors shall be licensed in accordance with the laws of the State of California and as more particularly described in the bidding documents or elsewhere in the Contract Documents.
2-1.07 ORDER OF WORK. When required by the Contract Documents, the Contractor shall follow the sequence of operations set forth therein. Full compensation for conforming to such requirements will be considered as included in the prices paid for the various Contract items of work, and no additional compensation will be allowed therefor. 2-1.08 SUBMITTALS. It shall be the Contractor's responsibility to timely submit, so as to cause no delay in the Work, all Shop Drawings, descriptive data, manuals, instructions, affidavits, samples for the various trades as required by the Supplemental Conditions and Specifications, and offers of alternatives, if any. Such Submittals shall be checked and coordinated by the Contractor with the Work of other trades involved before they are submitted to the Director for examination.

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 2:6
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] The Contractor shall deliver at least one (1) electronic copy of the Submittals to the Director, and one (1) hard copy if requested. Work requiring the submittal of working drawings, descriptive data or samples shall not begin prior to approval of said Submittal by the Director.

The time allowed for review of each Submittal will be as indicated in the Supplemental Conditions. Review time will start upon receipt of the Submittal by the Director and will end upon the Director's mailing of the Submittals to the Contractor. Defective, incomplete or partial Submittals will be returned to the Contractor unreviewed.

Submittals shall be made by a letter of transmittal that shall contain a list of all matter submitted and identification of all variations from the Contract Documents contained in the Submittal. The letter and all items accompanying the same shall be fully identified as to project name and location, Contractor's name, district, county, and Contract number, with ample crossreferences to the Contract Documents, to facilitate identification of items and their location in the Work.

All Shop Drawings and supporting data, catalogs, schedules, shall be submitted as the instruments of the Contractor, who shall be responsible for their accuracy and completeness.

These Submittals may be prepared by the Contractor, Subcontractors, or Suppliers, but the Contractor shall ascertain that Submittals meet all of the requirements of the Contract Documents, while conforming to structural, space, and access conditions at the point of Installation. The Contractor shall check all Submittals before submitting them to the Director. 2-1.08A SHOP DRAWINGS. The Contractor shall submit an electronic copy (searchable PDF) of all Shop Drawings required by the Supplemental Conditions or Specifications, and one (1) hard copy, if requested by the Director. Shop Drawings shall also be provided separately in AutoCAD format using the latest version of AutoCAD. An electronic

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 2:7
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] copy will be returned to the Contractor either approved for use, as demonstrated by a stamp, or returned for correction and resubmittal. Materials, colors and/or samples will not be returned to the Contractor. Shop Drawings include any drawing, which requires execution by a draftsman as distinguished from printed matter. The size of Shop Drawings shall not exceed twenty-four inches (24”) by thirty-six inches (36”).
2-1.08B DESCRIPTIVE DATA. The Contractor shall submit an electronic copy (searchable PDF) of each set of manufacturer's brochures or other data required by the Supplemental Conditions or Specifications, and one (1) hard copy, if requested by the Director. The City will examine such Submittals and return either an electronic copy or a hard copy approved for use or returned for correction and resubmittal. 2-1.08C SAMPLES. The Contractor shall submit samples of articles, materials or equipment as required by the Supplemental Conditions or Specifications. The Work shall be in accordance with the approved samples. Samples shall be removed from City property when directed or may be incorporated in the Work if approved by the Director. Samples not removed by the Contractor will become the property of the City or, at the City's option, will be removed or disposed of by the City at the Contractor's expense. 2-1.08D MANUALS, INSTRUCTIONS AND AFFIDAVIT.

A. Manuals and Instructions. Where operation and maintenance manuals are required by the Supplemental Conditions, the Contractor shall submit two (2) sets of manuals, suitably bound, along with two (2) electronic copies in an approved format, to the Director within forty-five (45) Days after favorable review of the equipment or facilities. If operation and maintenance manuals are approved to be provided in PDF format, text shall be provided in searchable PDF format, making proper use of PDF for headings and heading levels,

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 2:8
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] paragraphs, tables, and lists. Submitted operation and maintenance manuals shall be a collected, organized, and indexed set of bookmarked PDF documents comprising each operation and maintenance manual that corresponds to a hardcopy binder. All manuals shall be marked to indicate the specific equipment furnished for this project and shall include at a minimum:

1. Equipment summary form

2. Cover/Title page

3. Table of contents

4. Operating procedures including start-up, shutdown, normal operation, all operating modes, emergency shutdown, and safety precautions

5. Lubrication instructions (if required)

6. Preventative maintenance procedures

7. Troubleshooting and corrective maintenance procedures

8. Reinstallation instructions

9. Overhaul instructions (if applicable)

10. Parts identification list with exploded view and associated cross references

11. Recommended spare parts list

12. Operator safety requirements

13. Electrical and control system wiring drawings, including panel wiring control (ladder) diagrams, logic diagrams, loop diagrams, and interconnection diagrams

14. Panel layout and assembly drawings

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 2:9
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

15. Mechanical drawings

16. Printouts of all software programs and configuration files

17. Factory and field test procedures and results
Operation and maintenance manuals for complex equipment shall also include:

18. Alternate specified operating modes

19. Emergency shutdown instructions

20. Normal shutdown instructions

21. Long term shutdown instructions
Operation and maintenance manuals for systems comprised of separate pieces of equipment shall include a system explanation of items 4, 7, 18, 19, 20, and 21 as well as the instructions for the separate pieces of equipment.

B. Affidavits. Where required in the Supplemental Conditions or Specifications, manufacturers of equipment shall provide field service as a part of this project.

Equipment shall not be considered ready for full time operation until after the authorized factorytrained and qualified manufacturer's representative for the specific equipment has checked and adjusted the equipment and certified by written affidavit that the equipment has been properly Installed, tested, adjusted, lubricated, and calibrated, and is ready for full time operation.

Acceptable affidavits shall be submitted prior to completion of the Work. Affidavits shall contain the following specific wording:
“The (Name of Equipment) has been properly installed, tested, adjusted, lubricated, and calibrated, and is ready for full time operation. The installation has been inspected and has been found to be in conformance with our (the manufacturer's) standards and requirements.”

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 2:10
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] No amplification, dilution, or modification of this specific wording will be permitted. 2-1.08E ALTERNATIVES. For convenience in designation in the Contract Documents, certain materials, articles, or equipment may be designated by a brand or a trade name or the name of the manufacturer together with catalog designation or other identifying information, hereinafter referred to generically as “designated by brand name.” Except in those instances where the product is designated to match others in use in a particular improvement, either completed or in the course of completion, an alternative material, article, or equipment which is of equal quality and of the required characteristics for the purpose intended may be proposed for use provided the Contractor complies with the following requirements:

A. The Contractor shall submit its proposal for an alternative in writing. Such request shall be made in ample time to permit review and approval without delaying the Work. The Contractor shall not be entitled to an adjustment of the Contract Time or an increase in the Contract Price based on any Contractor-proposed substitution.

B. No such proposal will be considered unless accompanied by complete information and descriptive data, necessary to determine the equality of the offered materials. The Contractor shall satisfy the Director as to the comparative quality, suitability, or performance of the offered material, articles, or equipment. In the event that the Director rejects the use of such alternative materials, articles, or equipment, then one of the particular products designated by brand name shall be furnished.

C. The burden of proof as to the quality and suitability of alternatives shall be upon the Contractor and it shall furnish all information necessary as required by the Director. The Director shall be the sole judge as to the quality and suitability of alternative articles or materials and such decisions shall be final. Where use of an alternative material

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 2:11
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] involves redesign of, or changes to, other parts of the Work, the cost and time required to effect such redesign or changes will be considered in evaluating the suitability of the alternative material. Cost of redesign by the City will be borne by the Contractor.

D. Whenever classification, rating or other certification by a body such as Underwriters Laboratories (UL) or the National Electrical Manufacturers Association (NEMA) is a part of the specification for any material, Contractor’s request for use of alternative articles or materials shall be accompanied by reports from the listed or equivalent independent testing Laboratory indicating compliance with the Contract Documents. The cost of all testing required to prove equality of the material proposed shall be borne by the Contractor. Approval of an alternative shall be only for the characteristics or use named in such approval, and shall not be used to change or modify any requirement of the Contract Documents.

E. At its election, the City reserves the right to consider any Contractor proposed substitution as a Cost Reduction Proposal under Section 3-1.07 of these General Conditions in the event that there is a significant savings resulting from the substitution.

The Director will examine, with reasonable promptness, such Submittals, and return of Submittals to the Contractor shall not relieve the Contractor from responsibility for deviations and alternatives from the Contract Documents, nor shall it relieve the Contractor from responsibility for errors in the Submittals. A failure by the Contractor to identify in its letter of transmittal material deviations from the Contract Documents shall void the Submittal and any action taken thereon by the Director. When specifically requested by the Director, the Contractor shall resubmit such Shop Drawings, descriptive data and samples as may be required.

If any mechanical, electrical, structural, or other changes are required for the proper Installation and fit of alternative materials, articles, or equipment, or because of deviations from

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 2:12
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] the Contract, such changes shall not be made without the approval of the Director and shall be made without additional cost to the City.
2-1.09 DISPOSAL OF MATERIAL OUTSIDE THE WORK SITE. Unless otherwise stated elsewhere in the Contract Documents, the Contractor shall, at its own cost and expense, make its own arrangements for disposing of materials outside the Work Site.

Except when material is to be disposed of at a landfill or recycling center, when any material is to be disposed of outside the Work Site, the Contractor shall first obtain written permission from the City to dispose of the material at the intended location. The City’s approval will be contingent upon the Contractor obtaining a written permit from the property owner on whose property the disposal is to be made. Prior to the disposal of any material at the intended location, the Contractor shall submit such permit or a certified copy thereof to the City, together with a written release from the property owner absolving the City from any and all responsibility related to the disposal of material on said property.

Disposal of Hazardous Materials must be done in accordance with all laws and regulations. Copies of all required regulatory documentation including copies of final manifests shall be supplied to the City.
2-1.10 ACCESS TO THE WORK. The Contractor shall satisfy itself that the jurisdictions through which its operations and haul routes pass will permit such operations with respect to the type of vehicle, laden weights, frequency and dimensions of loads, hours of operation and required traffic control. All necessary permits, licenses or bonds shall be obtained and paid for by the Contractor.
2-1.11 TEMPORARY UTILITIES. The Contractor shall make its own arrangements with utility companies for any temporary services it may require in performance of

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 2:13
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] the Work and shall pay all costs of these services directly to these utility organizations. 2-1.12 UTILITY FACILITIES. The Contractor shall protect from damage those utility facilities that are to remain in place, be Installed, relocated or otherwise arranged.

The Contractor’s attention is directed to the possible existence of facilities not shown, and of facilities in a location different from that, which is indicated. The Contractor shall take steps to ascertain the exact location of all facilities prior to doing any Work, which may damage such facilities or interfere with their service. Where the location of a facility is indicated or inferred from the presence of visible facilities such as buildings, meters, and junction boxes, the Contractor shall make such excavations and explorations as are necessary to ascertain the correct location. Unless provided for elsewhere in the Contract Documents, the cost of such excavations and explorations will be considered as a part of the cost of other items of Work and no additional payment will be made. Such excavations and exploratory Work shall not entitle the Contractor to an extension of time.

If the Contractor discovers underground facilities not indicated or inferred from the Contract Documents, the Contractor shall immediately give the Director written notification of the existence of those facilities. The Contractor shall determine the exact location of the underground facilities and the cost of the work will be paid for in accordance with the Contract Documents. The underground facilities shall be protected from damage as directed by the Director and the cost of that work will be paid for as extra work. The Contractor shall, if directed by the Director, repair any damage, which may occur to the underground facilities. The cost of that repair work, not due to the failure of the Contractor to exercise reasonable care, will be paid for as extra work. Damage due to the Contractor’s failure to exercise reasonable care shall be repaired at the Contractor’s cost and expense.

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 2:14
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Where it is determined by the City that the rearrangement of an underground facility, the existence of which is not shown on the Contract Drawings, is essential in order to accommodate the Work, the City will provide for the rearrangement of such facility by other forces or, when so ordered by Change Order, such rearrangement shall be performed by the Contractor and will be paid for as provided under a Change Order.

The Contractor shall be responsible for the maintenance of all utility facilities placed by the Contractor in temporary locations, and all utilities within the construction area not required to be relocated but which are required to be shored or supported during the construction period.

The cost of such maintenance shall be borne by the Contractor, and no other compensation shall be due the Contractor for this Work.

The cost of providing and maintaining all necessary or required temporary structures, of making any necessary repairs, replacements, or similar operations, or furnishing indemnity or other bonds, if required, and all costs required by this Section shall be paid by the Contractor and shall be included in the prices bid in the schedule for other items of work. 2-1.13 PRESERVATION AND CLEANING. The Contractor shall clean up the Work at frequent intervals and at other times when directed by the Director. While finish Work is being accomplished, floors, Work areas and finished areas shall be kept clean, free of dust, construction debris and trash. Upon completion of the Work, the Contractor shall remove from the Premises its construction equipment and any waste materials not previously disposed of, leaving the Premises thoroughly clean and ready for final inspection. 2-1.14 LIMITATIONS ON WORK SITE AND PREMISES. The Contractor shall limit its construction operations to the Work Site unless otherwise shown on the Contract Drawings or specified. The Contractor shall perform no operation of any nature over or on the

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 2:15
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Premises except such operations as are authorized by the Contract Documents or as authorized by the Director.
2-1.15 DUST CONTROL. During the performance of all Work under this Contract, the Contractor shall assume all responsibility for dust control and shall furnish all labor, equipment, and means required to carry out proper and efficient measures wherever and whenever dust control is necessary to prevent the operations from producing dust damage and nuisance to persons and property. Any claims resulting from dust damage or nuisance shall be borne solely by the Contractor. The Contractor shall comply with all applicable Air Quality Act requirements.
2-1.16 SANITATION. The Contractor shall provide sanitary facilities for all persons working on the Work.
2-1.17 NIGHT WORK AND NORMAL WORKING HOURS. Normal
working hours at the construction site shall be between the hours of 7:00 a.m. and 7:00 p.m.

Monday through Friday. Legal holidays are excluded. Certain utility connections and street operations are anticipated to require night Work by the Contractor during low usage periods.

The Contractor may also be required to prosecute the Work at night if, at any time, the Director shall deem it necessary for the progress of the Work, or if emergencies arise. The Contractor shall promptly comply with any such requirements made in writing by the Director. The Contractor will also be permitted to Work at night if Contractor satisfies the Director of the need therefor, in order to maintain the required progress or protect the Work from the elements.

Certain activities are required to be performed at night for nominal progress of the Work and/or are specified to be performed at night by other portions of the Supplemental Conditions. When required, ordered, or permitted to Work at night, the Contractor shall provide sufficient and

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 2:16
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] satisfactory lighting and other facilities therefor. The Contractor shall receive no extra payment for night Work, if specified or if required to be performed during the normal progress of the Work, but compensation shall be considered as having been included in the price stipulated for the Work.

If Contractor performs work during weekends, holidays or any non-normal work hours, Contractor shall pay for required City Inspectors.
2-1.18 LINES AND GRADES. Unless otherwise provided in the Supplemental Conditions, the Contractor shall lay out all Work, including structures and pipelines, and shall be responsible for any errors resulting therefrom. In all questions arising as to proper location of lines and grades, the Director's decision will be final.

As part of the bid price for the construction of the improvements, the Contractor shall provide and be responsible for the layout of all Work on this project. The Contractor shall provide all necessary surveys, field staking, and positioning for the construction of all components at the proper alignment, elevations, grades, and positions, as indicated on the Contract Drawings and as required for the proper operation and function. The Contractor shall stake its Work area limits. Contractor shall perform all construction staking using a land surveyor licensed in the State of California. Contractor shall provide a staking plan prior to commencement of Work for the City’s review and maintain monuments, stakes, and marks, and shall update the plan as necessary. Director, or Director’s designated representative, may verify the field condition. Errors or inconsistencies in the Contract Documents discovered by the Contractor shall be reported to the Director within twenty-four (24) hours and prior to constructive forms or related improvements. Any work Installed with this requirement shall be subject to removal and replacement at the Contractor’s expense.

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 2:17
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] The Contractor's lay-out shall be based on existing structures, property lines, survey control, and bench marks established by the City. All structures and pipeline connections shall be Installed based on actual elevation of existing structures to which connections are made.

The Contractor shall supply such labor as required, at no extra charge, to aid and assist the Director in checking location and grades of the Work as set by the Contractor if the Director desires to perform this checking. This shall include moving materials and equipment located between monuments and the construction Work.
2-1.19 ARCHEOLOGICAL DISCOVERIES. Upon discovery of prehistoric or historic artifacts, or other indicators or examples of cultural resources discovered during the course of site preparation, grading, excavation, construction or other development activities, all operations within fifty feet (50’) of the find shall cease until such time as the City provides the services of a qualified archeologist to evaluate the finds and recommend appropriate action.

Prehistoric materials can include flaked stone tools (e.g., projectile points, knives and choppers) or tool making debris of obsidian, chert, quartzite and other materials, culturally darkened soil (i.e., midden, which often contains heat affected rock, ash and charcoal, shellfish remains, and cultural materials), and stone milling equipment such as mortars, pestles and hand stones. Historic material may include wood, stone, concrete or adobe footings, walls and other structural remains; debris filled wells or privies; and deposits of wood, metal, glass, ceramics and other refuse.
2-1.20 PRESERVATION OF MONUMENTS. Any monuments or bench marks disturbed by construction operations shall be repaired per the City’s standard and promptly re-established by a registered land surveyor or civil engineer. A plat for each monument shall be furnished to the Director after the plat has been recorded with the Placer

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 2:18
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] County Recorder's Office at no additional cost to the City. The recorded plat shall serve as a record of the re-establishment of said existing survey points. 2-1.21 CONFORMITY WITH CONTRACT DOCUMENTS. Work and
materials shall conform to the lines, grades, cross sections, dimensions and material requirements, including tolerances, required by the Contract Documents. Although measurement, sampling and testing may be considered evidence as to such conformity, the City shall be the sole judge as to whether the Work or materials deviate from the Contract Documents. At its option, the City may elect to accept deviations from the Contract Documents with appropriate backcharge Assessments against the Contractor, and, if such an election is made, the City will provide written notice to the Contractor of such acceptance. 2-1.22 FINAL CLEANUP. Prior to final Acceptance of the Work, the Contractor shall thoroughly clean the Premises, remove all temporary structures built by or for the Contractor, and remove all equipment and surplus construction material and debris from the area. The entire project, before Acceptance by the City, shall be left in a neat and clean condition. All Work areas and temporary construction areas shall be returned to essentially the same conditions existing before the commencing of project construction. 2-1.23 AS-BUILT DOCUMENTS AND DRAWINGS. The Contractor shall maintain one set of the full size prints furnished by the City and mark thereon in color any deviations from plan dimensions, elevations, or orientations. Also, the Contractor shall locate on said prints, all underground facilities, such as piping, conduits and tanks by accurate field measurement from structure walls, corners, etc. The Contractor shall submit the prints and an electronic CD (searchable PDF or source file format such as AutoCAD) in good condition to the Director upon completion of the job as a condition of Acceptance of the project. Marked prints

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 2:19
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] shall be updated at least once each week and shall be available to the Director for review as to currency prior to developing partial payment estimates. After the completion of testing, but prior to Acceptance, the Contractor shall submit As-Built electrical drawings in color and an electronic CD showing all components and their wiring, and as specified in the Supplemental Conditions. 2-1.24 SUPERINTENDENCE. The Contractor shall supervise and direct the Work, which shall be performed in accordance with the requirements of the Contract Documents. The Contractor shall be solely responsible for implementation of all construction means, methods, techniques, sequences, and procedures and for coordination of all portions of the Work under the Agreement. The Contractor shall be solely responsible for the safety of its employees, Subcontractors of any tier, Suppliers, visitors to the Contractor, and other third parties associated with the Contractor.

The Contractor shall designate in writing before starting Work, an authorized representative who shall have the authority to represent and act for the Contractor.

When the Contractor is comprised of two (2) or more persons, firms, partnerships, or corporations functioning on a joint venture basis, said Contractor shall designate in writing before starting Work, the name of one authorized representative who shall have the authority to represent and act for the Contractor. Instances of misconduct, contract non-compliance, unsatisfactory performance, or incompetence by these personnel shall be grounds for the City to direct Contractor to dismiss them from the Project. Contractor shall immediately comply with the City’s request for dismissal, at no cost to the City, and shall designate a replacement, which shall be subject to approval by the City.

Said authorized representative shall be present at the site of the Work at all times while Work is actually in progress on the Contract. When Work is not in progress and during periods

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 2:20
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] when Work is suspended, arrangements acceptable to the Director shall be made for any Emergency Work that may be required.

Whenever the Contractor or its authorized representative is not present on any particular part of the Work where it may be desired to give direction, orders will be given by the Director, which shall be received and obeyed by the superintendent or foremen who may have charge of the particular Work in reference to which the orders are given.

Any order given by the Director, not otherwise required by the Supplemental Conditions to be in writing, will on request of the Contractor, be given or confirmed by the Director in writing.
2-1.25 CHARACTER OF WORKER. If any Subcontractor or person employed by the Contractor shall appear to the Director to be incompetent or to act in a disorderly or improper manner, he or she shall be removed immediately on the requisition of the Director, and such person shall not again be employed on the Work. 2-1.26 INSPECTION. The Contractor shall at all times permit the Director to inspect the Work or any part thereof. The Contractor shall maintain proper facilities and provide safe access for such inspection by the Director to all parts of the Work, and to the shops where the Work is in preparation. Work shall not be covered up until authorized by the Director and the Contractor shall be solely responsible for notifying the Director where and when such Work is in readiness for inspection and testing. Should any such Work be covered without authorization, it shall, if so ordered, be uncovered at the Contractor's expense.

Unless otherwise designated as normal working hours, whenever the Contractor intends to perform Work on Saturday, Sunday, or a Legal Holiday, the Contractor shall give notice to the Director of such intention forty-eight (48) hours prior to performing such Work, or such longer

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 2:21
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] period as may be specified so that the Director may make necessary arrangements.

The observation and/or approval of the workmanship or materials by the City shall not relieve the Contractor of any obligations to fulfill the requirements of the Contract Documents.

Workmanship and materials not meeting such requirements shall be corrected and unsuitable Work or material may be rejected, notwithstanding that such Work or materials have been previously observed and/or approved by the City, or payment therefor has been included in a progress estimate.

The City may order re-examination of questioned Work at any time before final Acceptance. If so ordered, the Contractor shall uncover the Work. If such work is found to be in accordance with the Contract Documents, the City will pay for the cost of uncovering, removing, recovering and replacing the parts removed; but if such Work so exposed or examined is not in accordance with the Contract Documents, the uncovering, removal, recovering and replacement shall be at the Contractor’s expense. Work that has been covered prior to observation by the City does not qualify as re-examined work; the City may order such work uncovered for observation without payment of any costs.
2-1.27 REMOVAL OF REJECTED AND UNAUTHORIZED WORK. All
Work which has been rejected shall be remedied, or removed and replaced by the Contractor in a manner acceptable to the Director and no compensation will be allowed the Contractor for such removal, replacement, or remedial Work.

Any Work done beyond the lines shown on the Contract Drawings or established by the Director, or any Work done without written authority will be considered as unauthorized Work and will not be paid for. Upon order of the Director, unauthorized Work shall be remedied, removed, or replaced at the Contractor's expense.

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 2:22
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Upon failure of the Contractor to comply promptly with any order of the Director made under this section, the Director may cause rejected or unauthorized Work to be remedied, removed, or replaced, and the costs thereof will be deducted from any moneys due or to become due the Contractor.

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 3:1
[[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 3

CHANGES IN THE WORK
3-1.01 CHANGES. The Director, without invalidating this Agreement and without notice to Contractor’s surety, may order changes in the Work, consisting of additions or deletions, or other revisions. The Contract Price and the Contract Time shall be adjusted accordingly. All such changes in the Work, including in the Contract Price and the Contract Time, shall be authorized only by Contract Change Order, signed by the Director.

If Contractor claims that performance of any work entitles it to additional compensation or to an extension of time for performance of the Work, Contractor shall provide written notice to the City of any such claim prior to undertaking such work. Contractor shall provide written notice of any anticipated impacts to the Contract Price or Contract Time within three (3) Days of discovering such impact, by submitting a Notice of Potential Claim described in Section 7-1.03 below, or notice of delay as described in Section 6-1.09 below. If the Director refuses to issue a Change Order for such work, Contractor shall perform that work if directed or obligated to do so and shall submit a complete and specific Claim for additional compensation and/or extension of time for performance within fifteen (15) Days after such work is performed, as described in Section 7-1.03 below. Failure to provide written notice of claims prior to undertaking such work, failure to provide a timely Notice of Potential Claim, or failure to submit timely a complete and specific Claim for additional compensation and/or extension of the time for performance, shall be deemed a waiver and abandonment of any such Claim. No Claim, dispute or controversy shall interfere with the progress or performance of the Work and the Contractor shall proceed with the Work as directed by the Director. Failure to so proceed shall amount to a

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 3:2
[[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] default under this Agreement.
3-1.02 PROPOSED CHANGE ORDERS. The Contractor will be notified in writing of a proposed Change Order describing the intended change. Within fifteen (15) Days after receipt of a written request, the Contractor shall submit its proposed price to be added or deducted from the Contract Price due to the change and its estimate of the extent of the adjustment in the Contract Time, if any. The Contractor's proposed price to be added to or deducted from the Contract Price shall be supported by a detailed estimate of cost prepared by the Contractor, vendor or Supplier. The Contractor's proposed price submittal shall be accompanied by a statement of the time necessary for the changed Work, together with a description of how this time will be incorporated into the current Construction Schedule. The Contractor shall upon request by the Director permit inspection of its original Contract estimate, subcontract agreements or purchase orders relating to the change.

If agreement is reached on the adjustment in compensation as provided in Section 3-1.05, “Contract Price Adjustment,” of these General Conditions, the Contractor shall proceed with the Work as changed at the agreed price.

If the Contractor and the Director fail to agree as to the adjustment in compensation for the performance of the changed Work, the Contractor, upon written order from the Director, shall proceed immediately with the changed Work and the Contract Price shall be adjusted in accordance with Section 3-1.06, “Force Account Payment,” of these General Conditions.

If the Contractor fails to submit its cost estimate within such fifteen (15) Day period, the Contractor shall commence the Work as changed immediately upon receipt of written order of the Director, and the Contract Price will be adjusted in accordance with the Director's cost estimate for the changed Work.

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 3:3
[[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 3-1.03 EMERGENCY AND INDETERMINATE TYPE CHANGE
ORDERS. Changes in the Work made necessary by an Emergency, as determined by the Director, or changes of a kind where the extent of the Work cannot be determined until completed, may be authorized by the Director in writing. The Change Order shall state that it is issued pursuant to this Section 3-1.03. Upon receipt of an authorized Change Order or other written order of the Director, the Contractor shall proceed with the ordered Work and the Director will maintain a daily job record containing a detailed summary of all labor, materials and equipment required for the changed Work.

Within fifteen (15) Days after receiving a written request, the Contractor shall submit a detailed estimate of cost for the change and any requested change in Contract Time in the same manner as required for proposed Change Orders in Section 3-1.02 of these General Conditions. 3-1.04 EXECUTED CHANGE ORDER. A Contract Change Order signed by both the Director and the Contractor is an “executed Contract Change Order.” By signing the Contract Change Order, the Contractor agrees that the specified compensation constitutes full compensation for the changed Work, including payment for interruption, disruption, acceleration, extended Overhead, delay or any other “impact” claim or “ripple effect” claim.

The Contractor specifically understands and agrees that its execution of the Contract Change Order shall constitute a waiver of any right for the Contractor to claim any additional compensation with respect to the subject matter of the Contract Change Order. 3-1.05 CONTRACT PRICE ADJUSTMENT. If a Contract Change Order provides for an adjustment to the Contract Price, the amount of such adjustment shall be determined by one of the following methods, or a combination thereof, as determined by the City and in its sole discretion:

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 3:4
[[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] A. Lump sum. The Contractor and the City may agree on a lump sum amount for the Change Order. At the City’s request, the Contractor will provide pricing for the work. Maximum markups for Contract Change Orders paid for using lump sum pricing shall be paid for in the same manner and in the same amounts as markups for Force Account work, as described in Section 3-1.06 below.

B. Unit Prices. The unit prices set forth in the Contractor’s Schedule of Bid Prices will be utilized where they are applicable and acceptable to the City. The Contractor’s unit prices shall remain firm and shall not be subject to adjustment unless and until the actual quantity of work is increased or decreased by Contract Change Order in an amount greater than twenty-five percent (25%) from the estimated quantity indicated for such item. No markups will be given for Contract Change Orders paid for using unit prices.

Unit prices for new items included in the Contract Change Order but not included in the original bid shall be as mutually agreed upon or, in the absence of agreement, as determined by the City in the same manner as if the work were to be paid for on a Force Account basis, as described in Section 3-1.06 below.

C. Force Account. Where the City and the Contractor are unable to agree on lump sum pricing and if the City does not elect to utilize the unit prices in Contractor’s bid, or such unit prices are not applicable, the changed work will be performed and tracked by the Contractor as Force Account work, as described in Section 3-1.06 below. The City will pay for such work, including markups, properly attributable to the change in accordance with those Force Account provisions.

D. Eliminated Items. The City reserves the right to delete any bid item of Work in its entirety. The City makes no representation that any work under a bid item of Work

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 3:5
[[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] will be performed, and all work may be subject to a Contract Change Order that deletes such work. Bid items are distinct and severable from the other bid items, and the Contractor shall not be entitled to any anticipated profit, unabsorbed Overhead, or other indirect expense attributable to the deleted item, except as provided immediately below with regard to Force Account markups on the direct and verifiable costs incurred prior to the City’s order that deletes the work.

Should any bid item of Work be eliminated in its entirety and not accounted for as described immediately above and, in the absence of an executed Contract Change Order covering such elimination, payment will be made to the Contractor for actual direct and verifiable costs incurred in connection with such eliminated bid item if incurred prior to the date of notification in writing by the City of such elimination. If acceptable material is ordered by the Contractor for the eliminated item prior to the date of notification of such elimination by the City, and if orders for such material cannot be canceled, it will be paid for at the actual direct and verifiable cost to the Contractor. Actual direct costs shall include documented vendor shipping fees, Supplier restocking fees, if applicable, and Contractor handling costs directly related to the eliminated item(s). In such case, the material paid for shall become the property of the City and the actual cost of any further handling will be paid for by the City. If the material is returnable to the vendor and if the City so directs, the material shall be returned and the Contractor will be paid for the actual direct cost of charges made by the vendor for returning the material. The actual direct cost of handling returned materials will also be paid for by the City. The actual direct and verifiable costs to be paid by the City as provided herein will be computed in the same manner as if the work were to be paid for on a Force Account basis, including the application of Force Account mark-ups to said costs.
3-1.06 FORCE ACCOUNT PAYMENT. When Work performed pursuant to a

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 3:6
[[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Change Order is to be paid for on a Force Account basis, the Contractor’s labor, materials and equipment used in the performance of such Work shall be subject to the approval of the City, and the compensation will be determined as set forth below in this section. 3-1.06A LABOR. The Contractor will be paid an amount based on the actual cost for the workers (including foremen when authorized by the Director) used in the actual and direct performance of the Work. All labor costs associated with Overhead, whether field or home office, are specifically excluded herein, as those labor costs are covered by the below mark-ups. The cost of labor, whether the employer is the Contractor, Subcontractor or other forces, shall include employer payments; assessment of benefits required by lawful labor union collective bargaining agreements; compensation insurance payments; contributions made to the State pursuant to the Unemployment Insurance Code; and for taxes paid to the Federal Government pursuant to the Social Security Act of August 14, 1935, as amended. No labor cost will be recognized at a rate in excess of the wages prevailing in the locality at the time the Work is performed, nor will the use of a labor classification, which would increase the cost, be permitted unless the Contractor establishes to the complete satisfaction of the Director the necessity for payment at a higher rate.
3-1.06B MATERIALS. Only materials furnished by the Contractor and necessarily used in the performance of the Work will be paid for. Such cost of materials may include the costs of procurement, transportation and delivery if necessarily incurred. If a cash or trade discount by the actual supplier is available to the Contractor, it shall be credited to the City.

If materials are procured by the purchaser by any method which is not a direct purchase from and a direct billing by the actual supplier to such purchaser, the cost of such materials shall be deemed to be the price paid to the actual supplier plus the actual costs, if any, incurred in the

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 3:7
[[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] handling of such materials. If the materials are obtained from a supply or source owned wholly or in part by the purchaser, the cost of such materials shall not exceed the price paid by the purchaser for similar materials furnished from said source on Bid items or the current wholesale price for such materials delivered to the job site, less any discounts as provided herein, whichever is lower. If, in the opinion of the Director, the cost of materials is excessive, or if the Contractor fails to furnish satisfactory evidence of the cost to it from the actual supplier within sixty (60) Days after the date of delivery of the materials or within fifteen (15) Days after Acceptance of the Agreement, whichever occurs first, the cost of the materials shall be deemed to be the lowest current wholesale price at which similar materials are available in the quantities required, less any discounts provided herein. The Department reserves the right to furnish such materials required by the Change Order as it deems advisable, and the Contractor shall have no claim for cost or markups on material furnished by the Department. 3-1.06C EQUIPMENT. The Contractor will be paid an amount based on the actual cost for the use of equipment directly required and approved by the Director in the performance of the changed Work. No payment will be made for time while equipment is inoperative due to breakdowns or on Days when no Work is performed. In addition, the rental time shall include the time required to move the equipment to the Work from the nearest available source of such equipment, and to return it to the source. If such equipment is not moved by its own power, then loading and transportation costs will be paid. Moving time, loading and transportation costs will only be paid if the equipment is used exclusively on the changed Work during the time between move in and move out. Individual pieces of equipment having a replacement value of One Thousand Dollars ($1000) or less shall be considered to be tools or small equipment, and no payment will be made therefore. For equipment owned,

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 3:8
[[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] furnished, or rented by the Contractor, no cost therefore shall be recognized in excess of the equipment rental rates published by Caltrans at the following website address:
http://www.dot.ca.gov/hq/construc/equipmnt.html. Equipment located at a Work Site and utilized on non-Force Account work shall not eligible for standby payment, and shall be charged on a Force Account basis only when solely performing pre-approved Force Account work tasks. 3-1.06D MARKUPS. When a Change Order increases the cost of the Work, the Contractor may add the following maximum markups to its actual costs of labor, materials, or equipment rental:
15 percent for labor;
10 percent for materials; and
5 percent for equipment rental.

The above markups include full compensation, covering the costs of all supervision, bonds, profit, Overhead, and other general expenses not specifically designated as a direct cost in Sections 3-1.06A through 3-1.06C above. The total payment (i.e., direct cost plus applicable markups) shall be deemed to be the actual cost of such work and shall constitute full compensation therefor. The Contractor specifically understands and agrees that such payment shall include any Contractor costs for interruption, disruption, and acceleration, extended Overhead, Change Order management, delay or other “impact” claim or “ripple effect” claim.

When work paid for on a Force Account basis is performed by forces other than the Contractor’s own forces, the maximum allowable mark-ups for the Subcontractors’ costs shall be fifteen percent (15%) for the cost of labor, ten percent (10%) for the cost of materials, and five percent (5%) for the cost of rented equipment. In these situations where the work is being performed by Subcontractors, the Contractor will only be entitled to an additional five percent

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 3:9
[[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] (5%) mark-up and will not be entitled to receive the additional mark-ups specified in this section.

When a Change Order decreases the cost of the Work, the reduction in cost shall include a five percent (5%) markup on the estimated cost for furnishing the labor, materials and equipment, which would have been used on such Work, had the Change Order not been issued.

When a Change Order involves both added Work and deleted Work, the markup or markups to be used shall be as follows:

The actual costs of labor, materials, and equipment rental for added and deleted Work shall be calculated separately without adding markups. If the difference between the calculated costs for labor results in an increased cost, a markup of fifteen percent (15%) shall be applied to the increased cost. If the difference between the calculated costs of materials or equipment rental results in an increased cost, a markup of ten percent (10%) and five percent (5%) respectively, shall be applied to the increased costs of materials or equipment rental, as the case may be. If the difference between the calculated costs for labor, materials or equipment rental results in a decreased cost, a markup of five percent (5%) shall be applied to the decreased costs of labor, materials or equipment rental, as the case may be.

Contractor shall not add mark-ups on work performed and billed by City staff nor add mark-ups to successive iterations of proposed Change Order cost proposals returned to Contractor by the City due to incomplete or inaccurate information being originally submitted by the Contractor. If the Contract Price increases by the issuance of Change Orders, the penal amounts of the bonds required shall increase accordingly. 3-1.06E RECORDS. The Contractor shall maintain its records in such a manner as to provide a clear distinction between the direct costs of extra work paid for on a Force Account basis and the costs of other operations.

FOR COUNCIL APPROVAL ONLY - NOT FOR BIDDING
GC – 3:10
[[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] From the above records, the Contractor shall furnish the City completed daily extra work reports, on forms acceptable to the City, for each Day’s extra work to be paid for on a Force Account basis. The daily extra work reports shall itemize the materials used, and shall cover the direct cost of labor and the charges for equipment rental, whether furnished by the Contractor, Subcontractor, or other forces. The daily extra work reports shall provide names and identifications and classifications of workers, the hourly rate of pay and hours worked, and also the size, type, and identification number of equipment, and hours operated. Daily extra work and Force Account reports (actual or claimed) shall be signed by both the City’s and the Contractor’s representatives within twenty-four (24) hours of the performance of the work.