Roseville City Council
April 20, 2022

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 12 93 00 SITE FURNISHINGS
SECTION 26 00 00 SITE ELECTRICAL
SECTION 26 05 09 EQUIPMENT WIRING
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 RACEWAYS
SECTION 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS
SECTION 26 08 05 ELECTRICAL ACCEPTANCE TESTING
SECTION 26 28 00 OVVERCURRENT PROTECTIVE DEVICES
SECTION 31 10 00 CLEARING AND GRUBBING
SECTION 31 20 00 EARTHWORK
SECTION 32 84 00 IRRIGATION SYSTEM
SECTION 32 90 00 PLANTING
SECTION 33 00 00 UTILITIES

APPENDICES
A: Irrigation Schedules Sheet LI-2.1
B: Soils Fertility Report Sheet LP-2.0
C: Permits (provided by the City/Project Owner) # pages For Council Acceptance Only
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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, Grading Permit for all Work related to this project.

4. City of Roseville Department of Development Services, Building Permit for all structural items associated with this project, including, but not limited to, lighting, , 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.

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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
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PART 3 - EXECUTION
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END OF SECTION
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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:

Audrey Huisking Park
6485 Garland Way Roseville, Ca 95747
B. Project description/scope of work:

The scope of this project includes …1.2 acre parcel / park improvements 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.

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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.

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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.

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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 Acceptance Only
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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.

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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:

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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.

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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 – Warrantees 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
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“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
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PART 3 - EXECUTION
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END OF SECTION
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March 2022
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
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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.

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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 Acceptance Only
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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.

Delete this article if winter suspension is not required

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. 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.

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

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
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March 2022
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 six-foot by six-foot (6‟ x 6‟) 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.

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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 Propex Operating Company; 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 Acceptance Only
Audrey Huisking Park
March 2022
Section 03 30 00: Site Concrete

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.

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 For Council Acceptance Only
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March 2022
Section 03 30 00: Site Concrete

example a ten-foot wide walkway shall have control joint placed ten feet on center.

3.05 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‟

3.06 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 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.

For Council Acceptance Only
Audrey Huisking Park
March 2022
Section 03 30 00: Site Concrete

3.07 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.

3.08 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.

3.09 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 Acceptance Only
For Council Acceptance Only
Audrey Huisking Park
March 2022
Section 04 20 00: Unit Masonry (General)

For Council Acceptance Only
For Council Acceptance Only
Audrey Huisking Park
March 2022
Section 05 12 00: Structural and Miscellaneous Steel (General)

For Council Acceptance Only
For Council Acceptance Only
Audrey Huisking Park
March 2022
Section 09 91 00: Painting and Finishes (General)

For Council Acceptance Only
For Council Acceptance Only
Audrey Huisking Park
March 2022
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:

1. Engineered Wood Fiber
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Date
Section 12 93 00: Site Furnishing

2. Play Equipment and Zip-line submittals shall include color samples, manufacturer’s materials and parts list, and installation instructions.

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

4. Benches, tables, garbage cans, and drinking fountain.

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. Zip-Line shall be as shown on the Plans as distributed by (Eric Jones @ 916.584.0317), and as manufactured by (Landscape Structures), or accepted equal. Color as selected by the City.

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

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.

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March 2022
Section 12 93 00: Site Furnishing

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 Karl Maniglia @ 916.317.0545), and as manufactured by (Wabash Valley) or accepted equal. 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 (Karl Maniglia @ 916.317.0545), and as manufactured by (Wabash Valley) or accepted equal. 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. Install with a sand strainer when sand amenities are included in the park design.

G. 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.

H. Age-Appropriate Signage shall contain the following language:
“This play area has been designed for the use of children aged (fill in the appropriate age range) years of age.”
I. Park Namesake Plaque shall be a 24” by 18” digital high pressure laminate graphic panel fabricated or accepted equal. Plaque shall be mounted on a SlimLine single pedestal sign system or accepted equal. Manufacturer for the plaque and sign system (model # 2418 SL-SLP-AL) is KVO Industries (Chris Howell, (707) 573-6868). Installation location shall be verified in the field with the Project Manager.

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

K. Trash Receptacle shall be 32 gallon receptacle with liner, dome top (model # TG3D33S) as fabricated by Wabash Valley, (260) 352-2102, or accepted equal.

For Council Acceptance Only
W-50D Park
Date
Section 12 93 00: Site Furnishing

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 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 park namesake plaque. Installation location shall be verified in the field with the Project Manager.

J. Install age-appropriate stickers on all play structures.

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

For Council Acceptance Only
Audrey Huisking Park
March 2022
Section 12 93 00: Site Furnishing

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. Submit maintenance manual for poured-in-place resilient surfacing.

F. 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.

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

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

For

END OF SECTION
Council Acceptance Only
For Council Acceptance Only
Project
Date
Section 26 00 00: Site Electrical

SECTION 26 00 00

SITE ELECTRICAL
(This Section is only partially complete. Consultant shall provide all applicable 260000 series Sections specific to the project scope.)
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 For Council Acceptance Only
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Section 26 00 00: Site Electrical

City on reproducible plan sheets and shall depict all changes in a neat and legible manner.

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.

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Section 26 00 00: Site Electrical

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, 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.

For Council Acceptance Only
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Section 26 00 00: Site Electrical

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.

2.10 Fixtures and Poles
A. Parking Lot lights shall be:

B. 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
C. 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 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.

For Council Acceptance Only
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Section 26 00 00: Site Electrical

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
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 rebars at 12" on center each way. Rebars 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.

For Council Acceptance Only
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Section 26 00 00: Site Electrical

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
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.

3.07 Consultant to complete.

END OF SECTION
For Council Acceptance Only
For Council Acceptance Only
Audrey Huisking Park
March 2022
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 Acceptance Only
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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 - EXECUTION

3.01 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.

3.02 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.

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March 2022
Section 31 10 00: Clearing and Grubbing

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

3.03 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.

3.04 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.

3.05 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 Acceptance Only
For Council Acceptance Only
Audrey Huisking Park
March 2022
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 (fill project) (requires import of material. 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 Acceptance Only
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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 Acceptance Only
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March 2022
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.

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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.

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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.

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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.

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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 Acceptance Only
For Council Acceptance Only
Audrey Huisking Park
March 2022
Section 32 12 16: Asphalt Concrete Paving

For Council Acceptance Only
For Council Acceptance Only
Audrey Huisking Park
March 2022
Section 32 15 40: Decomposed Granite Paving

For Council Acceptance Only
For Council Acceptance Only
Audrey Huisking Park
March 2022
Section 32 31 13: Chain Link Fencing

For Council Acceptance Only
For Council Acceptance Only
Audrey Huisking Park
March 2022
Section 32 32 19: Modular Concrete Retaining Walls

For Council Acceptance Only
For Council Acceptance Only
Audrey Huisking Park
March 2022
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 Acceptance Only
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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)

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.

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.

For Council Acceptance Only
Audrey Huisking Park
March 2022
Section 32 84 00: Irrigation System

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 Filter (Recycled Water Only)
A. Amiad Filtration Systems, Manual Steel Filter, Red 130 micron filter element, match line size of recycled water meter, down to 2” minimum.

1. For 2” filters, use disc type element. For 3” and above, use mesh screen filter element.

2.05 Flow Sensor and Master Valve
A. Calsense Controllers:

1. Flow sensor shall be a Calsense Flow Meter (FM-B) featuring a proprietary, non-magnetic sensing mechanism and a six-bladed design. Flow sensor shall be accurate to +/- 1% of full scale. Flow sensor body shall be constructed of bronze. Applications with high and low flows requiring a bypass manifold flow meter shall instead utilize Flomec QS200 Ultrasonic Flow Sensor.

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 For Council Acceptance Only
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Section 32 84 00: Irrigation System

green in turf areas, tan in natural planter areas, and purple for recycled water applications.

2.06 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.

2.07 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 connections on mainlines two and one half inches (2-1/2”) or smaller, use glued schedule 40 fittings.

B. Fittings for Solvent Weld Pipe:

1. Schedule 40 for 2 ½” pipes or smaller and Schedule 80 for 3” pipe and larger polyvinyl chloride (PVC), standard weight, conforming to ASTM D2466-73.

Use Schedule 80 for all recycled water systems.

2. Weld-on #P-70 primer and Weld-on #711 gray glue or accepted equal.

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Section 32 84 00: Irrigation System

3. Teflon tape for all threaded PVC fittings.

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.

2.08 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.

2.09 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 saddle tap to POC 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.

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.

2.10 Root Watering System
A. Provide pre-manufactured root watering system.

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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

5. Filter fabric sleeve

2.11 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.

2.12 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.

2.13 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 for recycled.

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.

2.14 Manual Valves
A. For pipe four inches (4”) and larger gate valves shall be:

1. located where shown on the Plans,
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March 2022
Section 32 84 00: Irrigation System

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:

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.

2.15 Automatic Irrigation Controller
A. Automatic controllers shall be Calsense CS3000 or accepted equal. Each controller shall include:

1. CS3-LR – Calsense Local Radio,

2. FM-B – Flow Meter (Brass),

3. CS3-SS1 or CS3-SS1-D – Stainless Steel Enclosure with:
a) CS3000 Transient Protection
b) TP-110 – AC Line Protection,
c) LR-STUBBY – Antennae w/2ft cable
d) On/Off Switch
e) GFI electrical outlet inside enclosure.

When multiple controllers are used, include:

1. CS3-FL – Flowsense software (for multiple controllers sharing POC and/or communications)

2. CS3-MSSE-KIT or CS3-SR-KIT – Hardwire or SR radio,
When multiple flow sensors are used, include:

6. CS3-2WIRE-OPT & CS-2W-POC (one per POC) – Additional Flow Meter interface.

B. Communication wire between controllers shall be Paige Cable P7171D or accepted equal.

For Council Acceptance Only
W-50D Park
Date
Section 32 84 00: Irrigation System

2.16 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).

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

2.17 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.

2.18 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.

For Council Acceptance Only
Audrey Huisking Park
March 2022
Section 32 84 00: Irrigation System

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 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 For Council Acceptance Only
W-50D Park
Date
Section 32 84 00: Irrigation System

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.

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 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 Acceptance Only
Audrey Huisking Park
March 2022
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.

3.09 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.

3.10 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.

G.

For Council Acceptance Only
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Date
Section 32 84 00: Irrigation System

3.11 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.

3.12 Automatic Controller
A. Install per local codes and manufacturer’s instructions within the specified enclosure.

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.

3.13 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.

For Council Acceptance Only
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March 2022
Section 32 84 00: Irrigation System

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.

3.14 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.

3.15 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.

3.16 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.

3.17 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.

For Council Acceptance Only
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Date
Section 32 84 00: Irrigation System

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.

3.18 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 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.

3.19 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.

For Council Acceptance Only
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March 2022
Section 32 84 00: Irrigation System

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.

3.20 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.

For Council Acceptance Only
W-50D Park
Date
Section 32 84 00: Irrigation System

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.

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 Acceptance Only
Audrey Huisking Park
March 2022
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 Acceptance Only
W-50D Park
Date
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. Sod-grown turf,

3. Soils test with soil amendment recommendations.

4. 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.

1.07 Product Delivery, Handling and Storage
A. All materials shall be delivered bearing nursery label with botanical, common names, including cultivars.

For Council Acceptance Only
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March 2022
Section 32 90 00: Planting

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 furnished for convenience only. Verify all quantities prior to ordering plant material.

For Council Acceptance Only
W-50D Park
Date
Section 32 90 00: Planting

2.02 Turf
A. Turf shall be sod.

B. 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.

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.

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 should be cut in length out of flat woven polypropylene material, 3/4 inch wide, and 900 lb. break strength. Color to be Green. Product to be ArborTie manufactured by Deep Root Partners, L.P. or approved equal.

D. Tree guying to be flat woven polypropylene material, 3/4 inch wide, and 900 lb. break strength. Color to be Green. Product to be ArborTie manufactured by Deep Root Partners, L.P. or approved equal.

2.08 Native Broadcast Seed
A. Where required, broadcast seed shall be applied as follows:

For Council Acceptance Only
Audrey Huisking Park
March 2022
Section 32 90 00: Planting

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
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 For Council Acceptance Only
W-50D Park
Date
Section 32 90 00: Planting

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 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 For Council Acceptance Only
Audrey Huisking Park
March 2022
Section 32 90 00: Planting

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 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.

For Council Acceptance Only
W-50D Park
Date
Section 32 90 00: Planting

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 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.

3.07 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.

3.08 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 Acceptance Only
Audrey Huisking Park
March 2022
Section 32 90 00: Planting

3.09 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.

3.10 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.

3.11 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 Acceptance Only
W-50D Park
Date
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.

3.12 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 Acceptance Only
Audrey Huisking Park
March 2022
Section 32 90 00: Planting

END OF SECTION
For Council Acceptance Only
For Council Acceptance Only
Audrey Huisking Park
March 2022
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 entirely, 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 Acceptance Only
W-50D Park
Date
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 Acceptance Only
Audrey Huisking Park
March 2022
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 MiraDRAIN 5000, 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 Acceptance Only
W-50D Park
Date
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 Acceptance Only
Audrey Huisking Park
March 2022
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.

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.

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 Acceptance Only
DRAW
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

DRAWINGS
Project: AUDREY HUISKING (W-50D) PARK PROJECT
For Council Acceptance Only
AB 626 - 1
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 Acceptance Only
AB 626 - 2
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 Acceptance Only
AB 626 - 3
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] (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 Acceptance Only
AB 626 - 4
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 Acceptance Only
AB 626 - 5
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 Acceptance Only
1 CV-1.0

AS SHOWN
AM

COVER SHEET
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT
1 2
3 4
5 JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀ FLLANDGROUP.COM
CRV: 21026
AUDREY

HUISKING
PARK
6485 GARLAND WAY
ROSEVILLE, CA 95747

CITY OF ROSEVILLE
25 CITY OF ROSEVILLE APPROVAL
R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/22
Signature Renewal Date Date 3.04.2022
CWJ# - 190832
EN# - 22-0005
BD# - 21-8480
W50D
PARK

AUDREY HUISKING PARK

SHEET INDEX
NOTE:

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL MATERIALS AND WORK AS DETAILED IN THE CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS - JULY 2021 AND THE CITY OF ROSEVILLE DESIGN & CONSTRUCTION STANDARDS - JANUARY 2013 WITH 2021 AMENDMENTS.

CONTRACTOR SHALL PROVIDE SUBMITTALS BASED ON THE PROVIDED DRAWINGS AND ALL REQUIREMENTS IN THE ABOVE MENTIONED GUIDELINES.

CITY OF ROSEVILLE GENERAL NOTES:

CV-1.0 COVER SHEET 1
CV-2.0 CAL GREEN DOCUMENTATION 2
SA-1.0 SITE ACCESSIBILITY PLAN 3
SW-1.0 SCOPE OF WORK PLAN 4
LC-1.0 LANDSCAPE CONSTRUCTION PLAN & KEYNOTES 5
LC-2.0 LANDSCAPE CONSTRUCTION DETAILS 6
LC-3.0 EROSION & SEDIMENT CONTROL PLAN & LEGEND 7
LC-3.1 EROSION & SEDIMENT CONTROL DETAILS 8
C1.0 GRADING & DRAINAGE PLAN 9
C1.1 GRADING & DRAINAGE DETAILS 10
C1.2 GRADING & DRAINAGE DETAILS 11
C2.0 WATER & SEWER PLAN 12
LL-1.0 LANDSCAPE LAYOUT PLAN & NOTES 13
LI-1.0 LANDSCAPE IRRIGATION PLAN & LEGEND 14
LI-1.2 LANDSCAPE IRRIGATION PLAN - MAINLINE LAYOUT 15
LI-2.0 LANDSCAPE IRRIGATION NOTES 16
LI-2.1 MWELO DOCUMENTATION 17
LI-3.0 LANDSCAPE IRRIGATION DETAILS 18
LP-1.0 LANDSCAPE PLANTING PLAN & LEGEND 19
LP-2.0 LANDSCAPE PLANTING NOTES & DETAILS 20
E-1 ELECTRICAL COVER SHEET 21
E-2 ELECTRICAL ONE-LINE DIAGRAM 22
E-3 ELECTRICAL DETAILS 23
E-4 ELECTRICAL TITLE 24 EXTERIOR 24
E-5 ELECTRICAL SITE PLAN 25
TOTAL SHEETS 25
ALL WORK SHALL CONFORM TO THE FOLLOWING MODEL CODES:
2019 CALIFORNIA BUILDING CODE WITH CITY OF ROSEVILLE AMENDMENTS (CBC) , 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC),
2019 CALIFORNIA MECHANICAL CODE (CMC),
2019 CALIFORNIA PLUMBING CODE (CPC),
2019 CALIFORNIA ELECTRICAL CODE WITH CITY AMENDMENTS (CEC), 2019 CALIFORNIA ENERGY CODE (CEC PART 6),
2019 CALIFORNIA FIRE CODE WITH CITY OF ROSEVILLE AMENDMENTS (RFC).

SITE MAP

1. PRIOR TO COMBUSTIBLE MATERIALS BEING BROUGHT

TO THE SITE, FIRE APPARATUS ACCESS ROADS SHALL
BE PROVIDED TO WITHIN 150 FEET OF ALL PORTIONS

OF THE EXTERIOR WALLS OF THE FIRST STORY OF ANY
STRUCTURES AND COMBUSTIBLE STORAGE PILES. FIRE

APPARATUS ACCESS ROADS SHALL BE FULLY PAVED

AND SHALL BE DESIGNED TO SUPPORT THE IMPOSED
WEIGHT OF A FIRE APPARATUS (34 TONS GVW).

ACCESS ROADS SHALL BE PROVIDED WITH A MINIMUM
20-FOOT ROADWAY WIDTH AND 13 FOOT 6-INCH
VERTICAL CLEARANCE.

2. CONSTRUCT/ON MATERIAL AND VEHICLES SHALL NOT

OBSTRUCT FIRE APPARATUS ACCESS TO FIRE
APPARATUS ROADS, FIRE HYDRANTS OR THE BUILDING.

3. TEMPORARY ABOVE GROUND FUEL STORAGE TANKS

MAY BE USED ON CONSTRUCT/ON SITES FOR DIESEL
FUEL ONLY AND SHALL NOT EXCEED 1, 000-GALLON
LIQUID CAPACITY. SUCH INSTALLATIONS SHALL

COMPLY WITH ALL APPLICABLE PROVISIONS OF THE
CITY FIRE CODE. A FIRE DEPARTMENT PERMIT SHALL

BE OBTAINED PRIOR TO THE PLACEMENT OF SUCH
TANKS ON THE SITE.

4. THE STREET ADDRESS OF THE CONSTRUCTION SITE

SHALL BE CLEARLY IDENTIFIED AT ALL ENTRANCES
INTO THE PROJECT. SUCH NUMBERS SHALL BE

CLEARLY VISIBLE FROM THE STREET FRONTING THE

PROPERTY AND SHALL CONTRAST IN COLOR WITH
THEIR BACKGROUND (MINIMUM 6-INCH LETTERING).

CITY OF ROSEVILLE FIRE DEPARTMENT GENERAL NOTES:

MODEL CODES

STATE WATER RESOURCES CONTROL
BOARD W.D.I.D. IDENTIFICATION NO.:
546742

HOURS OF CONSTRUCTION

IN ACCORDANCE WITH THE CITY'S NOISE ORDINANCE, THE

HOURS OF PROJECT CONSTRUCTION SHALL BE LIMITED TO THE
FOLLOWING:
7:00 A.M. TO 7:00 P.M. (MONDAY THRU FRIDAY)
8:00 A.M. TO 8:00 P.M. (SATURDAY , SUNDAY & HOLIDAYS)

VICINITY MAP
N.T.S.

UTILITY REPRESENTATIVES

UTILITY COMPANY CONTACT PHONE
U.S.A. - - 1.800.642.2444
GAS PG&E JEANETTE JOHNSON 530.883.3147
ELECTRICITY ROSEVILLE ELECTRIC KEITH LITTS 916.580.9405 TELEPHONE ROSEVILLE TELEPHONE GEORGE DEMPSEY 916.786.4351 WATER CITY OF ROSEVILLE SEAN BIGLEY 916.774.5750

SEWER CITY OF ROSEVILLE

ENVIRONMENTAL

UTILITIES
916.774.5750

DRAINAGE DEVELOPMENT SERVICES

ENGINEERING
ENGINEERING 916.774.5339
T.V. CABLE COMCAST KATHY DEAN 916.786.8443
PREPARED FOR:

TARA GEE

CITY OF ROSEVILLE

PARKS, RECREATION & LIBRARIES DEPARTMENT
316 VERNON STREET, SUITE 400
ROSEVILLE, CA 95678
916.774.5253
MT. EVANS WAY
FOR BUILDING DEPARTMENT REVIEW:

SITE ACCESSIBILITY: SA-1.0
DRINKING FOUNTAIN LOCATION: LC-1.0
ELECTRICAL: E-1, E-2, E-3, E-4, E-5 & E-6

CITY OF ROSEVILLE DEVELOPMENT SERVICES DEPARTMENT

CITY ENGINEER DATE
N.T.S.

REF: CFC APPENDIX CHAPTER 1 SECTION 105.4.2 & SECTION 105.4.7 AS AMENDED BY CITY OF ROSEVILLE.

5. FIRE SAFETY DURING CONSTRUCT/ON. CHAPTER 33 OF

THE CALIFORNIA FIRE CODE REQUIRES CERTAIN

SAFETY PROCEDURES TO BE FOLLOWED DURING NEW
CONSTRUCT/ON AND REMODELS. THIS ARTICLE
CONCERNS FIRE SAFETY IN THE FOLLOWING AREAS:

ACCESS, WATER SUPPLY, EXTINGUISHERS,

STANDPIPES, DEBRIS, MOTORIZED EQUIPMENT,

HEATING DEVICES, SMOKING, CUTTING AND WELDING,

FLAME PRODUCING EQUIPMENT, FLAMMABLE LIQUIDS,

ASPHALT AND TAR KETTLES, TEMPORARY WIRING,

EMERGENCY TELEPHONE MODIFICATION OF EXISTING

SYSTEMS, EXITS, BURNING OF ANY MATERIAL, AND FIRE
WATCH. IT IS YOUR RESPONSIBILITY TO BECOME

FAMILIAR WITH THESE REQUIREMENTS AND SEE THAT
ALL PERSONS ON THE JOB SITE COMPLY.

6. THE BURNING OF COMBUSTIBLE CONSTRUCTION
MATERIAL AND TRASH IS PROHIBITED.

7. A MINIMUM 3-FOOT CLEAR SPACE SHALL BE PROVIDED

AND MAINTAINED AROUND FIRE PROTECTION
EQUIPMENT.

8. AT ALL FIRE HYDRANT LOCATIONS, A BLUE REFLECTIVE

PAVEMENT MARKER SHALL BE INSTALLED ONE FOOT

OFF PAVED CENTERLINE OR MEDIAN ON THE HYDRANT
SIDE OF THE ROADWAY.

9. IF SITE SURVEY OR EARTH MOVING WORK RESULTS IN

THE DISCOVERY OF HAZARDOUS MATERIALS IN

CONTAINERS, OR WHAT APPEARS TO BE HAZARDOUS

WASTES RELEASED INTO THE GROUND, THE

CONTRACTOR OR APPLICANT SHALL IMMEDIATELY

REPORT THE FINDING TO THE ROSEVILLE FIRE
DEPARTMENT VIA PHONE AT (916) 774-5800. ALL

SUSPECTED AREAS SHALL BE MARKED OFF WITH

APPROVED SIGNAGE OR CAUTION TAPE UNTIL SUCH

TIME THAT A REPRESENTATIVE FROM THE FIRE

DEPARTMENT DETERMINES WHETHER THE RELEASE IS

REPORTABLE OR NOT AND IF SITE REMEDIATION IS
REQUIRED.

10. THE REQUIRED MINIMUM FIRE FLOW FOR THE
PROTECTION OF THE PROPOSED PROJECT IS 1,500
GALLONS PER MINUTE WITH 20 POUNDS PER SQUARE

INCH RESIDUAL WATER PRESSURE REMAINING IN THE
SYSTEM.

11. FIRE HYDRANTS SHALL BE INSTALLED AND IN SERVICE

CAPABLE OF PROVIDING THE REQUIRED FIRE FLOW

PRIOR TO ANY COMBUSTIBLE CONSTRUCT/ON OR
ON-SITE STORAGE OF COMBUSTIBLE MATERIALS.

12. ALL FIRE HYDRANTS SHALL BE "BAGGED" OR
OUT-OF-SERVICE UNTIL THE ABOVE FOUR (4)
INSPECTIONS ARE COMPLETED.

13. WATER SUPPLY CONTROL VALVES SHALL NOT BE

CLOSED BY THE CONTRACTOR UPON ACCEPTANCE OF

THE FIRE-FLOW TEST BY THE FIRE DEPARTMENT,

UNLESS ENVIRONMENTAL UTILITIES AND THE FIRE

DEPARTMENT ARE CONTACTED AND ADVISED OF THE
CLOSURE.

14. TESTING OF ALL FIRE SYSTEMS SHALL BE PERFORMED

PRIOR TO THE SALES OFFICE CAN BE OPENED FOR
BUSINESS.

15. FRAMING CONSTRUCTION CANNOT COMMERCE UNTIL

ACCESS ROADS AND PUBLIC FIRE HYDRANTS ARE
APPROVED BY THE FIRE DEPARTMENT.

16. IF THIS PROJECT WILL BE PHASED, THE FIRE

DEPARTMENT REQUIREMENTS FOR ACCESS AND

CIRCULATION THROUGHOUT SHALL BE APPROVED BY
THE CITY FOR SUCH PROPOSAL. ACCESS ROAD SHALL

COMPLY IN ACCORDANCE WITH THE CALIFORNIA FIRE
CODE AND THE CITY OF ROSEVILLE'S AMENDMENTS. A

SEPARATE PHASING PLAN SHALL BE REVIEWED AND
APPROVED BY THIS DEPARTMENT.

GARLAND WAY

MEEKER WAY
McCOVEY WAY

ROYAL GORGE WAY

CAMPANELLA WAY
W50D
PARK
APN 495-020-026-000

CONSULTANTS/SUB-CONSULTANTS
CIVIL ENGINEERING: TSD ENGINEERING

DANA MOORE
916.608.0707 x104
ELECTRICAL ENGINEERING: STANTON ENGINEERING

JOHN LISINSKI
916.288.6250
BENCKMARK DESCRIPTION: 3 1
4 " BRASS DISC STAMPED 2018
PLS 8278, LOCATED ON THE NORTHWEST ANGLE POINT OF THE
HEADWALL FOR THE STORM DRAIN OUTFALL BEING APPROX.
175 FEET SOUTHWEST OF THE WESTERLY ELBOW
INTERSECTION OF FORT COLLINS WAY.

BENCHMARK
CITY B.M. 130 (Roseville)
ELEV. 89.45 (NAVD 88)
MAIN ST.

BLUE OAKS BLVD. FIDDYMENT BLVD. WESTBROOK BLVD.

SUNSET
BLVD.

HWY 65 SUNSET BLVD.

WASHINGTON
BLVD.

DOUGLAS
BLVD.

PLEASANT GROVE BLVD.

I-80

1. THE CONTRACTOR SHALL NOT BEGIN ANY WORK SHOWN

ON THESE PLANS UNTIL THE CITY PLANNERS' SIGNATURE

OF APPROVAL IS AFFIXED HEREON AND ALL APPLICABLE
PERMITS HAVE BEEN OBTAINED.

2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.

THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND
NOT BE LIMITED TO NORMAL WORKING HOURS. THE

CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE

CITY, OWNER, ENGINEER, AND LANDSCAPE ARCHITECT

HARMLESS FROM ANY AND ALL LIABILITY, REAL OR

ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF

WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING

FROM SOLE NEGLIGENCE OF THE CITY, OWNER,
ENGINEER, OR LANDSCAPE ARCHITECT.

3. THE CONTRACTOR IS HEREBY NOTIFIED THAT PRIOR TO

COMMENCING CONSTRUCTION, HE SHALL CONTACT ALL

UTILITY COMPANIES FOR VERIFICATION OF THE

CONSTRUCTION SITE OF THE LOCATIONS OF ALL

UNDERGROUND FACILITIES WHERE SUCH FACILITIES MAY

CONFLICT WITH PLACEMENT OF IMPROVEMENTS SHOWN
ON THE PLAN. CALL UNDERGROUND SERVICE ALERT AT
800-642-2444 PRIOR TO ANY EXCAVATION.

4. EACH PHASE OF THE PROJECT MUST BE CALLED TO
U.S.A. AND CONTINUING EXCAVATION REPORTED EVERY
14 CALENDAR DAYS, AS THE MARKINGS ARE NOT
PERMANENT AND WILL FADE OUT. IF THE U.S.A.

NOTIFICATIONS ARE NOT KEPT UP TO DATE, THE

EXCAVATION MAY BE STOPPED AND A NEW TWO

WORKING DAYS NOTICE WILL BE REQUIRED BEFORE
CONTINUING THE EXCAVATION.

5. UNLESS OTHERWISE NOTED ON THE DRAWINGS,

SPECIFICATIONS OR SPECIFIED IN THE SPECIAL

PROVISIONS, THE CONTRACTOR SHALL MAINTAIN IN

SERVICE ALL DRAINAGE, WATER, SEWER AND GAS LINES,

INCLUDING HOUSE SERVICES, POWER, LIGHTING,
TELEPHONE AND CABLE T.V. CONDUITS. CONTRACTOR

MAY, AT HIS/HER COST, ARRANGE FOR DISCONNECTION
OF HOUSE SERVICES OR OTHER FACILITIES.

6. CONTRACTOR WILL BE RESPONSIBLE FOR PROTECTING

ALL EXISTING UTILITIES ON ALL PROJECTS BEING

CONSTRUCTED INSIDE OR OUTSIDE OF PUBLIC
RIGHTS-OF-WAY. THE UTILITY OWNER MAY ELECT TO

PROVIDE THE NECESSARY PROTECTIVE MEASURES

THEMSELVES AND BILL THE CONTRACTOR FOR THIS
COST. EXISTING UTILITIES WILL FURTHER TRAFFIC

CONTROL DEVICES, CONDUITS, STREET LIGHTS, AND ANY
RELATED APPURTENANCES.

7. VERIFY ALL DIMENSIONS, DISTANCES AND GRADES IN

THE FIELD AND BRING ANY DISCREPANCIES TO THE

ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR
TO COMMENCING WITH THE WORK.

8. PROVIDE ALL CLEARING, DEMOLITION, REMOVAL, AND

SITE PREPARATION NECESSARY FOR THE PROPER

EXECUTION OF ALL WORK SHOWN ON THESE
DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS.

9. THE CONTRACTOR WILL BE HELD TO HAVE EXAMINED

THE SITE AND TO HAVE COMPARED IT WITH THE

DRAWINGS AND SPECIFICATIONS, TO HAVE

CAREFULLY EXAMINED ALL THE CONTRACTOR

DOCUMENTS, AND IS TO HAVE SATISFIED

THEMSELVES AS TO THE CONDITIONS UNDER WHICH

THE WORK IS TO BE PERFORMED BEFORE ENTERING
INTO THIS CONTRACT. NO ALLOWANCE SHALL

SUBSEQUENTLY BE MADE ON BEHALF OF THE

CONTRACTOR ON ACCOUNT OF AN ERROR ON

HIS/HER PART OR HIS/HER NEGLIGENCE OR FAILURE

TO ACQUAINT THEMSELVES WITH THE CONDITIONS

OF THE SITE OR THE STREETS OR ROADS
APPROACHING THE SAME.

10. CONTRACTOR WILL ARRANGE FOR AND PAY ALL

NECESSARY PERMITS FOR THE WORK SHOWN ON

THESE PLANS AND INDICATED IN THE
SPECIFICATIONS.

11. CONTRACTOR WILL PROVIDE POSITIVE DRAINAGE IN
ALL AREAS, MIN. 2% IN PLANTING AREAS).

CONTRACTOR SHALL BRING ANY DISCREPANCIES TO

THE ATTENTION OF THE LANDSCAPE ARCHITECT
PRIOR TO COMMENCING WITH ANY FURTHER WORK.

12. CONTRACTOR WILL REMOVE FROM THE SITE ALL

DEBRIS AND UNSUITABLE MATERIAL GENERATED
DURING AND BY THEIR OPERATIONS.

13. CONTRACTOR SHALL PROTECT EXISTING DRAINAGE

PATTERNS UNLESS OTHERWISE NOTED ON THE
DRAWINGS.

14. ALL WRITTEN DIMENSIONS WILL SUPERSEDE SCALED
DISTANCES. DIMENSIONS ARE FROM FACE OF

BUILDINGS, CURBS, WALLS, PROPERTY LINES OR AS
NOTED ON THE DRAWINGS.

15. CONTRACTOR WILL VERIFY LOCATION OF ALL

EXISTING UTILITIES BEFORE COMMENCING WITH
WORK. ANY DISRUPTION OR DAMAGE TO UTILITIES

CAUSED BY WORK UNDER THIS CONTRACT WILL BE
CORRECTED BY THE CONTRACTOR.

16. TEMPORARY WATER AND ELECTRICAL SUPPLY WILL BE
MADE AVAILABLE ONSITE FROM THE OWNER.

CONTACT THE OWNER'S REPRESENTATIVES FOR
EXACT LOCATION.

17. CONTRACTOR WILL PROVIDE PORTABLE SANITARY
FACILITIES ADEQUATE FOR ALL WORKERS. FACILITIES

ARE SUBJECT TO APPROVAL BY THE HEALTH
DEPARTMENT.

18. THIS PROJECT MUST COMPLY WITH ALL
REQUIREMENTS OF LOCAL OR STATE (AB325)

REQUIREMENTS, WHICHEVER IS APPLICABLE FOR
WATER CONSERVATION OR LANDSCAPED AREAS.

19. ALL GROUND-MOUNTED MECHANICAL EQUIPMENT TO
BE SCREENED WITH LANDSCAPING. REFER TO
LANDSCAPE DRAWINGS FOR DETAILS.

20. REFER TO LANDSCAPE DRAWINGS FOR EXTERIOR

LIGHTING AT ENTRIES, RECREATION CENTER, TOT
LOT, AND OPEN SPACE AREAS. LIGHTING TO BE LOW
VOLTAGE.

21. THE PARKING LOT STRIPING AND SIGNING SHALL BE
MAINTAINED IN A VISIBLE AND LEGIBLE MANNER.

22. ALL COMPLEX SIGNAGE IS NOT A PART OF THIS
SUBMITTAL. A SEPARATE SIGN PERMIT APPLICATION
SHALL SUBMITTED.

23. BUILDING PERMIT PLANS SHALL COMPLY WITH ALL

APPLICABLE CODE REQUIREMENTS (UNIFORM

BUILDING CODE - UBC, UNIFORM MECHANICAL CODE -

UMC, UNIFORM PLUMBING CODE - UPC, AND

NATIONAL ELECTRICAL CODE - NEC), CALIFORNIA
TITLE 24 AND THE AMERICANS WITH DISABILITIES ACT
- ADA REQUIREMENTS, THE ROSEVILLE BUILDING

SECURITY ORDINANCE, AND ALL STATE AND

FEDERALLY MANDATED REQUIREMENTS IN EFFECT AT
THE TIME OF SUBMITTAL FOR BUILDING PERMITS.
(CONTACT THE BUILDING DEPARTMENT FOR
APPLICABLE CODE EDITIONS).

24. PROVIDE A MINIMAL CLEARANCE OF 3' AROUND ALL

FIRE HYDRANTS, FIRE SPRINKLER CONNECTIONS AND
VALVES.

For Council Acceptance Only
2 CV-2.0

AS SHOWN
AM

CAL GREEN

DOCUMENTATION
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT 12345
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀ FLLANDGROUP.COM
CRV: 21026
AUDREY

HUISKING
PARK
6485 GARLAND WAY
ROSEVILLE, CA 95747

CITY OF ROSEVILLE
25 CITY OF ROSEVILLE APPROVAL REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/22
Signature Renewal Date Date 3.04.2022
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A

USING DEDICATED

LANDSCAPE SERVICE

SHOWN ON PLANS

SITE LIGHTING PER

PARKS DEPARTMENT

STANDARDS

SEE GRADING PLANS
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
For Council Acceptance Only

PROPOSED ADA

PATH OF TRAVEL

PROPOSED ADA

PATH OF TRAVEL

ADA CLEAR

FLOOR SPACE

ADA CLEAR

FLOOR SPACE

ADA CLEAR

FLOOR SPACE

ADA CLEAR

FLOOR SPACE

ADA CLEAR
FLOOR SPACE 3
SA-1.0
1"=20'-0"
AM

SITE ACCESSIBILITY
PLAN
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT 12345
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀ FLLANDGROUP.COM
CRV: 21026
AUDREY

HUISKING
PARK
6485 GARLAND WAY
ROSEVILLE, CA 95747

CITY OF ROSEVILLE
25 CITY OF ROSEVILLE APPROVAL REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/22
Signature Renewal Date Date 3.04.2022
Know what'sbelow.

Call before you dig. R MEEKER WAY ROYAL GORGE WAY McCOVEY WAY CAMPANELLA WAY

MT EVANS WAY

GARLAND WAY
CITY OF ROSEVILLE ACCESSIBILITY NOTES:

1. ACCESSIBLE PATHS OF TRAVEL SHALL HAVE WALKING SURFACES NOT STEEPER THAN 1:20 AND THE CROSS SLOPES OF THESE SURFACES SHALL NOT EXCEED 1:48. REFERENCE CBC SEC. 11B-403.3.

2. SIDEWALKS SHALL BE A MINIMUM OF 48 INCHES WIDE.  REFERENCE CBC SEC. 11B-403.5.

For Council Acceptance Only
4 SW-1.0
1"=20'-0"
AM

SCOPE OF WORK
PLAN
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT 12345
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀ FLLANDGROUP.COM
CRV: 21026
AUDREY

HUISKING
PARK
6485 GARLAND WAY
ROSEVILLE, CA 95747

CITY OF ROSEVILLE
25 CITY OF ROSEVILLE APPROVAL REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/22
Signature Renewal Date Date 3.04.2022
Know what'sbelow.

Call before you dig. R
LEGEND:

CURRENT PHASE LIMIT OF WORK

PROPOSED TURF

PROPOSED SHRUB AND GROUNDCOVER

PROPOSED PLAY AREA FIBAR

PROPOSED CONCRETE

MEEKER WAY ROYAL GORGE WAY

CAMPANELLA WAY

MT EVANS WAY

GARLAND WAY
McCOVEY WAY
For Council Acceptance Only
1 - GENERAL

SYMBOL DESCRIPTION DETAIL
EXISTING CURB, GUTTER & RAMP TO REMAIN. -- EXISTING STREET LIGHTS. VERIFY IN FIELD. -- EXISTING 6" RECYCLED WATER SERVICE. VERIFY LOCATION IN FIELD. CONTRACTOR -- TO REMOVE EXISTING 2" BLOWOFF AND CONSTRUCT RW SERVICE PER RW-6.

EXISTING 1" DOMESTIC WATER STUB.VERIFY LOCATION IN FIELD. CONTRACTOR TO PROVIDE -- AND INSTALL WATER METER AND BACKFLOW DEVICE PER CITY STANDARD DETAIL W-6.

EXISTING 4" SEWER SERVICE. VERIFY LOCATION IN FIELD. CONTRACTOR TO PROVIDE AND -- INSTALL SEWER CLEANOUTS PER CITY STANDARD DETAIL SS-5.

EXISTING CABLE VAULT IN CONCRETE BOX TO BE SET LEVEL IN PROPOSED CONCRETE WALK. -- VERIFY IN FIELD. 2 - SITE

SYMBOL DESCRIPTION DETAIL
PROVIDE CONNECTION TO EXISTING 2" RECYCLED WATER SUPPLY LINE FOR IRRIGATION -- SYSTEM. SEE IRRIGATION SHEETS.

PROPOSED TURF AREA. SEE PLANTING PLANS. -- PROPOSED MOUNDED TURF AREA. SEE GRADING AND PLANTING PLANS. -- PROPOSED PLANTING AREA. SEE PLANTING PLANS. -- PROVIDE ENGINEERED WOOD FIBAR IN PLAY AREAS PER CITY OF ROSEVILLE PARKS -- CONSTRUCTION STANDARDS.

PROVIDE DRINKING FOUNTAIN WITH BOTTLE FILLER AND RECESSED HOSE BIBB PER CITY OF G/LC-2.0 ROSEVILLE PARKS CONSTRUCTION STANDARDS. SEE DETAIL.

MANUFACTURER: MOST DEPENDABLE FOUNTAINS
MODEL: 10145 SMFA (FRONT APPROACH)
COLOR: AS SELECTED BY CITY
WATER CONNECTION: PROVIDE NEW DOMESTIC WATER METER & BACKFLOW DEVICE AND PROVIDE 1" WATER LINE TO BOTTLE FILLER PER CITY STANDARD DETAIL W-6.

SEWER CONNECTION: PROVIDE 4" SDR35 SEWER LINE TO EXISTING TIE-IN. 135 LF DRAIN PIPE @ 5%.

SEWER AND WATER ARE TO MAINTAIN 10` MIN. SEPARATION. CLEANOUTS ARE REQUIRED ON EACH CHANGE IN DIRECTION OF SEWER PER CITY STANDARD DETAIL SS-5.

PROVIDE PARK SIGN PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS. E/LC-2.0 SEE DETAIL.

PROVIDE PARK NAMESAKE BIO SIGN PER CITY OF ROSEVILLE PARKS CONSTRUCTION -- STANDARDS. REFER TO SPECS FOR ADDITIONAL INFORMATION.

PROVIDE GARBAGE CANS PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS -- WITH SOLID DOME TOP. TYPICAL OF 3.

MANUFACTURER: WABASH VALLEY
MODEL: TG3D33S (URBANSCAPE 'FG' SERIES - SURFACE MOUNT) COLOR: AS SELECTED BY CITY
CONTACT: KARL MANIGLIA 916.317.0545
PROVIDE RECYCLED WATER SIGN PER CITY OF ROSEVILLE DESIGN AND CONSTRUCTION I/LC-2.0 STANDARDS. SEE DETAIL.
3 - CONCRETE

SYMBOL DESCRIPTION DETAIL
PROVIDE CONCRETE WALKS WITHIN CITY RIGHT OF WAY PER CITY OF ROSEVILLE DEPARTMENT -- OF PUBLIC WORKS STANDARD DETAIL ST-17.

PROVIDE CONCRETE WALKS WITHIN PARK INTERIOR PER THE CITY OF ROSEVILLE PARKS A & B/LC-2.0 CONSTRUCTION STANDARDS. SEE DETAILS.

PROVIDE CONCRETE PLAY AREA ACCESS WALK INTO PLAY AREAS PER CITY OF ROSEVILLE C/LC-2.0 PARKS CONSTRUCTION STANDARDS. SEE DETAIL.

PROVIDE CONCRETE PLAY AREA CURB PER CITY OF ROSEVILLE PARKS CONSTRUCTION D/LC-2.0 STANDARDS. SEE DETAIL.

S - SITE FURNISHINGS

SYMBOL DESCRIPTION DETAIL
PROVIDE 6` BENCH WITH SHELTER PER MANUFACTURER SPECIFICATIONS AND CITY OF F/LC-2.0 ROSEVILLE PARKS CONSTRUCTION STANDARDS. TYPICAL OF 8.

MANUFACTURER: WABASH VALLEY
MODEL: SH305P (SHADELAND SERIES - IN-GROUND MOUNT)
COLOR: AS SELECTED BY CITY
CONTACT: KARL MANIGLIA 916.317.0545
PROVIDE 6` RECTANGULAR PICNIC TABLE WITH SHELTER PER MANUFACTURER F/LC-2.0 SPECIFICATIONS AND CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS. TYPICAL OF 3.

MANUFACTURER: WABASH VALLEY
MODEL: SH105P (SHADELAND SERIES - IN-GROUND MOUNT)
COLOR: AS SELECTED BY CITY
CONTACT: KARL MANIGLIA 916.317.0545
PROVIDE 46" SQUARE PICNIC TABLE WITH SHELTER PER MANUFACTURER SPECIFICATIONS F/LC-2.0 AND CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS. TYPICAL OF (2) STANDARD TABLES (4-SEATS) & (2) ADA TABLES (3-SEATS). SEE DETAIL.

MANUFACTURER: WABASH VALLEY
MODEL: SH100P (SHADELAND SERIES - IN-GROUND MOUNT)
COLOR: AS SELECTED BY CITY
CONTACT: KARL MANIGLIA 916.317.0545
PROVIDE 2-12 PLAYGROUND ASSEMBLY PER MANUFACTURER`S SPECIFICATIONS. -- MANUFACTURER: LANDSCAPE STRUCTURES MODEL: CUSTOM
COLOR: AS SELCTED BY CITY
CONTACT: ERIC JONES @ ROSS RECREATION 916.584.0317
PROVIDE PLAYGROUND RULES SIGN PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS.

PROVIDE 34' ZIP LINE ASSEMBLY PER MANUFACTURER`S SPECIFICATIONS. -- MANUFACTURER: LANDSCAPE STRUCTURES MODEL: 194663
COLOR: AS SELCTED BY CITY
CONTACT: ERIC JONES @ ROSS RECREATION 916.584.0317
PROVIDE SECURITY LIGHT WITH RECEPTACLE PER CITY OF ROSEVILLE PARKS CONSTRUCTION H/LC-2.0 STANDARDS. TYPICAL OF 1. SEE ELECTRICAL SHEETS.
1-01
1-02
1-03
1-04
1-05
2-01
2-02
2-03
2-04
2-05
2-06
2-07
2-08
2-09
2-10
3-01
3-02
3-03
3-04
S-101
S-102
S-103
S-104
S-105
S-106

CONSTRUCTION KEYNOTES
1-06
ADA
SPACE

ADA SPACE

ADA SPACE

ADA SPACE

SEWER DRAIN LINE
CLEAN OUT. TYP.
1" BACKFLOW DEVICE
FOR DOMESTIC SERVICE.

DOMESTIC WATER LINE.
1-01
1-01
1-01 1-02
1-02
1-02
1-02
1-01
1-01
1-01
1-03
1-04
1-05
2-01
2-02
2-02
2-02
2-03
2-10
2-04
2-04
2-04
2-04
3-01
3-01
2-10
3-02
3-02
3-01
3-01
3-02
3-02
3-02
3-02
3-01
3-02
3-02
3-01
3-01
2-04
2-07
2-04
2-06
S-106
S-101
2-09
S-101
3-04
S-105
2-05
3-03
S-101
2-08
2-09
2-10
2-10
3-02
S-101
S-101

ADA SPACE
S-103
S-103
S-101
S-103
S-102
S-102
S-103

ADA SPACE
2-09
S-101
S-101
3-03
3-04
S-104
2-05
1-06
ADA SPACE 5
LC-1.0
1"=20'-0"
AM

LANDSCAPE

CONSTRUCTION

PLAN & KEYNOTES
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT 12345
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀ FLLANDGROUP.COM
CRV: 21026
AUDREY

HUISKING
PARK
6485 GARLAND WAY
ROSEVILLE, CA 95747

CITY OF ROSEVILLE
25 CITY OF ROSEVILLE APPROVAL REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/22
Signature Renewal Date Date 3.04.2022
Know what'sbelow.

Call before you dig. R MEEKER WAY ROYAL GORGE WAY CAMPANELLA WAY MT EVANS WAY GARLAND WAY McCOVEY WAY For Council Acceptance Only
6 LC-2.0

AS SHOWN
AM

LANDSCAPE

CONSTRUCTION

DETAILS
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT 12345
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀ FLLANDGROUP.COM
CRV: 21026
AUDREY

HUISKING
PARK
6485 GARLAND WAY
ROSEVILLE, CA 95747

CITY OF ROSEVILLE
25 CITY OF ROSEVILLE APPROVAL REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/22
Signature Renewal Date Date 3.04.2022

CONCRETE PAVING A
NOT TO SCALE CC-CI-ROS-PK-31

CONTROL JOINTS B
NOT TO SCALE CC-CI-ROS-PK-32
PLAY AREA ACCESS RAMP 'A' C NOT TO SCALE CC-CI-ROS-PK-34PLAY AREA CONCRETE CURB D NOT TO SCALE CC-CI-ROS-PK-36

PARK IDENTIFICATION SIGN E
NOT TO SCALE CC-CI-ROS-PK-28

PICNIC TABLE & BENCH INSTALLATION HEIGHTS
NOT TO SCALE CC-CI-ROS-PK-24 F
DRINKING FOUNTAIN G NOT TO SCALE CC-CI-ROS-PK-23SECURITY LIGHT H NOT TO SCALE CC-CI-ROS-PK-29

RECYCLED WATER SIGN

NOT TO SCALE I
CC-CI-ROS-RW-09
For Council Acceptance Only
7 LC-3.0
1"=20'-0"
AM

SEDIMENT &

EROSION CONTROL

PLAN & LEGEND
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT 12345
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀ FLLANDGROUP.COM
CRV: 21026
AUDREY

HUISKING
PARK
6485 GARLAND WAY
ROSEVILLE, CA 95747

CITY OF ROSEVILLE
25 CITY OF ROSEVILLE APPROVAL REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/22
Signature Renewal Date Date 3.04.2022
Know what'sbelow.

Call before you dig. R MEEKER WAY ROYAL GORGE WAY CAMPANELLA WAY MT EVANS WAY GARLAND WAY McCOVEY WAY CITY O ROSEIE EROSIONȡSEIENT CONTRO NOTES

1. THE STATE'S GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQD 99-080-DWQ) REQUIRES THE PREPARATION OF A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR SITES

WITH SOIL DISTURBANCES GREATER THAN OR EQUAL TO ONE ACRE, OR FROM SITES SMALLER THAN ONE ACRE IF

THE CONSTRUCTION ACTIVITY IS PART OF A LARGER PLAN OF DEVELOPMENT OR SALE THAT DISTURBS ONE ACRE OR MORE. CONSTRUCTION ACTIVITY SHALL NOT COMMENCE, NOR A PRE-CONSTRUCTION MEETING PERMITTED TO BE SCHEDULED, PRIOR TO THE SWPPP BEING ACCEPTED BY THE CITY. FOR MORE INFORMATION SEE; HTTP://WWW.ROSEVILLE.CA.US/EU/STORMWATER_MANAGEMENT

2. THE PROJECT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS INCORPORATED BY REFERENCE INTO THIS SET OF PLANS. THE SWPPP IS CONSIDERED A DYNAMIC DOCUMENT AND WILL CHANGE AS CONDITIONS WARRANT.

PERMANENT EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AS SHOWN ON THESE PLANS.

3. A COPY OF THE SWPPP SHALL BE KEPT AT THE PROJECT SITE AT ALL TIMES.

4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED AS SPECIFIED IN THE SWPPP AND/OR AS DIRECTED BY CITY INSPECTOR.

5. 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 15 AND APRIL 15 EXCEPT AS APPROVED BY THE DEPARTMENT OF FISH AND GAME.

6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH THE SWPPP.

7. THE CONTRACTOR SHALL ESTABLISH A SPECIFIC SITE WITHIN THE DEVELOPMENT FOR MAINTENANCE AND

STORAGE OF EQUIPMENT OR ANY OTHER ACTIVITY THAT MAY ADVERSELY CONTRIBUTE TO THE WATER QUALITY OF THE RUNOFF IN ACCORDANCE WITH THE SWPPP.

THESE DRAWINGS ARE NOT DESIGNED AS
SWPPP. PROPOSED IMPROVEMENTS ARE

INCLUDED AS A STARTING POINT - THIS IS A

DYNAMIC PLAN AND IS INTENDED TO BE

REVISED BASED ON BMP'S, WEATHER,
CONSTRUCTION SCHEDULE AND PROGRESS.

NOTE:

DIRECTION OF SURFACE WATER DRAINAGE
PROPOSED FIBER ROLL. SEE DETAIL.

PROPOSED AGGREGATE ROCK ACCESS DRIVE. SEE DETAIL.

PROPOSED GRAVEL BAGS AT ALL AREA DRAIN INLETS, TYP. SEE DETAIL.

A. PROVIDE ONSITE PORTABLE WASH STATION APPARATUS FOR CONCRETE WASHOUT WHICH MEETS CURRENT APPLICABLE STANDARDS.

PROPOSED GRAVEL BAGS AT ALL DRAIN STREET STORM DRAIN INLETS. SEE DETAIL.

DIRECTION OF PIPE DRAINAGE
S E
ENǿ

ENER NOTEǿ
For Council Acceptance Only
8 LC-3.1
1"=20'-0"
AM

SEDIMENT &

EROSION CONTROL

DETAILS
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT 12345
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀ FLLANDGROUP.COM
CRV: 21026
AUDREY

HUISKING
PARK
6485 GARLAND WAY
ROSEVILLE, CA 95747

CITY OF ROSEVILLE
25 CITY OF ROSEVILLE APPROVAL REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/22
Signature Renewal Date Date 3.04.2022

FIBER ROLLS INSTALLATION A
NOT TO SCALE PR-21026-05

INLET SEDIMENT CONTROL INSTALLATION B
NOT TO SCALE PR-21026-07
DRAIN INLET FILTER BAG INSTALLATION C NOT TO SCALE PR-21026-08STORM DRAIN INLET PROTECTION INSTALLATION D NOT TO SCALE PR-21026-11

STABILIZED CONSTRUCTION SITE ACCESS E
NOT TO SCALE PR-21026-09

CONCRETE WASHOUT INSTALLATION
NOT TO SCALE PR-21026-10 F
For Council Acceptance Only
1 2
3 4
5 • •
expect more.

TSD ENGINEERING, INC.
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707 Fax: (916) 608-0701
•

CITY GRADING NOTES DRAIN CONSTRUCTION NOTES

EARTHWORK QUANTITIES

GRADING
& DRAINAGE PLAN
C1.0
9 N
S
W E
scale: 1"=20'

GRADING NOTES
A
B
B
A

ROYAL GORGE WAY

CAMPANELLA WAY
McCOVEY WAY

MEEKER WAY

GARLAND WAY
MT. EVANS WAY
For Council Acceptance Only
1 2
3 4
5 • •
expect more.

TSD ENGINEERING, INC.
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707 Fax: (916) 608-0701
•

GRADING
& DRAINAGE DETAILS
C1.1
10 B PLAY AREA DRAIN
N
S
W E
scale: 1"=10'

A SITE GRADING DETAIL

C PERFORATED DRAIN PIPE
C
C
D
D
D
D
D
B
B
B
B
C
McCOVEY WAY

GARLAND WAY
MT. EVANS WAY
B
For Council Acceptance Only
1 2
3 4
5 • •
expect more.

TSD ENGINEERING, INC.
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707 Fax: (916) 608-0701
•

GRADING
& DRAINAGE DETAILS
C1.2
11 ·

D DRAINAGE INLET (DI)

APPROVED EQUAL
For Council Acceptance Only
R10'
R10'
R100'
R20'
6'
14'-6"
16'
16'
14'-6"
14'-6"
16'
R20'
R20'
R5'
R5'
R13'
R10'
R5'
R135'
6'
R5'
R5'
R5'
R10'
R20'
R135'
R20'
R10'
6' R5'
R5'
R13'
R100'
6'
R5'
R5' R13'
R10'
R20'
R20'
R10'
R5'
R5'
R5'
R144'
6'
R5'
R5'
R5'
6'
6'
R5' R13'
R5'
R144'
6'
R3' R10'
R10'
R10'
R5'
R5'
6'
5'
25'-8"
5'
25'-8"
6'
R25'
R25'
4'
4'
6'
R14'-6"
R3'
6'
37'
5'
R30'
R18'-6"
11'
4'
4'
5'
R14'-6"
6'
13 LL-1.0
1"=20'-0"
AM

LANDSCAPE
LAYOUT
PLAN
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT 12345
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀ FLLANDGROUP.COM
CRV: 21026
AUDREY

HUISKING
PARK
6485 GARLAND WAY
ROSEVILLE, CA 95747

CITY OF ROSEVILLE
25 CITY OF ROSEVILLE APPROVAL REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/22
Signature Renewal Date Date 3.04.2022
Know what'sbelow.

Call before you dig. R CONTRACTOR SHALL NOTIFY PROJECT

MANAGER WHEN FIELD STAKING IS PLANNED
TO OCCUR. LANDSCAPE ARCHITECT WILL

PROVIDE ELECTRONIC FILES TO STAKING
CONTRACTOR WHEN REQUESTED. SITE

COMPONENTS SHALL BE LOCATED AND
STAKED USING DIGITAL COORDINATES.

NOTE

1. ALL DIMENSIONS ARE TO FACE OF WALLS, STAIRS, CURB AND EDGE OF CONCRETE WALKS, UNLESS OTHERWISE NOTED ON PLANS. 2. EXPANSION JOINTS AND SCORE LINES SHALL BE PLACED AS SHOWN ON PLAN. DESIRED MODULE IS 5'X5'. BRING TO THE PROJECT MANAGER'S ATTENTION IF ANY DEVIATIONS OCCUR DURING LAYOUT.

3. NEW CONCRETE FLATWORK FINISH SURFACE SHALL MEET FLUSH WITH EXISTING CONCRETE FLATWORK.

4. CONSTRUCT ALL CURVILINEAR SITE ELEMENTS WITH SMOOTH, CONTINUOUS, UNBROKEN CURVES.

5. MAINTAIN EXISTING GRADE AT THE BASE OF ALL EXISTING TREES WITHIN THE TREE DRIP LINE.

6. REFER TO IRRIGATION PLANS FOR LOCATIONS OF SLEEVES PRIOR TO THE START OF CONSTRUCTION.

7. UTILITIES ARE SHOWN FOR REFERENCE ON THESE PLANS. VERIFY ALL LOCATIONS PRIOR TO CONSTRUCTION. BRING TO PROJECT MANAGER'S ATTENTION IF THERE ARE ANY DISCREPANCIES BETWEEN DOCUMENTS AND FIELD CONDITION.

GENERAL LAYOUT NOTES

MEEKER WAY ROYAL GORGE WAY

CAMPANELLA WAY

MT EVANS WAY

GARLAND WAY
McCOVEY WAY
For Council Acceptance Only
..
..

S
.

ROTOR HEADS IN TURF AREAS TO
BE INSTALLED 12" MINIMUM FROM

BACK OF WALK PER CITY
ORDINANCE REQUIREMENTS.

TYPICAL WHERE APPLICABLE.

SEE SHEET LI-1.1 FOR

MAINLINE LAYOUT

ROTOR HEADS IN TURF AREAS TO
BE INSTALLED 12" MINIMUM FROM

BACK OF WALK PER CITY
ORDINANCE REQUIREMENTS.

TYPICAL WHERE APPLICABLE.

SEE SHEET LI-1.1 FOR

MAINLINE LAYOUT

PROVIDE GATE VALVE ON WATER STUB PROVIDED
BY CIVIL ENGINEER. VERIFY LOCATION IN FIELD.

WATER SUPPLY LINE SIZE:

STATIC PSI:

WATER METER SIZE:

BACKFLOW DEVICE SIZE:

OPERATING PSI:

BOOSTER INCREASE PSI:

MAXIMUM FLOW DEMAND:

SITE ELEV DIFFERENCE:

POINT OF CONNECTION A
2'

25.0 GPM
NA
60 PSI
NA
1" - RECYCLED
65 PSI
1"

CONTRACTOR TO MOUNT CONTROLLER PER
MANUFACTURER'S SPECIFICATIONS. SEE

IRRIGATION LEGEND AND DETAILS FOR MOUNTING
TYPE AND ADDITIONAL INFORMATION.

CONTRACTOR TO COORDINATE LOCATION AND
ELECTRICAL SERVICE WITH OTHER TRADES.

CONTROLLER " " A
TESCO CONTROLS 100 AMP ELECTRIC SERVICE METER PANEL. SEE

ELECTRIC ENGINEERING PLANS AND JOINT TRENCH PLANS FOR
SERVICE LOCATION. PROVIDE PANEL PER ELECTRIC SERVICE PROVIDER.

ELECTRIC SERVICE SUPPLY FOR LANDSCAPE WORK
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ROTARY HEADS IN SHRUB AREAS
TO BE INSTALLED 12" MINIMUM

FROM BACK OF WALK PER CITY
ORDINANCE REQUIREMENTS.

TYPICAL WHERE APPLICABLE.

ROTARY HEADS IN SHRUB AREAS
TO BE INSTALLED 12" MINIMUM

FROM BACK OF WALK PER CITY
ORDINANCE REQUIREMENTS.

TYPICAL WHERE APPLICABLE.

SECURITY LIGHT
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R IN
S L
1" 7.62
A1
A1
S L
1" 9.52
A2
A2
TR M
1" 4.00
A3
A3
T H
1" 20.2
A4
A4
TR M
1" 10.0
A5
A5
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T H
1" 11.5
A6
A6
T H
1" 14.8
A7
A7
T H
1" 23.5
A8
A8
S L
1" 12.9
A9
A9
S L
1" 6.35
A10
A10
TR M
1" 10.0
A11
A11
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T H
1" 19.1
A13
A13
T H
1" 21.6
A14 A14
T H
1" 8.12
A15 A15
S L
1" 9.48
A16
A16
S L
1" 6.35
A17
A17
T H
1" 19.2
A18
A18
T H
1" 21.3
A19
A19
TR M
1" 7.00
A20
A20
S L
1" 19.1
A21
A21
T H
1" 24.4
A22
A22
T H
1" 24.1
A23
T H A23
1" 11.5
A24
A24
ǘ
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ǖȇ
TR M
1" 5.00
A12
A12
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 TESCO

IRRIGATION LEGEND

SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI
RAINBIRD: R-VAN14 RD-06-SAM-P45-NP
TURF ROTARY (8`-14` RADIUS & 45-270 AND 360 DEGREES) W/RD1800 TURF SPRAY BODY ON 6" POP-UP W/CHECK VALVE AND 45 PSI PRESSURE REGULATOR AND NON-POTABLE PURPLE CAP.
45 RAINBIRD: R-VAN18 RD-06-SAM-P45-NP
TURF ROTARY (13`-18` RADIUS & 45-270 AND 360 DEGREES) W/RD1800 TURF SPRAY BODY ON 6" POP-UP W/CHECK VALVE AND 45 PSI PRESSURE REGULATOR AND NON-POTABLE PURPLE CAP.
45 RAINBIRD: R-VAN24 RD-06-SAM-P45-NP
TURF ROTARY (17`-24` RADIUS & 45-270 AND 360 DEGREES) W/RD1800 TURF SPRAY BODY ON 6" POP-UP W/CHECK VALVE AND 45 PSI PRESSURE REGULATOR AND NON-POTABLE PURPLE CAP.
45 RAINBIRD: R-VAN-STRIP RD-12-SAM-P45-NP
SHRUB SIDE STRIP ROTARY (5' X 15`-LCS & RCS AND 5' X 30'-SST) W/RD1800 SHRUB SPRAY BODY ON 12" POP-UP W/CHECK VALVE AND 45 PSI PRESSURE REGULATOR AND NON-POTABLE PURPLE CAP.
45 RAINBIRD: R-VAN14 - RD-12-SAM-P45-NP
SHRUB ROTARY (8`-14` RADIUS & 45-270 AND 360 DEGREES) W/RD1800 SHRUB SPRAY BODY ON 12" POP-UP W/CHECK VALVE AND 45 PSI PRESSURE REGULATOR AND NON-POTABLE PURPLE CAP.
45 RAINBIRD: 5006-NP-PC, FC-MPR
TURF ROTOR, 6" POP-UP, PLASTIC RISER, MATCHED PRECIPITATION ROTOR (MPR NOZZLE). ARC AND RADIUS AS PER SYMBOL. 25 FT=RED, 30 FT=GREEN, 35FT=BEIGE. WITH NON-POTABLE PURPLE COVER.
45 RAINBIRD: 5006-NP-PC, FC-MPR
TURF ROTOR, 6" POP-UP, PLASTIC RISER, MATCHED PRECIPITATION ROTOR (MPR NOZZLE). ARC AND RADIUS AS PER SYMBOL. 25 FT=RED, 30 FT=GREEN, 35FT=BEIGE. WITH NON-POTABLE PURPLE COVER.
45 RAINBIRD: RWS-B-C-P-1401 & 1402
DEEP ROOT WATERING SYSTEM WITH CHECK VALVE AND PURPLE GRATE.

RAINBIRD BUBBLER OPTION 1401 & 1402. CONTRACTOR TO PLACE (2) BUBBLERS PER TREE AS SHOWN ON PLANS.
30 SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RECYCLED WATER METER - 1"
AMIAD
2" RECLAIMED INLINE WATER FILTER WITH RED 130 MICRON DISC FILTER ELEMENT PER CITY OF ROSEVILLE CONSTRUCTION STANDARDS. INSTALL PER MANUFACTURER SPECIFICATIONS.

BUCKNER SUPERIOR: 3300-RW
1-1/2" BRASS, NORMALLY OPEN MASTER VALVE WITH PURPLE CROSS HANDLE FOR RECLAIMED WATER USE.

CALSENSE: FM-1B
1" BRONZE FLOW METER PER CITY OF ROSEVILLE CONSTRUCTION STANDARDS.

INSTALL PER MANUFACTURER SPECIFICATIONS.

NIBCO: T-113
CLASS 125 BRONZE, THREADED GATE VALVE WITH WHEEL HANDLE (LINE SIZE 2-1/2" AND SMALLER). PROVIDE IN VALVE BOX PER DETAIL.

CALSENSE: CS3-24-S1/CS3-GR/CELLULAR/FM-1B
24-STATION AUTOMATIC CONTROLLER WITH CELLULAR COMMUNICATION PER CITY STANDARD. PROVIDE IN STAINLESS STEEL PEDESTAL MOUNT ENCLOSURE WITH AUTOMATIC RAIN SHUT OFF DEVICE. INSTALL PER MANUFACTURER SPECIFICATIONS.

RAINBIRD: 44-NP
1" BRASS QUICK COUPLING VALVE WITH CORROSION RESISTANT STAINLESS STEEL SPRING AND PURPLE LOCKING RUBBER COVER FOR RECLAIMED WATER. PROVIDE IN VALVE BOX PER DETAIL.

RAINBIRD: PEBR

REMOTE CONTROL VALVE WITH PURPLE FLOW CONTROL HANDLE FOR RECLAIMED WATER. SEE PLAN FOR SIZE. PROVIDE IN VALVE BOX PER DETAIL.

TESCO PEDESTAL
IRRIGATION MAINLINE: PVC SCHEDULE 40
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
PIPE SLEEVE: PVC SCHEDULE 40
INSTALL SLEEVES TWICE THE DIAMETER OF THE PIPE. SEE PLANS.

CONDUIT: PVC SCHEDULE 40 - 2" MIN. DIAMETER FOR LOW VOLTAGE WIRING 

S

TESCO

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S
C
ȱ
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ĀĀĀĀĀĀĀĀ̀ĀĀĀĀ
T
T
SS
TRT
TUT
NN
I
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WATER AUDIT NOTE:

CONTRACTOR IS REQUIRED TO PROVIDE THE CITY OF ROSEVILLE A LANDSCAPE IRRIGATION AUDIT PERFORMED BY A 3RD PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR. THE AUDIT MUST MEET CURRENT MWELO MANDATES. SEE PARKS CONSTRUCTION STANDARDS FOR ADDITIONAL INFORMATION.

RNSST

RNCS RNRCS
RNRN
ǖǙǕǗǖǙǕǖ
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Ā̀ĀĀĀ Ā̀Ā
Ā̀ĀĀĀ Ā̀Ā
Ā̀ĀĀĀ Ā̀Ā
14 LI-1.0
1"=20'-0"
AM

LANDSCAPE

IRRIGATION

PLAN & LEGEND
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT
1 2
3 4
5 JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀ FLLANDGROUP.COM
CRV: 21026
AUDREY

HUISKING
PARK
6485 GARLAND WAY
ROSEVILLE, CA 95747

CITY OF ROSEVILLE
25 CITY OF ROSEVILLE APPROVAL
R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/22
Signature Renewal Date Date 3.04.2022
Know what'sbelow.

Call before you dig.

R

IRRIGATION SYSTEM AS SHOWN ON PLANS IS
DIAGRAMMATIC ONLY FOR GRAPHIC CLARITY.

ALL IRRIGATION EQUIPMENT, INCLUDING

MAINLINE AND VALVES, SHALL BE PLACED IN
PLANTER AREAS.

IRRIGATION SYSTEM NOTE
4965
"I have complied with the criteria of the Water Efficient Landscape Ordinance and applied such criteria for the efficient use of water in the irrigation design plan."
WATER EFFICIENT LANDSCAPE ORDINANCE:

Applicant Signature License # Date

10.25.2021

MEEKER WAY

ROYAL GORGE WAY

CAMPANELLA WAY

MT EVANS WAY

GARLAND WAY
McCOVEY WAY
For Council Acceptance Only
15 LI-1.1
1"=20'-0"
AM

LANDSCAPE

IRRIGATION PLAN -

MAINLINE LAYOUT
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT 12345
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀ FLLANDGROUP.COM
CRV: 21026
AUDREY

HUISKING
PARK
6485 GARLAND WAY
ROSEVILLE, CA 95747

CITY OF ROSEVILLE
25 CITY OF ROSEVILLE APPROVAL REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/22
Signature Renewal Date Date 3.04.2022
Know what'sbelow.

Call before you dig. R

IRRIGATION SYSTEM AS SHOWN ON PLANS IS
DIAGRAMMATIC ONLY FOR GRAPHIC CLARITY.

ALL IRRIGATION EQUIPMENT, INCLUDING

MAINLINE AND VALVES, SHALL BE PLACED IN
PLANTER AREAS.

IRRIGATION SYSTEM NOTE
4965
"I have complied with the criteria of the Water Efficient Landscape Ordinance and applied such criteria for the efficient use of water in the irrigation design plan."
WATER EFFICIENT LANDSCAPE ORDINANCE:

Applicant Signature License # Date

10.25.2021

MEEKER WAY ROYAL GORGE WAY

CAMPANELLA WAY

MT EVANS WAY

GARLAND WAY
McCOVEY WAY S
IRRIGATION POINT OF CONNECTION.

SEE SHEET LI-1.0.
(2) 4" SLV. (MAIN)
(2) 4" SLV. (MAIN)
(2) 4" SLV. (MAIN)
(2) 4" SLV. (MAIN)
(2) 4" SLV. (MAIN)
(2) 4" SLV. (MAIN) R IN R IN R IN
(2) 4" SLV. (MAIN)
(2) 2" SLV. (ELEC)
For Council Acceptance Only
16 LI-2.0

AS SHOWN
AM

LANDSCAPE

IRRIGATION
NOTES
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT
1 2
3 4
5 JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀ FLLANDGROUP.COM
CRV: 21026
AUDREY

HUISKING
PARK
6485 GARLAND WAY
ROSEVILLE, CA 95747

CITY OF ROSEVILLE
25 CITY OF ROSEVILLE APPROVAL
R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/22
Signature Renewal Date Date 3.04.2022

CITY OF ROSEVILLE RECYCLED WATER NOTES

1. THE INSTALLATION OF THE RECYCLED WATER SYSTEM SHALL CONFORM TO THE REGULATIONS FOR THE CONSTRUCTION OF RECYCLED WATER SYSTEMS WITHIN THE CITY OF ROSEVILLE AND THE ACCOMPANYING PLANS AND SPECIFICATIONS.

2. ALL ON-SITE RECYCLED AND POTABLE WATER PIPING INSTALLED ON THIS PROJECT SHALL BE IDENTIFIED IN ACCORDANCE WITH THE CITY OF ROSEVILLE CONSTRUCTION STANDARDS FOR RECYCLED WATER INFRASTRUCTURE AND THE IRRIGATION SPECIFICATIONS.

3. CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT SHALL BE NOTIFIED TWO DAYS PRIOR TO THE START OF CONSTRUCTION AT (916) 774-5750 AND EACH WORKDAY THEREAFTER UNTIL COMPLETION OF THE PROJECT FOR COMMERCIAL IRRIGATION SYSTEMS. CITY OF ROSEVILLE PARKS DEPARTMENT SHALL BE NOTIFIED TWO DAYS PRIOR TO THE START OF CONSTRUCTION AT (916) 746-1758 FOR LANDSCAPE CORRIDORS AND PARKS. A PRE-CONSTRUCTION MATERIALS INSPECTION MUST BE ARRANGED PRIOR TO THE START OF CONSTRUCTION.

4. NO FACILITY IS TO BE BACKFILLED UNTIL INSPECTED BY THE CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT AND/OR PARKS DEPARTMENT INSPECTOR.

5. ALL RECYCLED WATER INFRASTRUCTURE, BOTH ON-SITE AND OFF-SITE SHALL BE INSPECTED BY CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES AND/OR PARKS DEPARTMENT. FOR INSPECTION OF RECYCLED WATER SYSTEM CONTACT ENVIRONMENTAL UTILITIES AT 774-5750 FORTY-EIGHT (48) HOURS IN ADVANCE. POINTS OF INSPECTION ARE:
a. PRE-CONSTRUCTION MATERIALS INSPECTION.
b. IRRIGATION SYSTEM INSTALLATION BEFORE LINES ARE COVERED. c. PRESSURE TESTING.
d. SYSTEM CROSS CONNECTION CONTROL TEST.
e. SYSTEM COVERAGE TEST.

6. ALL RECYCLED WATER PIPING SHALL BE PURPLE COLORED PVC UNLESS OTHERWISE SPECIFIED. WHERE PURPLE PVC IS NOT USED, PIPE SHALL BE IDENTIFIED (MARKED) IN ACCORDANCE WITH THE CITY OF ROSEVILLE CONSTRUCTION STANDARDS.

7. MARKING ON THE PURPLE COLORED PVC PIPE SHALL INLCUDE THE FOLLOWING:
"CAUTION: RECYCLED WATER - DO NOT DRINK". NOMINAL PIPE SIZE. PVC - 1120. PRESSURE RATING IN POUNDS PER SQUARE INCH AT 73 DEGREES. ASTM DESIGNATIONS SUCH AS 1785, 2241, 1672, 3139. PRINTING SHALL BE PLACED CONTINUOUSLY ON TWO SIDES OF THE PIPE.

8. ALL RECYCLED WATER SPRINKLER CONTROL VALVES, VALVE RISERS AND SWING JOINTS SHALL BE TAGGED WITH IDENTIFICATION TAGS OR ADHESIVE LABELS. a. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x4", PURPLE COLOR WITH THE WORDS "WARNING: RECYCLED WATER - DO NOT DRINK" IMPRINTED ON ONE SIDE AND "AVISA: AGUA IMPURA - NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. b. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS:

1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR

2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP. c. RECYCLED WATER WARNING LABELS OR STICKERS THAT ARE CONSISTENT WITH CITY OR ROSEVILLE CONSTRUCTION STANDARDS FOR RECYCLED WATER INFRASTRUCTURE AND THE IRRIGATION SPECIFICATIONS MUST BE ATTACHED TO ALL PIPING NOT IN COMPLIANCE. d. ALL SPRINKLER HEADS MUST BE DESIGNED FOR RECYCLED WATER USAGE, WITH PURPLE RECYCLED WATER WARNING CAPS. e. SPRINKLER RISERS AND SWING JOINTS SHALL BE IDENTIFIED WITH PURPLE ADHESIVE 3"x3" LABELS. EACH LABEL SHALL STATE "RECYCLED WATER - DO NOT DRINK" IN ENGLISH AND SPANISH.

9. ALL RECYCLED WATER CONTROL VALVE BOXES SHALL BE PURPLE AND HAVE A WARNING LABEL PERMANENTLY MOLDED INTO OR AFFIXED ONTO THE LID WITH RIVETS, BOLTS, ETC. WARNING LABELS SHALL BE CONSTRUCTED OF A PURPLE WEATHERPROOF MATERIAL WITH THE WARNING PERMANENTLY STAMPED OR MOLDED INTO THE LABEL. THE WARNING SHALL CONTAIN THE FOLLOWING INFORMATION:
a. "NON-POTABLE" OR "RECYCLED WATER"
b. "DO NOT DRINK" IN ENGLISH AND SPANISH.

10. RECYCLED WATER QUICK COUPLING VALVES SHALL HAVE A PURPLE RUBBER OR VINYL COVER. THE COVER SHALL BE OF A LOCKING TYPE AND HAVE A WARNING PERMANENTLY STAMPED OR MOLDED AS FOLLOWS:
"RECYCLED WATER - DO NOT DRINK" IN ENGLISH AND SPANISH.

11. PLASTIC WARNING TAPE SHALL BE USED ON ALL POTABLE WATER PIPING, POTABLE WATER WARNING TAPE SHALL BE A MINIMUM OF 3" WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF EACH LINE. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH NYLON TIE-WRAP BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY FIVE FEET ON CENTER. WARNING TAPE FOR THE POTABLE WATER PIPING SHALL BE BLUE IN COLOR WITH WORDS "CAUTION: POTABLE WATER LINE BURIED BELOW" IMPRINTED IN MINIMUM 1" HIGH LETTERS, BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT.

12. ALL PRESSURE MAIN LINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN 10 FEET MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECYCLED AND POTABLE WATER PRESSURE MAIN LINE PIPING CROSS, THE RECYCLED WATER PIPING SHALL BE INSTALLED 12" BELOW THE POTABLE WATER PIPING OD TO OD. WHERE THE RECYCLED WATER PRESSURE MAIN LINE MUST PASS ABOVE POTABLE WATER PIPING, THE RECYCLED WATER PIPING SHALL BE INSTALLED IN A CLASS 200 PURPLE COLORED PVC SLEEVE WHICH EXTENDS A MINIMUM OF FIVE FEET ON EITHER SIDE OF THE POTABLE WATER PIPING. A 12" VERTICAL SEPARATION OD TO OD MUST BE MAINTAINED. CONVENTIONAL (WHITE) PVC PIPE MAY BE USED FOR SLEEVING MATERIAL IF IT IS TAPED WITH 3" WIDE PURPLE WARNING TAPE WHICH READS "RECYCLED WATER - DO NOT DRINK".

13. ALL PRESSURE MAIN LINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN A 10' MINIMUM HORIZONTAL SEPARATION FROM ALL SANITARY SEWER LINES. WHERE RECYCLED WATER AND SEWER CROSS, THE RECYCLED WATER PIPING SHALL BE INSTALLED A MINIMUM OF ONE FOOT ABOVE THE SEWER LINE.

14. FOR ON-SITE RECLAIMED WATER PIPING, THE MINIMUM DEPTH FROM FINISH GRADE TO TOP OF PIPE SHALL BE AS FOLLOWS:
a. INTERMITTENT PRESSURE LINES (ALL SIZES)................12" b. CONSTANT PRESSURE LINES 2.5" AND SMALLER............18" c. CONSTANT PRESSURE LINES 3" AND LARGER..................24"

15. PRESSURE AND CROSS CONNECTION TESTING FOR ON-SITE RECYCLED WATER SYSTEMS a. 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. b. THE SOURCE OF POTABLE WATER USED FOR TESTING MUST HAVE A METER AND AN APPROVED BACKFLOW PREVENTION DEVICE. THESE CAN BE OBTAINED THROUGH THE CITY OF ROSEVILLE. c. THE CONTRACTOR SHALL PROVIDE A MEANS TO PLUMB IN PRESSURE AND CROSS TESTING APPARATUS AT THE POINT OF HIGHEST ELEVATION FOR BOTH POTABLE AND CONSTANT PRESSURE RECYCLED WATER SYSTEMS.
d. THE CONSTANT PRESSURE RECYCLED WATER SYSTEM INCLUDING ALL APPURTENANCES SHALL BE TESTED AT 125 PSI AT HIGHEST POINT OF ELEVATION FOR 1 HOUR WITH NO DETECTABLE LEAKAGE. e. PRESSURE TESTING MUST BE SUCCESSFULLY COMPLETED PRIOR TO CROSS CONNECTION TESTING. f. THE RECYCLED WATER SYSTEM SHALL BE TESTED FOR CROSS CONNECTION IN ACCORDANCE WITH UNIFORM PLUMBING CODE APPENDIX J PRIOR TO USE. g. FOR PROJECTS BEING PERFORMED IN PHASES, A CROSS CONNECTION TEST SHALL BE PERFORMED ON EACH PHASE INDEPENDENTLY BEFORE IT IS PUT INTO SERVICE. THE POTABLE WATER SOURCE USED FOR TESTING EACH PHASE MUST BE INDEPENDENT OF OTHER PREVIOUSLY COMPLETED PHASES. h. AT THE TIME A CROSS CONNECTION TEST IS TO BE PERFORMED, CONSTRUCTION ON BOTH THE POTABLE AND THE RECYCLED WATER SYSTEMS BEING TESTED MUST BE COMPLETE AND BOTH SYSTEMS FULLY OPERATIONAL AND FUNCTIONING AS DESIGNED.
i. CROSS CONNECTION TESTING SHALL BE PERFORMED ON THE SYSTEM BY CITY FORCES WITH THE ASSISTANCE OF THE CONTRACTOR. THE TEST WILL BE COORDINATED THROUGH THE ENVIRONMENTAL UTILITIES OR PARKS DEPARTMENT INSPECTOR. FORTY-EIGHT (48) HOURS NOTICE IS REQUIRED BEFORE THE TEST. DEPENDING ON THE COMPLEXITY OF THE SITE, A PRELIMINARY FIELD MEET MAY ALSO BE REQUIRED.

16. COVERAGE TEST:

ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO NATIVE OAK AREAS AND INTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE: POOL DECKS, PRIVATE PATIOS, STREETS AND SIDEWALKS.

17. METER INSTALLATION:

ONCE THE ON-SITE RECYCLED WATER SYSTEM HAS BEEN PROPERLY INSPECTED AND PASSED PRESSURE AND CROSS CONNECTION TESTING, A METER MAY BE INSTALLED. THE METER MUST BE PURCHASED FROM THE CITY OF ROSEVILLE AND INSTALLED BY CITY FORCES. COORDINATE METER PURCHASE AND INSTALLATION WITH THE ENVIRONMENTAL UTILITIES OR PARKS DEPARTMENT INSPECTOR.

18. NO CONNECTION SHALL BE MADE TO THE CITY'S EXISTING RECYCLED WATER SYSTEM UNTIL THE NEW FACILITIES HAVE BEEN SUCCESSFULLY PRESSURE AND CROSS CONNECTION TESTED. TAPS TO THE EXISTING RECYCLED SYSTEM WILL BE MADE BY CITY FORCES ONLY.

19. FAILURE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES VIOLATES THE CITY OF ROSEVILLE DESIGN AND CONSTRUCTION STANDARDS FOR RECYCLED WATER INFRASTRUCTURE AND WILL RESULT IN TERMINATION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN.

20. RECYCLE WATER WARNING/INFORMATION SIGN SHALL BE LOCATED AT ALL ACCESS POINTS TO THE AREA OF RECYCLED WATER USE. SIGNS SHALL ALSO BE PLACED ALONG FRONTAGE ROADS AT INTERVALS OF EVERY 500 FEET OR LESS. THE SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH THE CONSTRUCTION STANDARDS HEREIN AND AS REQUIRED BY THE ENVIRONMENTAL UTILITIES DIRECTOR.

1. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUNDCOVER AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1" ABOVE FINISH GRADE.

2. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN TURF AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS FLUSH WITH ADJACENT SIDEWALK OR CURB.

3. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS.

4. ALL SPRINKLERS SHALL BE INSTALLED WITH A 'CHECK VALVE' TO PREVENT DRAINAGE FROM SPRINKLER HEAD WHEN THE SPRINKLER IS OFF. DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEADS WILL NOT BE ALLOWED.

5. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE OF 65 PSI AND THE MAXIMUM FLOW OF

24.4 GPM AS SHOWN ON THE IRRIGATION DRAWINGS AT THE METER OR POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT

THAT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO THE START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.

6. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT

SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER.

7. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES.

8. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER-SPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE

SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM.

9. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD

THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.

10. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN THE DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES.

11. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND

OTHER SUB- CONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC.

12. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL OTHER PAVED AREAS.

13. IN ADDITION TO THE CONTROL WIRE NECESSARY FOR THE REMOTE CONTROL VALVES SHOWN ON THE DRAWING, THE CONTRACTOR SHALL PROVIDE A MINIMUM OF EIGHTEEN (18) INCHES OF A COMPLETE SET OF SPARE CONTROL WIRES, LOOPED, WITHIN EACH VALVE BOX.

14. CONTRACTOR SHALL PROGRAM IRRIGATION CONTROLLER TO OPERATE AS FOLLOWS POST-CONSTRUCTION: SPRAY VALVES SHALL ONLY BE TURNED ON BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. BUBBLER AND DRIP VALVES CAN OPERATE AT ANY TIME.

15. PER MWELO, IRRIGATION HEADS MUST BE PLACED SO THAT HARDSCAPED AREAS DRAIN TOWARD LANDSCAPED AREAS, AND WITH NO OVERSPRAY. OTHERWISE A SETBACK FROM HARDSCAPE OF 24" MINIMUM IS REQUIRED.

16. ALL LANDSCAPE AUDITS SHALL BE CONDUCTED BY A THIRD PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR.

17. THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT WITH THE CERTIFICATE OF COMPLETION TO THE RESPONSIBLE LOCAL AGENCY PER WELO REQUIREMENTS.

GENERAL IRRIGATION NOTES
For Council Acceptance Only
17 LI-2.1

AS SHOWN
AM
MWELO

DOCUMENTATION
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT 12345
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀ FLLANDGROUP.COM
CRV: 21026
AUDREY

HUISKING
PARK
6485 GARLAND WAY
ROSEVILLE, CA 95747

CITY OF ROSEVILLE
25 CITY OF ROSEVILLE APPROVAL REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/22
Signature Renewal Date Date 3.04.2022
For Council Acceptance Only

POP-UP SPRAY

NOT TO SCALE I
CC-CI-ROS-PK-08
18 LI-3.0

AS SHOWN
AM

LANDSCAPE

IRRIGATION

DETAILS
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT 12345
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀ FLLANDGROUP.COM
CRV: 21026
AUDREY

HUISKING
PARK
6485 GARLAND WAY
ROSEVILLE, CA 95747

CITY OF ROSEVILLE
25 CITY OF ROSEVILLE APPROVAL REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/22
Signature Renewal Date Date 3.04.2022

CONTROLLER A
NOT TO SCALE CC-CI-ROS-PK-01

MASTER VALVE B
NOT TO SCALE CC-CI-ROS-PK-02
RECYCLED WATER FILTER C NOT TO SCALE CC-CI-ROS-PK-04PIPE AT PAVEMENT D NOT TO SCALE CC-CI-ROS-PK-05

PIPE TRENCH E
NOT TO SCALE CC-CI-ROS-PK-06
GATE VALVE (3" & SMALLER)
NOT TO SCALE CC-CI-ROS-PK-11 F
QUICK COUPLER G NOT TO SCALE CC-CI-ROS-PK-14REMOTE CONTROL VALVE H NOT TO SCALE CC-CI-ROS-PK-15

ROOT WATERING SYSTEM
NOT TO SCALE CC-CI-ROS-PK-09 J
For Council Acceptance Only

PLANT LIST & LEGEND

TREES BOTANICAL / COMMON NAME SIZE WATER USE QTY
ACER RUBRUM `OCTOBER GLORY`

OCTOBER GLORY RED MAPLE
24" BOX M 11

NYSSA SYLVATICA
TUPELO
15 GAL. M 9
PRUNUS X YEDOENSIS `AKEBONO`

FLOWERING CHERRY
15 GAL. M 21

QUERCUS MACROCARPA

BUR OAK
24" BOX M 3

SHRUBS BOTANICAL / COMMON NAME SIZE WATER USE QTY
ARCTOSTAPHYLOS X `JOHN DOURLEY`

JOHN DOURLEY MANZANITA
5 GAL. L 22

DIETES BICOLOR

FORTNIGHT LILY
1 GAL. L 38

MUHLENBERGIA CAPILLARIS

PINK MUHLY GRASS
1 GAL. L 31

RHAPHIOLEPIS INDICA 'PINK DANCER'

PINK INDIA HAWTHORNE
5 GAL. L 37
WESTRINGIA FRUTICOSA `MUNDI'

LOW COAST ROSEMARY
5 GAL. L 51

GROUND COVERS BOTANICAL / COMMON NAME SIZE WATER USE SPACING QTY

ELYMUS CONDENSATUS 'CANYON PRINCE'

CANYON PRINCE WILD RYE
1 GAL. L 36" o.c. 203
MYOPORUM PARVIFOLIA 'PUTAH CREEK`

PUTAH CREEK MYOPORUM
1 GAL. L 48" o.c. 183
NEPETA X `WALKER`S LOW`

WALKER'S LOW CATMINT
1 GAL. L 24" o.c. 283

TEUCRIUM CHAMAEDRYS 'PROSTRATUM'

PROSTRATE GERMANDER
1 GAL. L 36" o.c. 95

TURF HYDROSEED

PER CITY OF ROSEVILLE CONSTRUCTION

STANDARDS
SEED H -- 30,685
SF

SPACE PLANT MATERIAL

PER LEGEND AND CITY
STANDARD DETAIL PK-17.

SPACE PLANT MATERIAL

PER LEGEND AND CITY
STANDARD DETAIL PK-17.

SPACE PLANT MATERIAL

PER LEGEND AND CITY
STANDARD DETAIL PK-17.

SPACE PLANT MATERIAL

PER LEGEND AND CITY
STANDARD DETAIL PK-17.

TURF TO BE PLANTED UP TO BOW.

IRRIGATION HEADS TO BE PLACED
12" FROM BOW PER WATER
ORDINANCE REQUIREMENTS. SEE
IRRIGATION PLANS.

TURF TO BE PLANTED UP TO BOW.

IRRIGATION HEADS TO BE PLACED
12" FROM BOW PER WATER
ORDINANCE REQUIREMENTS. SEE
IRRIGATION PLANS.

TURF TO BE PLANTED UP TO BOW.

IRRIGATION HEADS TO BE PLACED
12" FROM BOW PER WATER
ORDINANCE REQUIREMENTS. SEE
IRRIGATION PLANS.

TURF TO BE PLANTED UP TO BOW.

IRRIGATION HEADS TO BE PLACED
12" FROM BOW PER WATER
ORDINANCE REQUIREMENTS. SEE
IRRIGATION PLANS.
19 LP-1.0
1"=20'-0"
AM

LANDSCAPE

PLANTING

PLAN & LEGEND
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT
1 2
3 4
5 JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀ FLLANDGROUP.COM
CRV: 21026
AUDREY

HUISKING
PARK
6485 GARLAND WAY
ROSEVILLE, CA 95747

CITY OF ROSEVILLE
25 CITY OF ROSEVILLE APPROVAL
R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/22
Signature Renewal Date Date 3.04.2022
Know what'sbelow.

Call before you dig.

R 4965
"I have complied with the criteria of the Water Efficient Landscape Ordinance and applied such criteria for the efficient use of water in the landscape design plan."
WATER EFFICIENT LANDSCAPE ORDINANCE:

Applicant Signature License # Date

10.25.2021

MEEKER WAY

ROYAL GORGE WAY

CAMPANELLA WAY

MT EVANS WAY

GARLAND WAY
McCOVEY WAY
For Council Acceptance Only
20 LP-2.0

AS SHOWN
AM

LANDSCAPE

PLANTING

NOTES & DETAILS
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT 12345
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀ FLLANDGROUP.COM
CRV: 21026
AUDREY

HUISKING
PARK
6485 GARLAND WAY
ROSEVILLE, CA 95747

CITY OF ROSEVILLE
25 CITY OF ROSEVILLE APPROVAL REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/22
Signature Renewal Date Date 3.04.2022

1. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION.

2. ALL TREES SHALL BE TAGGED AND/OR APPROVED BY OWNER & LANDSCAPE ARCHITECT. NURSERY SOURCES SHALL BE AT OWNER/LANDSCAPE ARCHITECT'S DISCRETION.

3. ALL SHRUBS AND GROUND COVER AREAS SHALL BE TOP DRESSED WITH A THREE (3") INCH LAYER "SHREDDED" CEDAR BARK PER PLANS AND SPECIFICATIONS.

4. ALL TREES (EXCEPT IN TURF AREAS), SHRUBS AND GROUND COVERS (INCLUDING THOSE ON SLOPES) SHALL HAVE WATERING BASINS BUILT UP AT LEAST TWO (2) TIMES THE DIAMETER OF THE ROOTBALL. TREE AND SHRUB BASINS SHALL BE A MINIMUM OF THREE (3") INCHES HIGH. GROUND COVER BASINS SHALL BE A MINIMUM OF TWO (2") INCHES HIGH.

5. ALL PLANT MATERIALS SHALL BE IMMEDIATELY "HAND" WATERED AFTER PLANTING AND CONTINUALLY MONITORED AND SUPPLEMENTALLY "HAND" WATERED DURING THE CONSTRUCTION AND CONTRACT MAINTENANCE PHASES AS NEEDED.

6. SUBSTITUTION OF PLANT MATERIALS WILL NOT BE ACCEPTABLE UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT.

7. ALL PLANT MATERIALS DELIVERED TO THE SITE MUST HAVE AT LEAST ONE OF EACH PLANT TYPE TAGGED WITH THE GENUS AND SPECIES CLEARLY MARKED. PLANTS OF THE SAME GENUS TYPE WITH DIFFERENT SPECIES TYPE WITH DIFFERENT COLOR OR SPECIES VARIATION MUST HAVE ALL OF EACH DIFFERENT SPECIES CLEARLY TAGGED.

8. ALL PLANT HOLES SHALL BE DUG TO A MINIMUM OF TWO (2) TIMES THE PLANT CONTAINER WIDTH (WIDTH ONLY, NOT DEPTH) AND ALL VERTICAL SIDES IN THE HOLES SHALL BE SHOVEL SCORED. IN NO CASE SHALL SMOOTHLY EXCAVATED SIDES BE ALLOWED FOR PLANTING.

9. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED INTO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED TO MEET THIS REQUIREMENT. "FRIABLE" MEANS A SOIL

CONDITION THAT IS EASILY CRUMBLED OR LOOSELY COMPACTED DOWN TO A MINIMUM PLANTING DEPTH PER PLANTING MATERIAL WHEREBY THE ROOT STRUCTURE OR NEWLY PLANTED MATERIAL WILL BE ALLOWED TO SPREAD UNIMPEDED.

10. PREPARE ALL PLANTING AREAS WITH FOUR (4) CUBIC YARDS/1,000 S.F. OF NITROLIZED ORGANIC SOIL CONDITIONER. PROVIDE 200 LBS./1,000 S.F. OF GRO-POWER 5-3-1 FERTILIZER. ROTOTILL EVENLY TO A DEPTH OF SIX (6") INCHES INTO EXISTING SOIL.

11. PROVIDE SOILS FERTILITY TEST, AS PER SPECIFICATIONS, TO LANDSCAPE ARCHITECT PRIOR TO COMMENCING WITH WORK.

PREPARE ALL PLANTING AREAS WITH THE MINIMUM OF SOIL CONDITIONER AND FERTILIZER AS STATED IN NOTE #10 ABOVE, OR AS PER RECOMMENDATIONS OF SOILS FERTILITY TEST, WHICHEVER IS GREATER. ROTOTILL EVENLY TO A DEPTH OF SIX (6") INCHES INTO EXISTING SOIL.

12. IF ANY PORTION OF THE SITE IS LIME TREATED, THE LANDSCAPE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING. DO NOT PROCEED WITH ANY WORK IN LIME TREATED SOIL. TYPICALLY, LIME TREATED SOILS ABOVE 1% RESULT IN PH

VALUES AND COMPACTION THAT ARE DELETERIOUS TO PLANT MATERIAL, EVEN WITH AGGRESSIVE AMENDMENTS AND CONDITIONERS. THESE LIME TREATED SOILS MUST BE REMOVED AND REPLACED WITH IMPORT SOILS OF SUITABLE CHEMISTRY AND COMPATIBLE TEXTURE. THE LANDSCAPE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK IN LIME TREATED AREAS UNTIL A RESOLUTION IS PROVIDED IN WRITING.

13. ALL LANDSCAPE BERMS ARE TO BE GRADED SIX (6") INCHES HIGHER THAN THE HIGHEST CONTOUR SHOWN ON PLANS, TYPICAL.

14. ALL LANDSCAPE AREAS WITH A SLOPE OF TWO AND A HALF TO ONE (2-1/2:1) OR GREATER MUST HAVE JUTE NETTING INSTALLED FOR EROSION CONTROL.

15. SHRUB AND GROUND COVER AREAS SHALL BE TREATED WITH CHIPCO RONSTAR 'G' PRE-EMERGENT HERBICIDE. PROVIDE PER MANUFACTURER'S SPECIFICATIONS.

CITY OF ROSEVILLE GENERAL PLANTING NOTES

SHRUB PLANTING B
NOT TO SCALE CC-CI-ROS-PK-18
GROUNDCOVER PLANTING C NOT TO SCALE CC-CI-ROS-PK-17 D

SOILS REPORT

TREE PLANTING A
NOT TO SCALE PR-21026-01
For Council Acceptance Only

ELECTRICAL COVER SHEET
E1
21 JRL
DJA

NO SCALE

PROJECT
11344 Coloma Rd, Suite 445
Gold River, CA 95670
TEL 916.288.6250www.stantoneng.com
21066

CITY OF ROSEVILLE APPROVAL
CLIENT:PROJECT:REVISIONS DATEISSUE DATEDRAWN :CHECKED :SCALE: :CONSULTANT 1 23
4 5
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀ FLLANDGROUP.COM
SHEET TITLE:SHEET

OF SHEETS
CRV: 21026
AUDREYHUISKINGPARK6485 GARLAND WAYROSEVILLE, CA 95747CITY OF ROSEVILLE 25 For Council Acceptance Only

ELECTRICAL ONE-LINE

DIAGRAM
E2
22 JRL
DJA

NO SCALE

PROJECT
11344 Coloma Rd, Suite 445
Gold River, CA 95670
TEL 916.288.6250www.stantoneng.com
21066

CITY OF ROSEVILLE APPROVAL
CLIENT:PROJECT:REVISIONS DATEISSUE DATEDRAWN :CHECKED :SCALE: :CONSULTANT 1 23
4 5
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀ FLLANDGROUP.COM
SHEET TITLE:SHEET

OF SHEETS
CRV: 21026
AUDREYHUISKINGPARK6485 GARLAND WAYROSEVILLE, CA 95747CITY OF ROSEVILLE 25 For Council Acceptance Only

ELECTRICAL DETAILS
E3
23 JRL
DJA

NO SCALE

PROJECT
11344 Coloma Rd, Suite 445
Gold River, CA 95670
TEL 916.288.6250www.stantoneng.com
21066

CITY OF ROSEVILLE APPROVAL
CLIENT:PROJECT:REVISIONS DATEISSUE DATEDRAWN :CHECKED :SCALE: :CONSULTANT 1 23
4 5
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀ FLLANDGROUP.COM
SHEET TITLE:SHEET

OF SHEETS
CRV: 21026
AUDREYHUISKINGPARK6485 GARLAND WAYROSEVILLE, CA 95747CITY OF ROSEVILLE 25 For Council Acceptance Only
ELECTRICAL TITLE 24

EXTERIOR
E4
24 JRL
DJA

NO SCALE

PROJECT
11344 Coloma Rd, Suite 445
Gold River, CA 95670
TEL 916.288.6250www.stantoneng.com
21066

CITY OF ROSEVILLE APPROVAL
CLIENT:PROJECT:REVISIONS DATEISSUE DATEDRAWN :CHECKED :SCALE: :CONSULTANT 1 23
4 5
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀ FLLANDGROUP.COM
SHEET TITLE:SHEET

OF SHEETS
CRV: 21026
AUDREYHUISKINGPARK6485 GARLAND WAYROSEVILLE, CA 95747CITY OF ROSEVILLE 25 For Council Acceptance Only

ELECTRICAL SITE PLAN
E5
25 JRL
DJA

AS NOTED

PROJECT
11344 Coloma Rd, Suite 445
Gold River, CA 95670
TEL 916.288.6250www.stantoneng.com
21066

CITY OF ROSEVILLE APPROVAL
CLIENT:PROJECT:REVISIONS DATEISSUE DATEDRAWN :CHECKED :SCALE: :CONSULTANT 1 23
4 5
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ̀ FLLANDGROUP.COM
SHEET TITLE:SHEET

OF SHEETS
CRV: 21026
AUDREYHUISKINGPARK6485 GARLAND WAYROSEVILLE, CA 95747CITY OF ROSEVILLE 25 For Council Acceptance Only
WATER
& SEWER PLAN
C2.0
12 N
S
W E
scale: 1"=20'
1 2
3 4
5 • •
expect more.

TSD ENGINEERING, INC.
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707 Fax: (916) 608-0701
•

ROYAL GORGE WAY

CAMPANELLA WAY
McCOVEY WAY

MEEKER WAY

GARLAND WAY
MT. EVANS WAY

UTILITY CONSTRUCTION NOTES

WATER CONSTRUCTION NOTES

SEWER CONSTRUCTION NOTES
For Council Acceptance Only

COUNCIL COMMUNICATION
CC #: 2022
File #: 0704-01
Title:

Mahany Tennis Courts Renovation Project - Approval of Plans and Specifications and Authorize Staff to Call for Bids
Contact: Joel De Jong 916-7745924 [email protected] Meeting Date: 4/20/2022
Item #: 7.3.

RECOMMENDATION TO COUNCIL
Recommend Council approve the Plans and Specifications for the Mahany Tennis Courts Renovation project and authorize staff to call for bids.

BACKGROUND
The Mahany Tennis Courts are located at the Mahany regional park site located at Pleasant Grove Boulevard and Woodcreek Oaks Boulevard. The six tennis courts are located behind the aquatics complex, and are used extensively by the public as well as the Woodcreek High school tennis teams. The courts have undergone numerous repairs to address ongoing cracking in the foundation over the years, however, cracks have now become structural, making safe use of the courts a concern. The paving has reached the end of its useful life.

The tennis court renovation project includes removal and replacement of the existing tennis court surfacing and subgrade, installation of a vertical moisture barrier and concrete curbing around the perimeter of the courts, as well as modifications to the surrounding landscape and irrigation system to help prevent drainage and future cracking problems caused by excess soil moisture.

Bids are scheduled to be opened in May of 2022. Staff aims to return to Council in June to seek approval to award the project.

FISCAL IMPACT
The estimate for construction is $947,000. Funding for the park improvements will be requested from FY2020-21 General Fund surplus funds with a budget adjustment to be brought before Council in May 2022. Maintenance of the existing citywide park is provided by the General Fund and will remain unchanged.

ENVIRONMENTAL REVIEW
The proposed project involves minor alterations of an existing facility. The proposed alterations meet the specified criteria, and 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.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal E - Deliver exceptional city services
Goal D - Enhance economic vitality
Goal C - Maintain a safe and healthy community
Respectfully Submitted,
Joel De Jong, Park Development Project Manager
Jill Geller, Parks, Recreation & Libraries Director
ATTACHMENTS:

Description
Plans
Project Manual
Area Map

X X X X X X
X
X
X
X
X
X

X X X X X X
X X X
X
X
X
X X X
X
X
X

X X X X X X X
X
X
X
X

WOODCREEK OAKS

GOLF COURSE
HP

MAHANY PARK

WOODCREEK
HIGH
SCHOOL
1 CV-1.0

AS SHOWN
AM

COVER SHEET
CWJ#
EN# MAHANY PARK TENNIS BD#

COURT RENOVATIONS

SHEET INDEX
NOTE:

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL MATERIALS AND WORK AS DETAILED IN THE CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS - JULY 2021 AND THE CITY OF ROSEVILLE DESIGN & CONSTRUCTION STANDARDS - JANUARY 2013 WITH 2021 AMENDMENTS.

CONTRACTOR SHALL PROVIDE SUBMITTALS BASED ON THE PROVIDED DRAWINGS AND ALL REQUIREMENTS IN THE ABOVE MENTIONED GUIDELINES.

CITY OF ROSEVILLE GENERAL NOTES:

CV-1.0 COVER SHEET 1
SW-1.0 SCOPE OF WORK PLAN 2
LD-1.0 LANDSCAPE DEMOLITION PLAN 3
LC-1.0 LANDSCAPE CONSTRUCTION PLANS 4
LC-2.0 LANDSCAPE CONSTRUCTION DETAILS 5
LG-1.0 LANDSCAPE GRADING & DRAINAGE PLAN 6
LL-1.0 LANDSCAPE LAYOUT PLAN 7
LI-1.0 LANDSCAPE IRRIGATION PLAN & LEGEND 8
LI-2.0 LANDSCAPE IRRIGATION NOTES & DETAILS 9
LP-1.0 LANDSCAPE PLANTING PLAN & LEGEND 10
TOTAL SHEETS 10

SITE MAP
PREPARED FOR:

JOEL DE JONG

CITY OF ROSEVILLE

PARKS, RECREATION & LIBRARIES DEPARTMENT
316 VERNON STREET, SUITE 400
ROSEVILLE, CA 95678
916.774.5924

PARKS, RECREATION & LIBRARIES DEPARTMENT

SUPERINTENDENT DATE
N.T.S.

CONSULTANTS/SUB-CONSULTANTS
GEOTECHNICAL ENGINEERING: ENGEO

NICK BROUSSARD
530.320.2759
ELECTRICAL ENGINEERING:

1. THE CONTRACTOR SHALL NOT BEGIN ANY WORK SHOWN

ON THESE PLANS UNTIL THE CITY PLANNERS' SIGNATURE

OF APPROVAL IS AFFIXED HEREON AND ALL APPLICABLE
PERMITS HAVE BEEN OBTAINED.

2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.

THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND
NOT BE LIMITED TO NORMAL WORKING HOURS. THE

CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE

CITY, OWNER, ENGINEER, AND LANDSCAPE ARCHITECT

HARMLESS FROM ANY AND ALL LIABILITY, REAL OR

ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF

WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING

FROM SOLE NEGLIGENCE OF THE CITY, OWNER,
ENGINEER, OR LANDSCAPE ARCHITECT.

3. THE CONTRACTOR IS HEREBY NOTIFIED THAT PRIOR TO

COMMENCING CONSTRUCTION, HE SHALL CONTACT ALL

UTILITY COMPANIES FOR VERIFICATION OF THE

CONSTRUCTION SITE OF THE LOCATIONS OF ALL

UNDERGROUND FACILITIES WHERE SUCH FACILITIES MAY

CONFLICT WITH PLACEMENT OF IMPROVEMENTS SHOWN
ON THE PLAN. CALL UNDERGROUND SERVICE ALERT AT
800-642-2444 PRIOR TO ANY EXCAVATION.

4. EACH PHASE OF THE PROJECT MUST BE CALLED TO U.S.A.

AND CONTINUING EXCAVATION REPORTED EVERY 14

CALENDAR DAYS, AS THE MARKINGS ARE NOT
PERMANENT AND WILL FADE OUT. IF THE U.S.A.

NOTIFICATIONS ARE NOT KEPT UP TO DATE, THE

EXCAVATION MAY BE STOPPED AND A NEW TWO

WORKING DAYS NOTICE WILL BE REQUIRED BEFORE
CONTINUING THE EXCAVATION.

5. UNLESS OTHERWISE NOTED ON THE DRAWINGS,

SPECIFICATIONS OR SPECIFIED IN THE SPECIAL

PROVISIONS, THE CONTRACTOR SHALL MAINTAIN IN

SERVICE ALL DRAINAGE, WATER, SEWER AND GAS LINES,

INCLUDING HOUSE SERVICES, POWER, LIGHTING,
TELEPHONE AND CABLE T.V. CONDUITS. CONTRACTOR

MAY, AT HIS/HER COST, ARRANGE FOR DISCONNECTION
OF HOUSE SERVICES OR OTHER FACILITIES.

6. CONTRACTOR WILL BE RESPONSIBLE FOR

PROTECTING ALL EXISTING UTILITIES ON ALL

PROJECTS BEING CONSTRUCTED INSIDE OR OUTSIDE
OF PUBLIC RIGHTS-OF-WAY. THE UTILITY OWNER

MAY ELECT TO PROVIDE THE NECESSARY PROTECTIVE

MEASURES THEMSELVES AND BILL THE CONTRACTOR
FOR THIS COST. EXISTING UTILITIES WILL FURTHER

TRAFFIC CONTROL DEVICES, CONDUITS, STREET
LIGHTS, AND ANY RELATED APPURTENANCES.

7. VERIFY ALL DIMENSIONS, DISTANCES AND GRADES IN

THE FIELD AND BRING ANY DISCREPANCIES TO THE

ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR
TO COMMENCING WITH THE WORK.

8. PROVIDE ALL CLEARING, DEMOLITION, REMOVAL, AND

SITE PREPARATION NECESSARY FOR THE PROPER

EXECUTION OF ALL WORK SHOWN ON THESE
DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS.

9. THE CONTRACTOR WILL BE HELD TO HAVE EXAMINED

THE SITE AND TO HAVE COMPARED IT WITH THE

DRAWINGS AND SPECIFICATIONS, TO HAVE

CAREFULLY EXAMINED ALL THE CONTRACTOR

DOCUMENTS, AND IS TO HAVE SATISFIED

THEMSELVES AS TO THE CONDITIONS UNDER WHICH

THE WORK IS TO BE PERFORMED BEFORE ENTERING
INTO THIS CONTRACT. NO ALLOWANCE SHALL

SUBSEQUENTLY BE MADE ON BEHALF OF THE

CONTRACTOR ON ACCOUNT OF AN ERROR ON

HIS/HER PART OR HIS/HER NEGLIGENCE OR FAILURE

TO ACQUAINT THEMSELVES WITH THE CONDITIONS

OF THE SITE OR THE STREETS OR ROADS
APPROACHING THE SAME.

10. CONTRACTOR WILL ARRANGE FOR AND PAY ALL

NECESSARY PERMITS FOR THE WORK SHOWN ON

THESE PLANS AND INDICATED IN THE
SPECIFICATIONS.

11. CONTRACTOR WILL PROVIDE POSITIVE DRAINAGE IN
ALL AREAS, MIN. 2% IN PLANTING AREAS).

CONTRACTOR SHALL BRING ANY DISCREPANCIES TO

THE ATTENTION OF THE LANDSCAPE ARCHITECT
PRIOR TO COMMENCING WITH ANY FURTHER WORK.

12. CONTRACTOR WILL REMOVE FROM THE SITE ALL

DEBRIS AND UNSUITABLE MATERIAL GENERATED
DURING AND BY THEIR OPERATIONS.

13. CONTRACTOR SHALL PROTECT EXISTING DRAINAGE

PATTERNS UNLESS OTHERWISE NOTED ON THE
DRAWINGS.

14. ALL WRITTEN DIMENSIONS WILL SUPERSEDE SCALED
DISTANCES. DIMENSIONS ARE FROM FACE OF

BUILDINGS, CURBS, WALLS, PROPERTY LINES OR AS
NOTED ON THE DRAWINGS.

15. CONTRACTOR WILL VERIFY LOCATION OF ALL

EXISTING UTILITIES BEFORE COMMENCING WITH
WORK. ANY DISRUPTION OR DAMAGE TO UTILITIES

CAUSED BY WORK UNDER THIS CONTRACT WILL BE
CORRECTED BY THE CONTRACTOR.

16. TEMPORARY WATER AND ELECTRICAL SUPPLY WILL BE
MADE AVAILABLE ONSITE FROM THE OWNER.

CONTACT THE OWNER'S REPRESENTATIVES FOR
EXACT LOCATION.

17. CONTRACTOR WILL PROVIDE PORTABLE SANITARY
FACILITIES ADEQUATE FOR ALL WORKERS. FACILITIES

ARE SUBJECT TO APPROVAL BY THE HEALTH
DEPARTMENT.

18. THIS PROJECT MUST COMPLY WITH ALL
REQUIREMENTS OF LOCAL OR STATE (AB325)

REQUIREMENTS, WHICHEVER IS APPLICABLE FOR
WATER CONSERVATION OR LANDSCAPED AREAS.

19. ALL GROUND-MOUNTED MECHANICAL EQUIPMENT TO
BE SCREENED WITH LANDSCAPING. REFER TO
LANDSCAPE DRAWINGS FOR DETAILS.

20. REFER TO LANDSCAPE DRAWINGS FOR EXTERIOR

LIGHTING AT ENTRIES, RECREATION CENTER, TOT
LOT, AND OPEN SPACE AREAS. LIGHTING TO BE LOW
VOLTAGE.

21. THE PARKING LOT STRIPING AND SIGNING SHALL BE
MAINTAINED IN A VISIBLE AND LEGIBLE MANNER.

CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT
1 2
3 4
5 JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ȏ FLLANDGROUP.COM
CRV: 21099

MAHANY PARK

TENNIS COURT

RENOVATIONS
3501 WOODCREEK OAKS BLVD.

ROSEVILLE, CA

CITY OF ROSEVILLE
10 CITY OF ROSEVILLE APPROVAL
R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/22
Signature Renewal Date Date XX/XX/XX

PRELIMINARY NOT FOR CONSTRUCTION

22. ALL COMPLEX SIGNAGE IS NOT A PART OF THIS
SUBMITTAL. A SEPARATE SIGN PERMIT APPLICATION
SHALL SUBMITTED.

23. BUILDING PERMIT PLANS SHALL COMPLY WITH ALL

APPLICABLE CODE REQUIREMENTS (UNIFORM

BUILDING CODE - UBC, UNIFORM MECHANICAL CODE -

UMC, UNIFORM PLUMBING CODE - UPC, AND

NATIONAL ELECTRICAL CODE - NEC), CALIFORNIA
TITLE 24 AND THE AMERICANS WITH DISABILITIES ACT
- ADA REQUIREMENTS, THE ROSEVILLE BUILDING

SECURITY ORDINANCE, AND ALL STATE AND

FEDERALLY MANDATED REQUIREMENTS IN EFFECT AT
THE TIME OF SUBMITTAL FOR BUILDING PERMITS.
(CONTACT THE BUILDING DEPARTMENT FOR
APPLICABLE CODE EDITIONS).
24 PROVIDE A MINIMAL CLEARANCE OF 3' AROUND ALL

FIRE HYDRANTS, FIRE SPRINKLER CONNECTIONS AND
VALVES.

VICINITY MAP
N.T.S.

FOR COUNCIL APPROVAL ONLY
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 2 SW-1.0
1"=20'-0"
AM

SCOPE OF WORK
PLAN
Know what'sbelow.

Call before you dig. R
LEGEND:

CURRENT PHASE LIMIT OF WORK

PROPOSED NEW TENNIS COURTS

PROPOSED NEW BARK OR

GROUTED COBBLE
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT 12345
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ȏ FLLANDGROUP.COM
CRV: 21099

MAHANY PARK

TENNIS COURT

RENOVATIONS
3501 WOODCREEK OAKS BLVD.

ROSEVILLE, CA

CITY OF ROSEVILLE
10 CITY OF ROSEVILLE APPROVAL REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/22
Signature Renewal Date Date XX/XX/XX PRELIMINARY NOT FOR CONSTRUCTION

FOR COUNCIL APPROVAL ONLY
D-01 D-01
D-03
D-04 D-04
D-03 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X D-02 D-02
D-01 D-01
D-04
D-04 3
LD-1.0
1"=20'-0"
KCL

LANDSCAPE

DEMOLITION
PLAN
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT 12345
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ȏ FLLANDGROUP.COM
CRV: 21099

MAHANY PARK

TENNIS COURT

RENOVATIONS
3501 WOODCREEK OAKS BLVD.

ROSEVILLE, CA

CITY OF ROSEVILLE
10 CITY OF ROSEVILLE APPROVAL REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/22
Signature Renewal Date Date XX/XX/XX PRELIMINARY NOT FOR CONSTRUCTION Know what'sbelow.

Call before you dig. R

DEMOLITION

SYMBOL DESCRIPTION
REMOVE EX. MOWBAND.

REMOVE EX. TENNIS COURTS, NETS AND BASE.

REMOVE 2 EX. FENCE PANELS INCLUDING CENTER POST AND TOP AND MIDDLE RAIL. CONTRACTOR TO DETERMINE LOCATION IN THE FIELD.

REMOVE 6` STRIP OF EX. TURF. PROTECT IN PLACE IRRIGATION VALVES, LATERALS AND SPRINKLERS.

D-01
D-02
D-03
D-04

TREE PROTECTION NOTES GENERAL DEMOLITION NOTES DEMOLITION NOTES SCHEDULE

FOR COUNCIL APPROVAL ONLY

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 1-01
1-02
1-03
1-04
1-04
3-02 2-01 3-02 2-01
3-03
3-03
5-01
5-01
1-01 1-02
1-05
1-05
1-05
1-05
3-01
3-01
3-01 4
LC-1.0
1"=20'-0"
KCL

LANDSCAPE

CONSTRUCTION
PLAN
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT 12345
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ȏ FLLANDGROUP.COM
CRV: 21099

MAHANY PARK

TENNIS COURT

RENOVATIONS
3501 WOODCREEK OAKS BLVD.

ROSEVILLE, CA

CITY OF ROSEVILLE
10 CITY OF ROSEVILLE APPROVAL REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/22
Signature Renewal Date Date XX/XX/XX PRELIMINARY NOT FOR CONSTRUCTION Know what'sbelow.

Call before you dig. R
1 GENERAL

SYMBOL DESCRIPTION
EX. TREES TO REMAIN, TYP.

EX. CONCRETE WALKS TO REMAIN, TYP.

EX. MOWSTRIP TO REMAIN, TYP.

EX. FENCE TO REMAIN, TYP.

EX. TRENCH DRAINS TO REMAIN, TYP.
2 SITE

SYMBOL DESCRIPTION
PROVIDE (6) TENNIS COURTS AND NETS WITH CENTER COURT
ANCHOR.

MANUFACTURER: PW ATHLETIC
MODEL: 2205-BLK-HD WITH HEAVY DUTY NET
SEE DETAILS C & D, SHEET LC-2.0.
3 CONCRETE

SYMBOL DESCRIPTION
PROVIDE 12" CONCRETE MOWBAND. SEE DETAIL A, SHEET LC-2.0.

PROVIDE CONCRETE BAND BETWEEN EXISTING FENCE POSTS. SEE DETAIL B, SHEET LC-2.0.

PROVIDE (6) TENNIS COURTS WITH SURFACING. SEE TENNIS COURT RECONSTRUCTION NOTES AND DETAIL E, SHEET LC-2.0.
5 METAL

SYMBOL DESCRIPTION
REPAIR / REPLACE 2 PANELS OF EXSITING FENCE REMOVED DURING DEMOLITION.
1-01
1-02
1-03
1-04
1-05
2-01
3-01
3-02
3-03
5-01

REFERENCE NOTES SCHEDULE

CONTRACTOR SHALL REFERENCE THE MAHANY PARK TENNIS COURTS RECONSTRUCTION GEOTECHNICAL REPORT #15004.000.017 PREPARED BY ENGEO INCORPORATED, DATED FEBRUARY 25, 2022.

5.1 TENNIS COURT RECONSTRUCTION:

ONCE THE SURFACE ASPHALT CONCRETE HAS BEEN REMOVED, THE EXISTING AGGREGATE BASE CAN BE SALVAGED FOR REUSE AS ENGINEERED FILL. WE RECOMMEND THE UPPER 1 FOOT OF FILL BENEATH THE PROPOSED PAVEMENT SECTION BE REMOVED AND REPLACED WITH NON-EXPANSIVE FILL PER SECTION 5.4.

THE SALVAGED AGGREGATE BASE MAY BE REUSED FOR THIS PURPOSE. PRIOR TO PLACEMENT OF THE

NON-EXPANSIVE FILL, THE SUBGRADE SHOULD BE SCARIFIED AND RECOMPACTED IN ACCORDANCE WITH SECTION 5.5.1.

5.2 PERIMETER VERTICAL MOISTURE BARRIER:

TO REDUCE THE RISK OF DAMAGE INDUCED BY MOISTURE FLUCTUATION OF THE POTENTIALLY EXPANSIVE

SOIL BENEATH THE COURT, WE RECOMMEND CONSTRUCTING A BELOW-GRADE VERTICAL MOISTURE BARRIER AROUND THE PERIMETER OF THE TENNIS COURTS. THIS BARRIER CAN ALSO PROTECT THE PAVEMENT SECTION FROM TREE ROOTS. WE RECOMMEND THE MOISTURE BARRIER CONSIST OF A MINIMUM 60-MIL-THICK HDPE TREE ROOT BARRIER THAT EXTENDS TO A MINIMUM DEPTH OF 3 FEET BELOW LOWEST ADJACENT GRADE. THE TOP PART OF THE ROOT BARRIER MAY BE TERMINATED JUST BELOW THE ASPHALT CONCRETE.

5.3 OVER-OPTIMUM SOIL MOISTURE CONDITIONS:

THE CONTRACTOR SHOULD ANTICIPATE ENCOUNTERING EXCESSIVELY OVER-OPTIMUM (WET) SOIL MOISTURE CONDITIONS DURING WINTER OR SPRING GRADING, OR DURING OR FOLLOWING PERIODS OF RAIN. IN ADDITION, WET SOIL CONDITIONS MAY BE FOUND IN THE EXISTING FILL. WET SOIL CAN MAKE PROPER COMPACTION DIFFICULT OR IMPOSSIBLE. WET SOIL CONDITIONS CAN BE MITIGATED BY:

1. FREQUENT SPREADING AND MIXING DURING WARM DRY WEATHER,

2. MIXING WITH DRIER MATERIALS,

3. MIXING WITH A LIME, LIME-FLYASH, OR CEMENT PRODUCT, OR

4. STABILIZING WITH AGGREGATE OR GEOTEXTILE STABILIZATION FABRIC, OR BOTH.

OPTIONS 3 AND 4 SHOULD BE EVALUATED BY ENGEO PRIOR TO IMPLEMENTATION.

5.4 ACCEPTABLE FILL:

IMPORTED FILL MATERIALS SHOULD MEET THE ABOVE REQUIREMENTS AND HAVE A PLASTICITY INDEX LESS THAN 12, AND AT LEAST 20 PERCENT PASSING THE NO. 200 SIEVE. ALLOW ENGEO TO SAMPLE AND TEST PROPOSED IMPORTED FILL MATERIALS AT LEAST 5 DAYS PRIOR TO DELIVERY TO THE SITE.

AS RECOMMENDED IN SECTION 5.1, THE UPPER 1 FOOT OF PAVEMENT SUBGRADE IN THE TENNIS COURTS SHOULD CONSIST OF NON-EXPANSIVE FILL MEETING THE REQUIREMENTS ABOVE FOR IMPORTED FILL. IF DESIRED, THE EXISTING AGGREGATE BASE CAN BE REUSED FOR THIS NON-EXPANSIVE ZONE; HOWEVER, THE EXISTING AGGREGATE BASE SHOULD NOT BE USED AS CALTRANS CLASS 2 AGGREGATE BASE IN THE NEW PAVEMENT SECTION AS DESCRIBED IN SECTION 8.0.

TENNIS COURT RECONSTRUCTION NOTES

5.5 FILL COMPACTION:

5.5.1 STRUCTURAL FILL

PERFORM SUBGRADE COMPACTION PRIOR TO FILL PLACEMENT, FOLLOWING CUTTING OPERATIONS, AND IN AREAS LEFT AT GRADE AS FOLLOWS.

1. SCARIFY TO A DEPTH OF AT LEAST 12 INCHES.

2. MOISTURE CONDITION SOIL TO AT LEAST 2 PERCENTAGE POINTS ABOVE THE OPTIMUM MOISTURE CONTENT.

3. COMPACT THE SUBGRADE TO AT LEAST 90 PERCENT RELATIVE COMPACTION. COMPACT THE UPPER 12 INCHES OF FINISH PAVEMENT SUBGRADE TO AT LEAST 95 PERCENT RELATIVE COMPACTION PRIOR TO AGGREGATE BASE PLACEMENT.

AFTER THE SUBGRADE SOIL HAS BEEN COMPACTED, PLACE AND COMPACT ACCEPTABLE FILL AS FOLLOWS.

1. SPREAD FILL IN LOOSE LIFTS THAT DO NOT EXCEED 8 INCHES.

2. MOISTURE CONDITION LIFTS TO AT LEAST 1 PERCENTAGE POINT ABOVE THE OPTIMUM MOISTURE CONTENT.

3. COMPACT FILL TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION; COMPACT THE UPPER 6 INCHES OF FILL IN PAVEMENT AREAS TO 95 PERCENT RELATIVE COMPACTION PRIOR TO AGGREGATE BASE PLACEMENT. COMPACT THE PAVEMENT CALTRANS CLASS 2 AGGREGATE BASE SECTION TO AT LEAST 95 PERCENT RELATIVE COMPACTION (ASTM D1557). MOISTURE CONDITION AGGREGATE BASE TO OR SLIGHTLY ABOVE THE OPTIMUM MOISTURE CONTENT PRIOR TO COMPACTION.

8.0 FLEXIBLE TENNIS COURT PAVEMENT:

WE UNDERSTAND THE CITY’S INTENT IS TO RECONSTRUCT THE TENNIS COURT USING HOT MIX ASPHALT PAVEMENT. WE PROVIDE RECOMMENDATIONS BELOW FOR A FLEXIBLE PAVEMENT TENNIS COURT. CRACKING

OF THE TENNIS COURT PAVEMENT CAN BE EXPECTED OVER TIME WITH NORMAL EXPOSURE TO WEATHER, TEMPERATURE CHANGES, AND AGING (ASBA, 2021).

WE RECOMMEND THAT THE TENNIS COURT PAVEMENT CONSIST OF A MINIMUM 1½-INCH-THICK, FINE GRADED (½-INCH MAXIMUM PARTICLE SIZE), ASPHALT CONCRETE PLAYING SURFACE OVER AT LEAST 2½ INCHES OF MEDIUM GRADED (¾-INCH MAXIMUM PARTICLE SIZE) ASPHALT CONCRETE, UNDERLAIN WITH A MINIMUM 1 FOOT OF CALTRANS CLASS 2 AGGREGATE BASE PLACED OVER A MINIMUM 1 FOOT OF NON-EXPANSIVE FILL.

THE ASPHALT CONCRETE MIX DESIGN SHOULD BE TAILORED TO THE LOW-VOLUME TENNIS COURT

APPLICATION, AS RECOMMENDED BY THE AMERICAN SPORTS BUILDERS ASSOCIATION ASPHALT GUIDELINES (ASBA, 2022).

CLASS 2 AGGREGATE BASE AND THE 1 FOOT OF NON-EXPANSIVE FILL SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AT A MINIMUM MOISTURE CONTENT OF OPTIMUM. AS NOTED IN SECTION 5.1 AND 5.2, THE EXISTING AGGREGATE BASE SHOULD NOT BE USED AS PART OF THE CALTRANS CLASS 2 AGGREGATE BASE SECTION DIRECTLY BELOW THE ASPHALT CONCRETE; HOWEVER, THE EXISTING AGGREGATE BASE CAN BE USED AS THE 1 FOOT OF NON-EXPANSIVE FILL.

FOR COUNCIL APPROVAL ONLY
X X X X X X X X X X X X X X X X X X X X X X X X X X 5
LC-2.0

AS SHOWN
KCL

LANDSCAPE

CONSTRUCTION

DETAILS
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT 12345
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ȏ FLLANDGROUP.COM
CRV: 21099

MAHANY PARK

TENNIS COURT

RENOVATIONS
3501 WOODCREEK OAKS BLVD.

ROSEVILLE, CA

CITY OF ROSEVILLE
10 CITY OF ROSEVILLE APPROVAL REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/22
Signature Renewal Date Date XX/XX/XX PRELIMINARY NOT FOR CONSTRUCTION Know what'sbelow.

Call before you dig. R TENNIS COURT SPECIFICATIONS
TENNIS - CONCRETE BAND @ FENCE A

CONCRETE MOWBAND B CD
ASPHALT KEYNOTES 123 E

TENNIS COURT STRIPING AND COLOR FIELDS

TENNIS COURT - NET POST FOOTING

FOR COUNCIL APPROVAL ONLY

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X DI
GRT = 126.40'
INV = 123.55'
DI
GRT = 125.28'
N INV = 119.88'
E INV = 119.94'
DI
GRT = 125.19'
INV = 119.79'
DI
GRT = 125.49'
INV = 122.29'
DI
GRT = 124.97'
INV = 125.07'
DI
GRT = 124.90'
INV = 120.00' E
INV = 120.00' S
INV = 119.57' N

JUNCTION BOX
GRT = 122.43'
INV = 120.43' E&W X X X X X X X X X X X X X X X X X X X X X X X EXISTING 4" TRENCH DRAIN
ON COURT SIDELINES, TYP.

EXISTING 4" TRENCH DRAIN
MATCH EX. RIDGE AT CENTER OF COURTS. ON COURT SIDELINES, TYP.

SLOPE COURTS TO SIDELINES.

MATCH EX. RIDGE AT CENTER OF COURTS.

SLOPE COURTS TO SIDELINES. 6
LG-1.0
1"=20'-0"
KCL

LANDSCAPE

GRADING & DRAINAGE
PLAN
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT 12345
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ȏ FLLANDGROUP.COM
CRV: 21099

MAHANY PARK

TENNIS COURT

RENOVATIONS
3501 WOODCREEK OAKS BLVD.

ROSEVILLE, CA

CITY OF ROSEVILLE
10 CITY OF ROSEVILLE APPROVAL REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/22
Signature Renewal Date Date XX/XX/XX PRELIMINARY NOT FOR CONSTRUCTION Know what'sbelow.

Call before you dig. R

1. CONTRACTOR IN INSTALL NEW COURTS TO MATCH EXISTING GRADES.

2. CONTRACTOR TO ENSURE THAT EXISTING 4" TRENCH DRAIN SURROUNDING COURTS IS FUNCTIONAL. IF

ANY EXISTING DRAINAGE LINE OR INLET IS DAMAGED DURING CONSTRUCTION, CONTRACTOR TO REPAIR AND REPLACE.

2. EXISTING DRAIN LINES, DRAIN INLETS, MANHOLES, ETC. ARE APPROXIMATE. VERIFY LOCATION IN FIELD.

3. IF ANY OF THE CONSTRUCTION WORK REQUIRED BY THESE PLANS SHOULD UNDERMINE ANY STREET

CURBS, GUTTERS OR SIDEWALKS THEN THE CONTRACTOR WILL BE REQUIRED TO PLACE CONCRETE SLURRY IN THE UNDERMINED AREAS TO THE SATISFACTION OF THE LOCAL GOVERNING AGENCY.

4. ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE STORED BEHIND STREET CURB AND GUTTERS.

NO STORAGE WILL BE ALLOWED IN THE ROADWAYS AT ANY TIME.

5. NO OPEN TRENCHES SHALL BE ALLOWED TO REMAIN OPEN (EXCEPT DURING ACTIVE CONSTRUCTION WITH ADEQUATE SAFETY MEASURES IN PLACE) IN THE ROAD TRAVEL WAYS OR WITHIN 4 FEET OF THE EDGE OF PAVEMENT.

6. IF LIME TREATMENT MATERIAL IS ENCOUNTERED DURING LANDSCAPE CONSTRUCTION, CEASE ALL WORK AND NOTIFY LANDSCAPE ARCHITECT, AND PROJECT CONSTRUCTION REPRESENTATIVE.

FINISH GRADING & DRAINAGE NOTES

FOR COUNCIL APPROVAL ONLY

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 36' 12' 36'
10'-9" 11'-6"
20'-3"
78'
20'-3"
36' 12' 36' 12' 36' 12' 36'
78'
11'-8" 11'-8"
20'-5"
20'-5"
22'-9"
19'-6"
6'
6' 6'
6' 7
LL-1.0
1"=20'-0"
KCL

LANDSCAPE
LAYOUT
PLAN
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT 12345
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ȏ FLLANDGROUP.COM
CRV: 21099

MAHANY PARK

TENNIS COURT

RENOVATIONS
3501 WOODCREEK OAKS BLVD.

ROSEVILLE, CA

CITY OF ROSEVILLE
10 CITY OF ROSEVILLE APPROVAL REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/22
Signature Renewal Date Date XX/XX/XX PRELIMINARY NOT FOR CONSTRUCTION Know what'sbelow.

Call before you dig. R

1. CONTRACTOR TO CENTER NEW COURTS BETWEEN EXISTING FENCE LINES. DIMENSION SHALL BE 12' BETWEEN EACH COURT. DIMENSIONS TO SIDELINES AND ENDLINES CAN VARY SLIGHTLY DUE TO EXISTING FENCE LAYOUT.

2. COMPLY WITH ALL LOCAL CODES AND ORDINANCES. IF THERE IS A CONFLICT, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT/PROJECT MANAGER IMMEDIATELY IN WRITING.

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION OF ANY UNDERGROUND UTILITIES. DAMAGE CAUSED BY THE CONTRACTOR'S OPERATION SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY OF ROSEVILLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS OF SUCH REPAIRS.

4. VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING W0RK. NOTIFY LANDSCAPE ARCHITECT/PROJECT MANAGER IF THERE ARE SUBSTANTIAL DISCREPANCIES.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT NO ADDITIONAL COST TO THE CITY OF

ROSEVILLE, ANY EXISTING LANDSCAPE AREA, CONCRETE SIDEWALK, CONCRETE CURB OR OTHER PUBLIC

IMPROVEMENT DESIGNATED TO REMAIN WHICH IS DAMAGED AS A RESULT OF THE CONTRACTOR'S CONSTRUCTION OPERATIONS.

6. ALL MATERIALS AND FINISHES SHALL BE PER THE DRAWINGS, DETAILS AND SPECIFICATIONS. SOME MATERIALS MAY REQUIRE A SEVERAL WEEK ORDER LEAD TIME. CONTRACTOR IS RESPONSIBLE FOR

DETERMINING ANY AND ALL ORDERING LEAD TIMES AND PROVIDING REQUIRED MATERIALS AT THE PROJECT SITE IN A TIMELY MANNER. NO UNAPPROVED SUBSTITUTIONS WILL BE ALLOWED. CONTACT THE LANDSCAPE ARCHITECT/ PROJECT MANAGER IMMEDIATELY IF A SPECIFIED MATERIAL IS NOT AVAILABLE.

LAYOUT NOTES

FOR COUNCIL APPROVAL ONLY

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X EX. IRRIGATION SYSTEM TO REMAIN, TYP. EX. IRRIGATION SYSTEM TO REMAIN, TYP.

EX. IRRIGATION VALVE
TO REMAIN, TYP.

EX. IRRIGATION MAINLINE
TO REMAIN, TYP.

ABANDON VALVES #52 AND #53.

REMOVE EX. HEADS AND LATERALS ON VALVE
#54. INSTALL NEW HEADS AND LATERALS.

ABANDON VALVE #60 ADJACENT TO COURT. MOVE
SPRINKLERS ON CENTER ROW VALVE #61 TO NEW
MOWSTRIP. INSTALL RAINBIRD R-VAN24 ON
EXISTING VALVES #61 AND #62.

CONVERT TOP (VALVE #46) AND BOTTOM (VALVE #48) ROW
OF HEADS TO RAINBIRD R-VAN24. ONLY INSTALL EVERY
OTHER HEAD - CAP OTHER SPRINKLERS. ABANDON CENTER
ROW (VALVE # 47)
ABANDON VALVES #58 AND #59.
#60
#61
#62
#48 #47 #46
#59 #58 #57 #56
#55
#54
#50
#53 #52
VALVE #50. MOVE ROW OF SPRINKLERS ADJACENT
TO COURT EAST TO NEW MOWSTRIP. ADJUST
CENTER ROW OF HEADS TO NEW MIDDLE .

REMOVE EX. HEADS AND LATERALS ON VALVE
#55. INSTALL NEW HEADS AND LATERALS. 3 4" 3 4"
1" 3 4" 1" 3 4" 3 4" 1" 3 4" 3 4" TU H
1" 18.1
54 4,745 SF
TU H
1" 18.1
55 4,745 SF 3 4" 11 2" 1" 11 2" 8
LI-1.0
1"=20'-0"
KCL

LANDSCAPE

IRRIGATION
PLAN
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT 12345
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ȏ FLLANDGROUP.COM
CRV: 21099

MAHANY PARK

TENNIS COURT

RENOVATIONS
3501 WOODCREEK OAKS BLVD.

ROSEVILLE, CA

CITY OF ROSEVILLE
10 CITY OF ROSEVILLE APPROVAL REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/22
Signature Renewal Date Date XX/XX/XX PRELIMINARY NOT FOR CONSTRUCTION Know what'sbelow.

Call before you dig. R NOTE:

CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE EXISTING PLANT MATERIAL AND IRRIGATION SYSTEM TO REMAIN. THE IRRIGATION SYSTEM SHALL REMAIN FUNCTIONAL FOR THE PLANT MATERIAL TO REMAIN. CONTRACTOR IS RESPONSIBLE TO REPLACE / REPAIR ANY PLANT MATERIAL OR IRRIGATION COMPONENTS DAMAGED DURING CONSTRUCTION.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI
RAIN BIRD R-VAN24 RD-12-SAM-P45
SHRUB ROTARY, 17`-24` 45-270 DEGREES AND 360 DEGREES.

HAND ADJUSTABLE MULTI-STREAM ROTARY W/RD1800 SHRUB
SPRAY BODY ON 12" POP-UP, WITH CHECK VALVE AND 45 PSI
IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED
INLET.
35 SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI
RAIN BIRD 5006-PL-PC, FC-SAM-R
TURF ROTOR, 6" POP-UP WITH PLASTIC RISER. ADJUSTABLE
AND FULL CIRCLE. STANDARD ANGLE NOZZLE, IN-STEM
PRESSURE REGULATOR, AND FLOW SHUT-OFF DEVICE. WITH
SEAL-A-MATIC CHECK VALVE.
35 SYMBOL MANUFACTURER/MODEL/DESCRIPTION
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
24 ADJ 24 F
Valve Number
Valve Flow
Valve Size
Valve Callout #
#" #
XX
Hydrozone Area
Plant Type
Plant Type
SH-Shrub
TR-Tree
TU-Turf
NM-No Mow
BI-Bioremediation
Sod

IRRIGATION SCHEDULE

FOR COUNCIL APPROVAL ONLY
9 LI-2.0

AS SHOWN
KCL

LANDSCAPE

IRRIGATION

NOTES & DETAILS
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT 12345
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ȏ FLLANDGROUP.COM
CRV: 21099

MAHANY PARK

TENNIS COURT

RENOVATIONS
3501 WOODCREEK OAKS BLVD.

ROSEVILLE, CA

CITY OF ROSEVILLE
10 CITY OF ROSEVILLE APPROVAL REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/22
Signature Renewal Date Date XX/XX/XX PRELIMINARY NOT FOR CONSTRUCTION Know what'sbelow.

Call before you dig. R REMOTE CONTROL VALVE A
NOT TO SCALE PR-21099-15

PIPE TRENCH B
NOT TO SCALE PR-21099-06
POP-UP SPRAY C NOT TO SCALE PR-21099-08

1. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUNDCOVER AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1" ABOVE FINISH GRADE.

2. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN TURF AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS FLUSH WITH ADJACENT SIDEWALK OR CURB.

3. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS.

4. ALL SPRINKLERS SHALL BE INSTALLED WITH A 'CHECK VALVE' TO PREVENT DRAINAGE FROM SPRINKLER HEAD WHEN THE SPRINKLER IS OFF. DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEADS WILL NOT BE ALLOWED.

5. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE OF XX PSI AND THE MAXIMUM FLOW OF XX GPM AS SHOWN ON THE IRRIGATION DRAWINGS AT THE METER OR POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT PRESSURE DIFFERENCES ARE NOT

REPORTED PRIOR TO THE START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.

6. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE

THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER.

7. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES.

8. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER-SPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST

DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM.

9. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT

OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.

10. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN THE DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES.

11. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC.

12. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL OTHER PAVED AREAS.

13. CONTRACTOR SHALL PROGRAM IRRIGATION CONTROLLER TO OPERATE AS FOLLOWS POST-CONSTRUCTION: SPRAY VALVES SHALL ONLY BE TURNED ON BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. BUBBLER AND DRIP VALVES CAN OPERATE AT ANY TIME.

14. PER MWELO, IRRIGATION HEADS MUST BE PLACED SO THAT HARDSCAPED AREAS DRAIN TOWARD LANDSCAPED AREAS, AND WITH NO OVERSPRAY. OTHERWISE A SETBACK FROM HARDSCAPE OF 24" MINIMUM IS REQUIRED.

15. ALL LANDSCAPE AUDITS SHALL BE CONDUCTED BY A THIRD PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR.

16. THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT WITH THE CERTIFICATE OF COMPLETION TO THE RESPONSIBLE LOCAL AGENCY PER WELO REQUIREMENTS.

GENERAL IRRIGATION NOTES

FOR COUNCIL APPROVAL ONLY

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X EX. TREES AND TURF TO REMAIN, TYP.

EX. PLAN MATERIAL TO REMAIN, TYP.

EX. TREES AND TURF TO REMAIN, TYP.

EX. PLAN MATERIAL TO REMAIN, TYP.
10 LP-1.0
1"=20'-0"
KCL

LANDSCAPE

PLANTING
PLAN
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.

CONSULTANT 12345
JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
2140 PROFESSIONAL DRIVE, SUITE 115
ROSEVILLE, CALIFORNIA 95661
916.783.5263 ȏ FLLANDGROUP.COM
CRV: 21099

MAHANY PARK

TENNIS COURT

RENOVATIONS
3501 WOODCREEK OAKS BLVD.

ROSEVILLE, CA

CITY OF ROSEVILLE
10 CITY OF ROSEVILLE APPROVAL REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/22
Signature Renewal Date Date XX/XX/XX PRELIMINARY NOT FOR CONSTRUCTION Know what'sbelow.

Call before you dig. R
NOTE:

CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE EXISTING PLANT MATERIAL AND IRRIGATION SYSTEM TO REMAIN. THE IRRIGATION SYSTEM SHALL REMAIN FUNCTIONAL FOR THE PLANT MATERIAL TO REMAIN. CONTRACTOR IS RESPONSIBLE TO REPLACE / REPAIR ANY PLANT MATERIAL OR IRRIGATION COMPONENTS DAMAGED DURING CONSTRUCTION.

BARK 4,414 SF
3" LAYER OF WALK ON BARK. - PLANT SCHEDULE

FOR COUNCIL APPROVAL ONLY
Project Manual for the
Mahany Tennis Courts
Renovation Project
April 2022
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 can be purchased at the address listed below.

Parks, Recreation & Libraries
316 Vernon Street, Suite 400
Roseville, California 95678
www.roseville.ca.us

FOR COUNCIL APPROVAL ONLY
Parks, Recreation & Libraries
316 Vernon Street, Suite 400
Roseville CA 95678
Notice to Bidders
DATE: April 7, 2022
TO: Prospective Bidders
FROM: Joel De Jong, Park Development Project Manager
RE: Mahany Tennis Courts Renovation Project
Project Description: The City of Roseville is now accepting bid proposals for the Mahany Tennis Courts Renovation project. The scope of work for this project generally includes removal and replacement of the existing asphalt tennis courts, including new concrete curbs, new moisture barriers and associated striping for six total tennis courts. The project also includes renovations to existing irrigation system adjacent to courts. An additive alternate includes installation of grouted cobble around the tennis courts.

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/bids_rfps_rfqs_andrfis.asp. 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 $947,000.

Pre-Bid Meeting: Not applicable.

Questions: All questions prior to the deadline for bid submissions shall be directed to the attention of Joel De Jong via Public Purchase at https://roseville.ca.us/rfp. The deadline for submission of questions and clarifications regarding the Contract Documents is 10 calendar days before the deadline for bid submissions.

Only Addenda issued by the City are binding.

Bid Deadline: Proposals shall be received at the Office of the City Clerk, 311 Vernon Street, Roseville, California, until 3:00 p.m. on May 02, 2022. 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 2021 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.

FOR COUNCIL APPROVAL ONLY
Parks, Recreation & Libraries
Park Development
316 Vernon Street, Suite 400
Roseville CA 95678
Notice to the apparent low bidder for the Mahany Tennis Courts Renovation:

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) with either:
 wet signatures from two corporate officers, or
 wet signature from one corporate office plus the corporate seal

2. Public Works Faithful Performance Bond – fully executed and notarized.

3. Public Works Labor and Materials Payment Bond – fully executed and notarized.

4. Insurance - fully executed and notarized.

The Agreement, bond forms and insurance requirements are contained in this Project Manual.

We will request that all documents be received by May 11, 2022.

Please contact us if you are unable to meet this deadline.

Send completed forms to:

City of Roseville - Parks, Recreation & Libraries Department Attn: Joel De Jong
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.
916.774.5505 phone
916.774.5251 fax
www.roseville.ca.us

FOR COUNCIL APPROVAL ONLY
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

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
NTC - 1
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

CITY OF ROSEVILLE
DEPARTMENT OF _________________
Name of Project:______________________________________________

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 ___________________________ 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 _____________________, 20__ at the Office of the City Clerk located at 311 Vernon Street, Roseville California for the following project:
_____________________________________________________________________________.

A pre-bid meeting will be held at ____________________________________________ ______________________________________________.

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

PARKS, RECREATION & LIBRARIES

MAHANY TENNIS COURTS RENOVATION
MAY 02, 2022
MAY 02 22

MAHANY TENNIS COURTS RENOVATION

N/A - NO PRE-BID MEETING

FOR COUNCIL APPROVAL ONLY
NTC - 2
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
NTC - 3
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 ___, _______________________ 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 A

GENERAL ENGINEERING

FOR COUNCIL APPROVAL ONLY
NTC - 4
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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.

All questions prior to the deadline for bid submissions shall be directed to the attention of ______________________________ via ________________________________ at _______________________________. The deadline for submissions of questions and clarifications regarding the Contract Documents is _______ calendar days before the deadline for

JOEL DE JONG E-MAIL
[email protected]
10 FOR COUNCIL APPROVAL ONLY
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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] bid submissions. Only Addenda issued by the City are binding. ___________________________________
City Clerk, City of Roseville
Dated: _____________________________
Published: __________________________

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

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

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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.

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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,

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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,

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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.

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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.

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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.

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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)

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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.

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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.

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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.

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PROP - 1
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] PROPOSAL TO THE DEPARTMENT OF ________________________
Project:_______________________________________
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 _______________ ____________________________________________________, City of Roseville, California.

This offer shall be irrevocable for a period of sixty (60) Days after the date on which bids are opened.

MAHANY TENNIS COURTS RENOVATION

PARKS, RECREATION & LIBRARIES

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PROP - 2
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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: _______________________________________

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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).

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PROP - 5
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] [LIST OF SUBCONTRACTORS FOLLOWS ON NEXT PAGE.]

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PROP - 6
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

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
PROP - 7
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

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
PROP - 8
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
PROP - 9
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
PROP - 10
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Project ____________________________
Contractor _________________________

SCHEDULE OF BID ITEMS

MAHANY TENNIS COURTS

RENOVATION

FOR COUNCIL APPROVAL ONLY
PROP – 10A

SCHEDULE OF BID ITEMS

MAHANY TENNIS COURTS RENOVATION
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 “Total Lump Sum Bid”. 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 Mahany Tennis Courts Renovation project.

Numerical Base Bid: $
Written Base Bid: dollars and ______
ADD ALTERNATES:

Add Alternate #1 – Landscape and Irrigation Modifications Outside of Tennis Courts Numerical Additive Alternative #1 Bid: $
Written Additive Alternative #1 Bid: dollars and ______ Add Alternate #2 – Grouted Cobble in Lieu of Bark Mulch in Landscape Modifications from AA1 Numerical Additive Alternative #2 Bid: $
Written Additive Alternative #2 Bid: dollars and _

FOR COUNCIL APPROVAL ONLY
PROP – 10B
TOTAL LUMP SUM BID:

Base Bid plus Add Alternate #1 and Add Alternate #2
Numerical Total Lump Sum Bid: $
Written Total Lump Sum Bid: dollars and ______
The additions/deletions sheets (PROP 10C) are required to be completed in their entirety. Failure to do so would be interpreted as an incomplete/non-responsive bid.

The additions/deletions sheets will not be considered for bid award but will be used for contract change orders.

Contractor Name (print or type):

Signature (by authorized representative):

Date: License No.: Class:

FOR COUNCIL APPROVAL ONLY
PROP – 10C

MAHANY TENNIS COURTS RENOVATION
For Additions and Deletions Only.

Contractor shall provide itemized costs as shown below for use during the construction for additions and deletions only.

Unit costs to be listed are based on the project plans, specifications, Parks Construction Standards and 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 SE-5 Fiber Rolls LF
2 SE-10 Storm Drain Inlet Protection EA
3 Clear/Grub SF
4 Demolition SF
5 Grading SF
6 AC pavement SF
7 Multi-part acrylic color and surfacing system SF
8 Tennis net and posts EA
9 Court striping LF
10 36" moisture barrier LF
11 12x16 Concrete curb LF
12 4x12 Concrete mow band LF
13 Turf removal and disposal SF
14 Bark mulch- 3" depth SF
15 Grout set cobble SF
16 Rainbird 5006 Rotor w/ swing joint EA
17 Rainbird 1806 Pop-up with R-Van nozzle w/ swing joint EA 18 PVC Lateral -1” Sch 40 LF
19 Turf- Sod SF
20 Not used
Items 1and 2 are to be consistent with requirements detailed in California Stormwater Quality Association Stormwater Best Management Practice Handbook, latest edition.

FOR COUNCIL APPROVAL ONLY

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 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
PROP - 11
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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
PROP - 12
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

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
PROP - 13
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

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
PROP - 14
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

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
PROP - 15
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

END OF PROPOSAL

FOR COUNCIL APPROVAL ONLY
1 [L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

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
2 [L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
3 [L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 $________ 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 _____ 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
4 [L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
5 [L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

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
6 [L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] APPROVED AS TO FORM:

BY: ______________________________

MICHELLE SHEIDENBERGER
City Attorney
APPROVED AS TO SUBSTANCE:

BY: ______________________________
Print Name:________________________
Title:______________________________

FOR COUNCIL APPROVAL ONLY
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

INSURANCE BROKER INFORMATION PACKET
Project:_______________________________________
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
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

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
INS - 1
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

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 ___________________________________________.

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] and [email protected] b. By fax to (770) 335-5727 and (916) 774-5461
After using one of these methods, please DO NOT send the insurance certificate(s) by mail.

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
INS - 2
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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
INS - 3
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
INS - 4
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
INS - 5
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5. Builder’s Risk/Course of Construction Insurance Is ____ OR Is Not ____ 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

FOR COUNCIL APPROVAL ONLY
INS - 6
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
INS - 7
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
INS - 8
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

PUBLIC WORKS

FAITHFUL PERFORMANCE BOND
(Project: ______________________________________________) 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
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

PUBLIC WORKS

LABOR AND MATERIALS PAYMENT BOND
(Project: ______________________________________________) 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
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

CITY OF ROSEVILLE

GENERAL CONDITIONS
FOR

BUILDINGS AND GROUNDS

FOR COUNCIL APPROVAL ONLY
GC – i
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

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
GC – ii
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC – iii
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC – iv
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC – v
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC – 1:1
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC – 1:2
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC – 1:3
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC – 1:4
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC – 1:5
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC – 1:6
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC – 1:7
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC – 1:8
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC – 1:9
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC – 1:10
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC – 1:11
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC – 2:1
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC – 2:2
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC – 2:3
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC – 2:4
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 GC – 2:5
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC – 2:6
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC – 2:7
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC – 2:8
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC – 2:9
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

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
GC – 2:10
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
GC – 2:11
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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

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GC – 2:13
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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.

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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

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GC – 2:16
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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.

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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

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GC – 2:21
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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.

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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.

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[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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

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GC – 3:2
[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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.

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[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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:

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[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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

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GC – 3:5
[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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

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[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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

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GC – 3:7
[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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,

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GC – 3:8
[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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

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[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] (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.

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[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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.

Valid copies of vendor’s invoices shall substantiate material charges. Such invoices shall be submitted with the daily extra work reports, or if not available, they shall be submitted with subsequent daily extra work reports. Should said vendor’s invoices not be submitted within sixty (60) Days after the date of delivery of the material or within fifteen (15) Days after the Acceptance of the Agreement, whichever occurs first, the City reserves the right to establish the cost of such materials at the lowest current wholesale prices at which said materials were available in the quantities, less any discounts.

The City will compare its records with the completed daily extra work reports furnished by the Contractor and make any necessary adjustments. When these daily extra work reports are agreed upon and signed by both parties, said reports shall become the basis of payment for the work performed, but shall not preclude subsequent adjustment based on a later audit by the City.

The Contractor’s cost records pertaining to Work paid for on a Force Account basis shall be open to inspection or audit by representatives of the City during the life of the Agreement and for a period of not less than three (3) years after the date of Agreement completion and the

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[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Contractor shall retain such records for that period. Where payment for materials or labor is based on the cost thereof to forces other than the Contractor, the Contractor shall make every reasonable effort to insure that the cost records of such other forces will be open to inspection and audit by representatives of the City on the same terms and conditions as the cost records of the Contractor. If an audit is to be commenced more than sixty (60) Days after the date of Acceptance of the Agreement, the Contractor will be given fifteen (15) Days’ notice of the time when such audit is to begin.
3-1.07 COST REDUCTION PROPOSALS. The City encourages the Contractor to submit Cost Reduction Proposals whenever the Contractor identifies areas and/or instances in which there can be savings to the Work. Contractor may submit to the City, in writing, proposals for modifying the plans, Specifications or other requirements of the Agreement for the sole purpose of reducing the total cost of construction, including the time for completion of the Work. The City may consider such Cost Reduction Proposals and, if accepted, the Agreement will be equitably adjusted. The City has no obligation to consider or accept Cost Reduction Proposals.

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 4

CONTROL OF MATERIALS
4-1.01 MATERIALS. The Contractor shall furnish all materials required to complete the Work, except materials that are designated in the Supplemental Conditions to be furnished by the City and materials furnished by the City in accordance with Section 3, “Changes in the Work,” of these General Conditions.

Unless otherwise specified in the Supplemental Conditions, materials furnished by the Contractor for incorporation into the Work shall be new. When the quality or kind of materials, articles, or equipment is not particularly indicated, then the quality or kind thereof shall be similar to those that are indicated.

Articles or materials to be incorporated in the Work shall be stored in such a manner as to insure the preservation of their quality and fitness for the Work, and to facilitate inspection.

All materials which do not conform to the requirements of the Contract Documents as determined by the Director, will be rejected whether in place or not. Rejected material shall be removed immediately from the site of the Work, unless otherwise permitted by the Director. No rejected material, the defects of which have been subsequently corrected, shall be used in the Work, unless approval in writing has been given by the Director. Upon failure of the Contractor to comply promptly with any order of the Director made under these provisions, the Director shall have the authority to cause the removal and replacement of rejected material and to deduct the cost thereof from any moneys due or to become due the Contractor.

Manufacturer's warranties, guaranties, instruction sheets and parts lists, which are furnished with certain materials incorporated in the Work, shall be delivered to the Director

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] before Acceptance of the Contract.

Unless otherwise designated in the Supplemental Conditions or Specifications, materials furnished by the City will be delivered to the job site. Materials furnished by the City that are designated in the Supplemental Conditions as available at locations other than the job site shall be hauled to the site of the Work by the Contractor at its expense, including any necessary loading and unloading that may be involved.

The Contractor will be held responsible for all materials furnished to it, and shall pay all demurrage and storage charges. City-furnished materials lost or damaged from any cause whatsoever shall be replaced by the Contractor. The Contractor will be liable to the Department for the cost of replacing City-furnished material and such costs may be deducted from any moneys due or to become due the Contractor.
4-1.02 PRODUCT AND REFERENCE STANDARDS. When descriptive catalog designations, including manufacturer's name, product brand name, or model number are referred to in the Contract Documents, such designations shall be considered as being those found in industry publications in effect on the day the Notice to Contractors for the Work is dated, except as may be otherwise stated.

When standards or test designations of the Federal Government, trade societies, or trade associations are referred to in the Contract Documents by specific date of issue, these shall be considered as part of the Contract. When such references do not bear a date of issue, the edition in effect on the day the Notice to Contractors for the Work is dated shall be considered as part of the Contract.
4-1.03 SAMPLING AND TESTING OF MATERIALS. Unless otherwise specified, all tests shall be performed in accordance with the methods used by the State

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Department of Transportation (Caltrans) and shall be made by the Director or his or her designated representative.

The State Department of Transportation has developed test methods for testing the quality of materials and Work. These test methods are identified by a California Test followed by the serial number. Copies of individual tests are available at the State Department of Transportation Laboratory, Sacramento, California, and will be furnished to interested persons upon request.

Whenever a reference is made in the Supplemental Conditions to a California Test by number, it shall mean the California test in effect on the day the Notice to Contractors for the Work is dated.

Whenever the Supplemental Conditions provide an option between two (2) or more test methods, the Director will determine the test method to be used.

Whenever a Supplemental Condition, manual, or test designation provides for test reports (such as certified mill test reports) from the manufacturer, copies of such reports, identified as to the lot of material, shall be furnished to the Director. The manufacturer's test reports shall supplement the inspection, sampling and testing provisions of this Section 4-1.03 and shall not constitute a waiver of the City's right to inspect. When material which cannot be identified with specific test reports is proposed for use, the Director may at his or her discretion, select random samples from the lot for testing. Testing specimens from the random samples, including those required for retest, shall be prepared in accordance with the referenced Supplemental Conditions and furnished by the Contractor at its expense. The number of such samples and test specimens shall be entirely at the discretion of the Director.

When requested by the Director, the Contractor shall furnish, without charge, samples of

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] all material entering into the Work, and no material shall be used prior to approval by the Director, except as provided in Section 4-1.04, “Certificates of Compliance,” of these General Conditions.

A. Inspection and Access for Testing. The Contractor shall provide safe access for the Director and his or her inspectors to adequately inspect the quality of Work and conformance with the General and Supplemental Conditions. The Contractor shall provide adequate lighting, ventilation, ladders and other protective facilities as may be necessary for the safe performance of inspections.

The Contractor shall submit samples or specimens of such materials to be furnished or used in the Work as the Director may require. The Contractor shall furnish the Director all necessary labor and facilities for such things as excavation in the compacted fill to depths required to take samples.

Inspections, tests, or favorable review by the Director or others shall not relieve the Contractor from its obligations to perform the Work in accordance with the requirements of the Contract Documents.

Work covered without the favorable review or consent of the Director shall, if required by the Director, be uncovered for examination at the Contractor's expense.

If the Engineer, Architect, or Director considers it necessary or advisable that covered Work be inspected or tested by others, the Contractor, at the Director's request, will uncover, expose or otherwise make available for observation, inspection or testing as the Director may require, that portion of the Work in question, furnishing all necessary labor, materials, tools, and equipment. If it is found that such Work is defective, the Contractor will bear all the expenses of such uncovering, exposure, observation, inspection and testing and of

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] satisfactory reconstruction. If, however, such Work is not found to be defective and the Work was not covered without favorable review of the Director, the Contractor will be allowed an increase in the Contract Price or an extension of the Contract Time, or both, to cover its costs directly attributable to such uncovering, exposure, observation, inspection, testing, and reconstruction and an appropriate Change Order shall be issued.

Whenever the Contractor varies the period during which Work is carried on each Day, the Contractor shall give due notice to the Director so that proper inspection may be provided. Any Work done in the absence of the Director may be subject to rejection. Proper facilities for safe access for inspection to all parts of the Work shall at all times be maintained for the necessary use of the Director and other agents of the City. Authorized representatives and agents of the Director shall be permitted access to inspect all Work and materials wherever it is required for preparation of progress reports, and the Contractor shall provide proper facilities for such access and inspection.

It is the Contractor's responsibility to supervise the Work and complete the project in accordance with the Contract Documents. In the course of managing that effort, the Contractor shall generate its own punch lists as deemed necessary. The Director may prepare punch lists for the Director's own use in communicating with the Contractor; however, the Director shall be under no obligation to prepare punch lists for the Contractor. In general, the Director will prepare punch lists only after the Contractor has given the Director written notice that the subject Work is completed and tested in accordance with the Contract Documents and is ready for operation and/or use and/or occupancy. Failure of the Director to include an item in a punch list shall not relieve the Contractor of its duty to satisfactorily complete all Work required by the Contract Documents.

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Upon Final Completion of the construction Work and request by the Contractor, the Director will conduct a final inspection as a basis for recommending to the City that the Work be accepted.

B. Field and Materials Testing. Where the Supplemental Conditions require Work to be specially field tested or approved, it shall be tested only in the presence of the Director after timely notice of its readiness for inspection and test, and the Work after testing shall be covered up only upon the consent thereto of the Director.

The results of any tests made are for the information of the Director. Regardless of any test results, the Contractor is solely responsible for the quality of workmanship and materials and for compliance with the requirements of the Contract Drawings and Supplemental Conditions.

Except as specifically required under the Supplemental Conditions, all tests by the Director of materials furnished by the Contractor will be done in accordance with commonly recognized standards of national organizations. The Contractor shall furnish such samples of all materials as required by the Director without charge. No material shall be used unless it has been favorably reviewed by the Director.

Where such inspection and testing are to be conducted by an independent Laboratory or agency, the sample or samples of materials to be tested shall be selected by such Laboratory or agency, or the Director, and not by the Contractor.

C. Costs of Testing.

1. Initial Services: The City shall furnish and pay for all initial testing services required by the Contract Documents. When initial tests indicate non-compliance with the Contract Documents, the cost of initial tests associated with that non-compliance will be

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] deducted by the City from the balance owed the Contractor. The Contractor shall furnish samples of materials for testing as may be required by the Director. Such samples shall be furnished without cost to the City.

2. Retesting: When initial tests indicate non-compliance with the Contract Documents, all subsequent retesting occasioned by the non-compliance shall be performed by the same testing Laboratory and the cost thereof will be deducted by the City from the balance owed the Contractor. Contractor shall be billed for each additional test.

3. Contractor Convenience Testing: Inspection or testing performed exclusively for the Contractor's convenience shall be the sole responsibility of the Contractor.

4. Additional Tests and Inspections: When in the opinion of the Director additional tests or inspections are required because of the manner in which the Contractor executes its Work, such tests and inspections shall be paid for by the City, but will be deducted from the Contract Price. Examples of such tests and inspections are tests of materials substituted for previously accepted materials or substituted for specified materials, retests made necessary by failure of material to comply with the requirements of the Specifications, load tests made necessary because of portions of the structure not fully meeting Specifications or plan requirements, etc.
4-1.04 CERTIFICATES OF COMPLIANCE. A Certificate of Compliance shall be furnished prior to the use of any materials for which the Supplemental Conditions require that such a Certificate be furnished. In addition, the Director may permit the use of certain materials or assemblies prior to sampling and testing if accompanied by a Certificate of Compliance. The Certificate shall be signed by the manufacturer of the material or the manufacturer of assembled materials and shall state that the materials involved comply in all

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] respects with the requirements of the Supplemental Conditions. A Certificate of Compliance shall be furnished with each lot of such materials delivered to the Work and the lot so certified shall be clearly identified in the Certificate.

All materials used on the basis of a Certificate of Compliance may be sampled and tested at any time. The fact that material is used on the basis of a Certificate of Compliance shall not relieve the Contractor of responsibility for incorporating material in the Work which conforms to the requirements of the Contract Documents and any such material not conforming to such requirements will be subject to rejection whether in place or not.

The Department reserves the right to refuse to permit the use of material on the basis of a Certificate of Compliance.

The form of the Certificate of Compliance and its disposition shall be as directed by the Director.

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 5

LEGAL RELATIONS AND RESPONSIBILITY
5-1.01 LAWS TO BE OBSERVED. The Contractor shall keep informed of and observe, and comply with and cause all of its agents and employees to observe and comply with, all prevailing Federal and State laws, and rules and regulations made pursuant to said Federal and State laws, and county and municipal ordinances, and regulations, which in any way affect the conduct of the Contract. If any conflict arises between provisions of the Contract and any such law above referred to, the Contractor shall notify the Director at once in writing. To the fullest extent allowed by law, the Contractor shall defend, indemnify, and save and hold harmless the City or any of its officers, agents, employees, and volunteers against any claim or liability arising from or based on the violation of any such law, rule, or regulation, whether by itself or its agents or employees.
5-1.02 HOURS OF LABOR. Eight (8) hours labor constitutes a legal Day's work. The Contractor or Subcontractor shall, as a penalty to City, forfeit Twenty-five Dollars ($25) for each worker employed in the execution of the contract by the respective Contractor or Subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one (1) calendar day and forty (40) hours in any one (1) calendar week in violation of the provisions of the Labor Code, and in particular, Section 1810 to Section 1815, thereof, inclusive, except that Work performed by employees of Contractors in excess of eight (8) hours per day, and forty (40) hours during any one (1) week, shall be permitted upon public work upon compensation for all hours worked in excess of eight (8) hours per day at not less than one and one-half (1-1/2) times the basic rate of pay, as provided in said

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Section 1815. In addition, Contractor and/or its Subcontractors may be required to pay double the basic rate of pay for all hours worked in excess of twelve (12) hours in any workday and under other circumstances. (See California Code of Regulations, Title 8, Sections 16100(c)(6) and (16200(a)(3)(F) and applicable Department of Industrial Relations prevailing wage determinations.)
5-1.03 NONDISCRIMINATION.

A. Attention is directed to Labor Code Section 1735, which reads as follows:
“A contractor shall not discriminate in the employment of persons upon public works on any basis listed in subdivision (a) of Section 12940 of the Government Code, as those bases are defined in Sections 12926 and 12926.1 of the Government Code, except as otherwise provided in Section 12940 of the Government Code. Every Contractor for public works who violates this section is subject to all the penalties imposed for a violation of this chapter.” B. During the performance of this Contract, Contractor and its Subcontractors shall not unlawfully discriminate against any employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation, or military and veteran status. The Contractor and Subcontractors shall insure that the evaluation and treatment of their employees and applicants for employment are free of such discrimination. The Contractor and Subcontractors shall comply with the provisions of the California Fair Employment and Housing Act (Government Code §12900, et seq.) and the applicable regulations promulgated thereunder (California Code of Regulations, Title 2, §7285.0 et seq.) and other applicable State and Federal regulations and City

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] policies pertaining to nondiscrimination and affirmative action which are incorporated into this Agreement by reference and made a part hereof as if set forth in full. The Contractor and its Subcontractors shall give written notice of their obligations under this clause to labor organizations with which they have a collective bargaining or other agreement.

C. Contractor shall include the nondiscrimination and compliance provisions of this clause in all subcontracts to perform Work under the agreement. 5-1.04 PREVAILING WAGE. The Contractor and any Subcontractor shall comply with Labor Code Sections 1770 et seq. In accordance with said Section 1775 the Contractor and any Subcontractor under the Contractor shall, as a penalty, forfeit to the state or City not more than $200 for each calendar day or portion thereof, for each worker paid less than the prevailing rate as determined by the Director of Industrial Relations for the work or craft in which such worker is employed for under the Contract by the Contractor or by any Subcontractor under the Contractor.

The amount of the penalty shall be determined by the Labor Commissioner based on consideration of both of the following: (a) whether the failure to pay the correct rate of per diem wages was a good-faith mistake and, if so, whether the error was promptly and voluntarily corrected when brought to the attention of the Contractor or Subcontractor; and (b) whether the Contractor or Subcontractor has a prior record of failing to meet its prevailing wage obligations.

The penalty may not be less than forty dollars ($40) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, unless the failure of the Contractor or Subcontractor to pay the correct rate of per diem wages was a good faith mistake and, if so, the error was promptly and voluntarily corrected when brought to the attention of the Contractor or Subcontractor.

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] The penalty may not be less than eighty dollars ($80) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, if the Contractor or Subcontractor has been assessed penalties within the previous three (3) years for failing to meet its prevailing wage obligations on a separate contract, unless those penalties were subsequently withdrawn or overturned.

The penalty may not be less than one hundred twenty dollars ($120) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, if the Labor Commissioner determines that the violation was willful, as defined in subdivision (c) of Section 1777.1 of the Labor Code.

If the amount due under this section is collected from the Contractor or Subcontractor, any outstanding wage claim under Chapter 1 (commencing with Section 1720) of Part 7 of Division 2 of the Labor Code against the Contractor or Subcontractor shall be satisfied before applying that amount to the penalty imposed on that Contractor or Subcontractor pursuant to this section.

The determination of the Labor Commissioner as to the amount of the penalty shall be reviewable only for an abuse of discretion.

In addition to said penalty, the difference between such stipulated prevailing wage rates and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the stipulated prevailing wage shall be paid to each worker by the Contractor or Subcontractor.

If a worker employed by a Subcontractor on a public works project is not paid the general prevailing per diem wages by the Subcontractor, the Contractor is not liable for any penalties described above unless the Contractor had knowledge of that failure of the Subcontractor to pay

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] the specified prevailing rate of wages to those workers or unless the Contractor fails to comply with all of the following requirements:

1. The contract executed between the Contractor and the Subcontractor for the performance of work on the public works project shall include a copy of the provisions of Sections 1771, 1776, 177.5, 1813, and 1815 of the Labor Code.

2. The Contractor shall monitor the payment of the specified general prevailing rate of per diem wages by the Subcontractor to the employees, by periodic review of the certified payroll records of the Subcontractor.

3. Upon become aware of the Subcontractor’s failure to pay its workers the specified prevailing rate of wages, the Contractor shall diligently take corrective action to halt or rectify the failure, including, but not limited to, retaining sufficient funds due the Subcontractor for work performed on the public works project.

4. Prior to making final payment to the Subcontractor for work performed on the public works project, the Contractor shall obtain an affidavit signed under penalty of perjury from the Subcontractor that the Subcontractor has paid the specified general prevailing rate of per diem wages to its employees on the public works project and any amount due pursuant to 1813 of the Labor Code.

Pursuant to Section 1775 of the Labor Code, the Division of Labor Standards Enforcement shall notify the Contractor on a public works project within fifteen (15) Days of the receipt by the Division of Labor Standards Enforcement of a complaint of the failure of a Subcontractor on that public works project to pay workers the general prevailing rate per diem wages.

Pursuant to the provisions of California Labor Code Section 1773, the City has obtained

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] the general prevailing rate of wages applicable to the categories of workers the City anticipates will be utilized for this project for straight time, overtime, Saturday, Sunday, and holiday Work.

The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification or type of worker concerned or, if no collective bargaining applies, those holidays identified in Government Code Section 6700.

These 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, which is incorporated herein as a part of this Contract.

Pursuant to Labor Code Section 1773.2, the general prevailing wage rates set forth above, which forms a part of this Contract, shall be posted by the Contractor at a prominent place at the site of the Work.

Pursuant to Labor Code Section 1773.6 and California Code of Regulations Section 16204, Title 8, changes in general prevailing wage determinations shall apply to the project only if issued by the Director of Industrial Relations prior to the City’s bid issuance date.

The City will not recognize any claim for additional compensation because of the payment by the Contractor of any wage rate in excess of the prevailing wage rate set forth in the Contract. The possibility of wage increases is one of the elements to be considered by the Contractor in determining its Bid, and will not under any circumstances be considered as the basis of a claim against the City or Contract.

When both California and Federal prevailing wage rates apply, the Contractor and any Subcontractors shall pay their workers the higher of the two rates. The Contractor and any Subcontractors shall insert this clause in any lower tier contract. 5-1.05 REGISTRATION REQUIRED AS QUALIFICATION TO BID.

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 contractor 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. 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 public work pursuant to Section 1725.5.
5-1.06 PAYROLL RECORDS. The Contractor's attention is directed to the following provisions of Labor Code Section 1776. The Contractor shall be responsible for the compliance with these provisions by its Subcontractors.

A. The Contractor and each Subcontractor shall keep accurate and current payroll records, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by it in connection with the public work. Each payroll record shall contain or be verified by a written declaration that is made under penalty of perjury, stating both of the following:

1. The information contained in the payroll record is true and correct.

2. The employer has complied with the requirements of Section 1771, 1811, and 1815 for any work performed by his or her employees on the public works project.

B. The payroll records enumerated under subdivision (A) shall be available for inspection at all reasonable hours at the principal office of the Contractor on the following

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] basis:

1. A certified copy of an employee's payroll record shall be made available for inspection or furnished to such employee or his or her authorized representative on request.

2. A certified copy of all payroll records enumerated in subdivision (A) shall be made available for inspection or furnished upon request to a representative of the City, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations. The City reserves the right to withhold any progress payments to the Contractor in the event of noncompliance with the subsection.

3. A certified copy of all payroll records enumerated in subdivision (A) shall be made available upon request by the public for inspection or for copies thereof.

However, a request by the public shall be made through either the City, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. The public shall not be given access to such records at the principal office of the Contractor.

C. The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or shall contain the same information as the forms provided by the Division.

D. Each Contractor shall file a certified copy of the records enumerated in subdivision (A) with the entity that requested the records within ten (10) Days after receipt of a written request.

E. Any copy of the records made available for inspection as copies and furnished upon request to the public or any public agency by the City, the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement shall be marked or

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] obliterated to prevent disclosure of an individual's name, address and social security number.

The name and address of the Contractor awarded the Contract or Subcontractor performing the Contract shall not be marked or obliterated. Any copy of records made available for inspection by, or furnished to, a joint labor-management committee established pursuant to the federal Labor Management Cooperation Act of 1978 (Section 175a of Title 29 of the United States Code) shall be marked or obliterated only to prevent the disclosure of an individual’s name and social security number. A joint labor-management committee may maintain an action in a court of competent jurisdiction against an employer who fails to comply with Section 1774. The court may award restitution to an employee for unpaid wages and may award the joint labormanagement committee reasonable attorneys’ fees and costs incurred in maintaining the action.

An action under this subdivision may not be based on the employer’s misclassification of the craft of a worker on its certified payroll records. Nothing in this subdivision limits any other available remedies for a violation of this section.

F. The Contractor shall inform the City of the location of the records enumerated under subdivision (A), including the street address, city and county, and shall, within five (5) business days, provide a notice of a change of location and address.

G. The Contractor shall have ten (10) Days in which to comply subsequent to receipt of written notice requesting the records enumerated in subdivision (A). In the event that the Contractor or Subcontractor fails to comply within the ten (10) Day period, the Contractor shall, as a penalty to the State or City, forfeit twenty-five ($25) Dollars for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, these penalties shall be withheld from any progress payment or final payment then due. A contractor

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] is not subject to a penalty assessment pursuant to this section due to the failure of a Subcontractor to comply with this section.
5-1.07 SAFETY REQUIREMENTS. It is the intent of the parties that the City is not an exposing, creating, controlling, or correcting employer under California Labor Code Section 6400. In accordance with generally accepted construction practices and State law, the Contractor shall have the authority and be solely and completely responsible for conditions on the Work Site, including safety of all persons and property during performance of the Work.

Moreover, the Contractor shall be the controlling employer and has the authority and responsibility to enforce Work Site safety. The Contractor shall be responsible for conducting daily safety inspections and assuring all hazards and violations are abated. The Contractor is responsible for assuring that all Subcontractors adhere to the minimum Cal/OSHA safety requirements and that each Subcontractor has an effective Cal/OSHA IIPP (Illness and Injury Prevention Program) in place that specifically addresses all potential exposures, such as, but not limited to, fall protection, confined space, and trenching/shoring. These requirements shall apply continuously and not be limited to normal working hours. The Contractor shall be responsible for any delay costs or damages in the event the progress of Work is slowed or stopped due to a safety violation.

The Contractor shall designate a safety officer and have in place a health and safety plan in accordance with the laws of State of California and conduct safety meetings and document them in accordance with the law. The Contractor shall have the safety record available for inspection during working hours and shall submit job site safety meeting reports with each Application for Payment.

Prior to Contractor commencing construction project work on City property, Contractor

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GC - 5:11
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] shall make available copies of its Health and Safety Plan (HASP) that meets or exceeds applicable Cal/OSHA regulations. The Contractor’s HASP shall also meet or exceed the requirements of any applicable City-wide or departmental specific Injury and Illness Prevention Programs (IIPP) and other HASP programs, procedures, and plans. Potentially applicable HASP programs, procedures, and plans include, but are not limited to, the following:

1. Bloodborne Pathogens Exposure Control Plan;

2. Confined Space Entry Procedure;

3. Electrical Safety Program (Lockout/Tagout);

4. Emergency Action Plans (Site Specific);

5. Fire Prevention Plans (Site Specific);

6. Hazardous Waste Operations Emergency Response Plan (or Equivalent);

7. Hazard Communication Program (SDS’s and Right-to-Know training);

8. Heat Illness & Prevention Plan;

9. Hearing Conservation Program;

10. Hot Work/Welding Procedure;

11. Job Hazard Analyses/Standard Operating Procedures;

12. Traffic Control & Flagging;

13. Excavation/Dig Safe Procedure;

14. Fall Protection Plan;

15. Personal Protective Equipment Plan;

16. Respirable Crystalline Silica Exposure Control Plan;

17. Respirator Program;

18. Soils Management Plan (for contaminated soils); and

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

19. Transite (Asbestos) Pipe Work Procedure.

Additionally, Contractor shall be responsible for complying with all City-wide and departmental specific safety requirements as identified in the Supplemental Conditions or presented at a pre-construction meeting.

Contractor shall inform City in advance of the quantity of chemical(s) to be used for the project and the total quantity of chemical(s) that will be brought onto City property. In addition, Contractor shall provide City with one copy of the Safety Data Sheet (SDS) for each chemical expected to be used to complete the project and for each chemical brought to the Work Site, regardless of whether such chemicals are ultimately used for the project.

The services of the Director in conducting construction review of the Contractor's performance is not intended to include review of the adequacy of the Contractor's Work methods, equipment, bracing or scaffolding, or safety measures, in, on, or near the construction site. If a City employee observes a safety violation, the City employee will report the violation to the Contractor who is then responsible for assuring the violation is abated.

The Contractor is hereby informed that Work on this project could be hazardous. The Contractor shall carefully instruct all personnel working in potentially hazardous Work areas as to potential dangers and shall provide such necessary safety equipment and instructions as are necessary to prevent injury to personnel and damage to property. Special care shall be exercised relative to Work underground.

All Work and materials shall be in strict accordance with all applicable State, City, County, and Federal Rules, Regulations, and Codes, and attention is drawn to the requirements of Cal/OSHA. The Contractor shall be solely responsible for compliance with all City, County and State blasting requirements and for any damages caused by its operations.

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] To ensure compliance with California Labor Code Section 6705, the Contractor shall submit to the City, at least five (5) Days in advance of excavation of any trench five feet (5’) or more in depth, Working Drawings to the Director showing the design of shoring, bracing, sloping and other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. If such Working Drawings vary from the shoring system standards established by the Cal/OSHA Construction Safety Orders of the Division of Industrial Safety, the plan shall be prepared and signed by a registered civil or structural engineer in the State of California. This in no way relieves the Contractor from the requirement of maintaining safety in all operations performed by the Contractor or the Contractor's Subcontractors and nothing in this section shall be deemed to allow the use of a shoring, sloping or protective system less effective than that required by the Cal/OSHA Construction Safety Orders of the Division of Industrial Safety Contractor’s Working Drawings shall be subject to approval insofar as the details affect the character of the finished Work and for compliance with design requirements applicable to the construction when specified or called for, but details of the design will be left to Contractor who shall be responsible for the successful construction of the Work. The City shall approve Working Drawings before any Work involving such drawings is performed. Approval and/or acceptance by the City or its designated agent only constitutes acknowledgment of the submission and does not constitute review or approval of the designs, design assumptions or criteria, completeness of submissions, applicability to areas of intended use, nor implementation of the plans, which are solely the responsibility of the Contractor and its registered engineer.

The Contractor shall perform its Work as not to expose personnel to, or to discharge into the atmosphere from any source whatever, smoke, dust, asbestos, toxic chemicals or other air

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] contaminants in violation of the laws, rules, and regulations of the governmental entities having jurisdiction and shall bear full and exclusive responsibility for any release of hazardous or nonhazardous chemicals or substances during the course of the Work. The Contractor shall immediately report any such release to the City. The Contractor shall be solely responsible for all claims and expenses associated with the response to, removal and remediation of the release, including, without limitation, payment of any fines or penalties levied against the City by any agency as a result of such release and shall defend, indemnify, and save and hold harmless the City, its officers, agents, employees, and volunteers from any claims arising from such release.

For purposes of this section only, the term “claims” shall include:

1. All notices, orders, directives, administrative or judicial proceedings, fines, penalties, fees, or charges imposed by any governmental agency with jurisdiction; and

2. Any claim, cause of action, or administrative or judicial proceeding brought against the City, its officers, agents, employees, and volunteers for any loss, cost (including reasonable attorneys’ fees), damage or liability, sustained or suffered by any person or entity, including the City.

If the performance of the Work creates any hazardous wastes, those wastes shall be properly disposed of according to federal, state, and local laws, at the expense of the Contractor.

The Contractor shall dispose of the wastes under its own EPA Generator Number. In no event shall the City be identified as the generator. The Contractor shall notify the City of any such hazardous wastes and the City reserves the right to a copy of the results of any tests conducted on the wastes, and, at its cost, to perform additional tests or examine those wastes, prior to disposition. The Contractor shall defend, indemnify, and save and hold harmless the City, its

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GC - 5:15
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] officers, agents, employees, and volunteers from any claims arising from the disposal of the hazardous wastes, regardless of the absence of negligence or other malfeasance by the Contractor. Disposal of all Hazardous Materials must be done in accordance with all laws and regulations. Copies of required regulatory documentation including copies of final manifests shall be supplied to the City.

Contractors or Subcontractors removing one hundred or more square feet (100') of asbestos must be “Certified” in accordance with State law. All Work involving exposure to asbestos and all other hazardous materials shall be performed with protection of personnel in compliance with all applicable regulations and safety requirements including, but not limited to, California Code of Regulations Section 1529, Title 8.

Nothing in these General Conditions is to be construed to permit Work not conforming to governing codes. When Contract Documents differ from governing codes, the Contractor shall furnish and Install the higher standards called for without extra charge. 5-1.08 SUBSURFACE EXCAVATIONS, NOTIFICATION. The Contractor shall contact the regional notification center, “Underground Service Alert,” and schedule its Work to allow ample time for the center to notify its members and, if necessary, for any member to field locate and mark its facilities. Without limiting the foregoing, the Contractor’s attention is directed to Government Code Sections 4216 to 4216.9, and in particular Section 4216.2. 5-1.09 PUBLIC SAFETY. The Contractor shall assume all responsibility for public safety during the performance of its Work, and all costs arising therefrom shall be included in the Contract Price. Whenever the Contractor’s operations create a condition hazardous to traffic or to the public, it shall furnish, erect and maintain, at its expense, such fences, barricades, lights, signs, and other devices and take such other protective measures as are

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] necessary to prevent accidents or damage or injury to the public. The Contractor shall establish the pedestrian detours with comparable lighting to the original pedestrian areas. The Contractor shall arrange for such flaggers as are necessary to give adequate warning to traffic or to the public of any dangerous conditions affecting traffic. For Work in a public right-of-way, the Contractor shall comply with the rules and regulations of the State, County, or local agency that owns the right-of-way.

The Contractor shall promptly and fully comply with and carry out, and shall without separate charge therefor to the City, all safety and first aid requirements prescribed by all applicable Federal, State, and local laws and regulations, rules, and orders. The Work shall be done in a safe manner; and the Contractor shall safeguard the safety and health of its employees, Subcontractors, and the people of local communities. The Contractor shall also be reasonable for ensuring that its Subcontractors comply with the provisions of this section.

Upon the failure of the Contractor to comply with any of the requirements of this section, the City shall have the authority, but not the duty, to stop the Work until such failure is remedied.

The Contractor shall not be entitled to an adjustment of the Contract Time or an increase in the Contract Price due to any such suspensions.

When required by the Contract Documents, the Contractor shall construct, maintain, and remove detours for use of public traffic, without additional cost to the City, unless separate payment is specified in the Special Provisions.

The failure or refusal of the Contractor to construct and maintain detours at the proper time shall be sufficient cause for closing down the work until such detours are in satisfactory condition for use by public traffic.

Due care shall be exercised to avoid injury to existing improvements or facilities, utility

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] facilities, adjacent property and trees, shrubs, and other plants that are not to be removed.

Trees, shrubs and other plants that are not to be removed, and pole lines, fences, signs, survey markers and monuments, buildings and structures, conduits, pipe lines, sewer and waterlines, highway facilities, and any other improvements or facilities, under or above ground, that are within or adjacent to the work limit line shall be protected from injury or damage, and the Contractor shall provide and Install suitable safeguards to protect such objects from injury or damage. If such objects are injured or damaged by reason of the Contractor’s operations, they shall be replaced or restored at the Contractor’s expense. The facilities shall be replaced or restored to a condition as good as when the Contractor entered upon the Work Site, or as good as required by the Contract Documents if any such objects are part of the Work. The City may make or cause to be made such temporary repairs as are necessary to restore to service any damaged facility. The cost of such repairs shall be borne by the Contractor, and the costs may be deducted from any monies due or to become due to the Contractor under the Agreement.

The fact that any underground facilities is not shown on the Contract Drawings shall not relieve the Contractor of its responsibility pursuant to “Utility Facilities” in Section 2-1.12 elsewhere in the Contract Documents. It shall be the Contractor’s responsibility, pursuant thereto, to ascertain the location of such underground improvements or facilities, which may be subject to damage by reason of its operations.

Full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the Work involved in protecting or repairing property as specified in this section, shall be considered as included in the prices paid for the various Contract items of work and no additional compensation will be allowed therefor. 5-1.10 EMERGENCIES. In an Emergency affecting the safety of life, the

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Work, or adjoining property, the Contractor, without special instructions or authorization from the City, shall act at its discretion to prevent such threatened loss or injury. In such an Emergency, the Contractor may perform such additional work as is reasonably required. Any compensation claimed by the Contractor on account of Work performed to an Emergency shall be determined in accordance with the provisions relating to Force Account payment contained elsewhere in the Contract Documents.
5-1.11 APPRENTICES. Attention is directed to Labor Code Sections 1777.5, 1777.6 and 1777.7 and Title 8, California Code of Regulations Section 200 et seq. In accordance with Section 1777.5, the Contractor shall secure the necessary certificates and shall contribute to the apprenticeship fund or funds, a provided therein. The Contractor shall require each Subcontractor who will perform work or labor or render service to the Contractor in or about the construction of the work to fully comply with Sections 1777.5 and 1777.6 of the Labor Code. To insure compliance and complete understanding of the law regarding apprentices, and specifically the required ratio thereunder, each Contractor or Subcontractor should, where some questions exist, contact the Division of Apprenticeship Standards, , or one of its branch offices prior to commencement of Work on the public works Contract. Responsibility for compliance with this section lies with the prime Contractor.

It is State and City policy to encourage the employment and training of apprentices on public works Contracts as may be permitted under local apprenticeship standards. 5-1.12 FAIR LABOR STANDARDS ACT. Attention is invited to the fact that the City has been advised by the Wage and Hour Division, U.S. Department of Labor, that Contractors engaged in construction Work are required to meet the provisions of the Fair Labor Standards Act of 1958 and as amended (52 Stat. 1060).

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 5-1.13 WORKERS' COMPENSATION. Pursuant to the requirements of Labor Code Section 1860, the Contractor will be required to secure the payment of workers' compensation to its employees in accordance with the provisions of Labor Code Section 3700.

Prior to the commencement of Work, the Contractor shall sign and file with the Director a certification in the following form:
“I am aware of the provisions of Labor Code Section 3700 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.”
5-1.14 AIR POLLUTION CONTROL AND ASBESTOS. The Contractor shall comply with all air pollution control rules, regulations, ordinances and statutes which apply to any Work performed pursuant to the Contract, including any air pollution control rules, regulations, ordinances and statues, specified in Government Code Section 11017.

In the absence of any applicable air pollution control rules, regulations, ordinances or statutes governing solvents, all solvents, including but not limited to the solvent portions of paints, thinners, curing compounds, and liquid asphalt used on the project shall comply with the applicable material requirements of the applicable Air Quality Management District. All containers of solvent, paint, thinner, curing compound, or liquid asphalt shall be labeled to indicate that the contents fully comply with said requirements.

Unless otherwise provided in the Supplemental Conditions, material to be disposed of shall not be burned, either inside or outside the Premises.

The Contractor shall also comply with all rules, regulations, statutes and ordinances

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] regarding asbestos removal and disposal, including but not limited to, 42 U.S.C. Sections 7401, 7412 and 7601, 40 C.F.R. Part 61, Subpart M, and California Code of Regulations Section 1529, Title 8.

If the Contractor discovers that a building to be demolished or renovated contains asbestos containing material, the Contractor shall immediately cease Work and notify the City. 5-1.15 USE OF PESTICIDES. The Contractor shall comply with all local, state and federal rules and regulations of the Department of Food and Agriculture, the Department of Health, the Department of Industrial Relations and all other agencies which govern the use of pesticides required in the performance of the Work.

Pesticides shall include but shall not be limited to herbicides, insecticides, fungicides, rodenticides, germicides, nematocides, bactericides, inhibitors, fumigants, defoliants, desiccants, soil sterilants, and repellents.

Any substance or mixture of substances intended for preventing, repelling, mitigating, or destroying weed, insects, diseases, rodents, or nematodes and any substance or mixture of substances intended for use as a plant regulator, defoliant or desiccant shall be considered as pesticide.
5-1.16 SOUND AND LIGHT CONTROL REQUIREMENTS. The
Contractor shall comply with all local sound control, light control, and noise level rules, regulations and ordinances which apply to any Work performed pursuant to the Contract. Work shall not begin before 7 a.m. nor occur after 7 p.m., unless otherwise permitted by the City.

Each internal combustion engine, used for any purpose on the Work or related to the Work, shall be equipped with a muffler, in good working order, of a type recommended by the manufacturer. No internal combustion engine shall be operated on the project without said

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] muffler.
5-1.17 WEIGHT LIMITATIONS. Unless expressly permitted elsewhere in the Contract Documents, the Contractor shall not operate construction equipment or vehicles of any kind which, laden or unladen, exceed the maximum weight limits set forth in Division 15 of the Vehicle Code over completed or existing base, surfacing, pavement or structures. 5-1.18 ENVIRONMENTAL CLEARANCES; MITIGATION
MONITORING PROGRAMS; AND REGULATORY AGENCY PERMIT
REQUIREMENTS. The Department will obtain all environmental clearances and other authorizations necessary for this project as set forth in the Contract Documents. The Contractor shall comply with the provisions, including giving notices during construction when required, of said authorizations. In the event the obtaining of said authorizations delays completion of all or any portion of the Work, an extension of time determined pursuant to the provisions in Section 6-1.08, “Liquidated Damages,” of these General Conditions will be granted.

Contractor shall comply with: (1) all mitigation identified in the mitigation monitoring program (attached to and adopted as a component of the mitigated negative declaration or Environmental Impact Report) to mitigate impacts to protected natural resources; and (2) all related permit requirements issued by the regulatory agencies authorizing the project. Contractor shall defend, indemnify, and save and hold harmless the City, its officers, agents, employees, and volunteers from any fines, claims, suits, actions or regulatory sanctions of every name, kind and description brought forth, or on account of, damage to protected natural resources from or arising out of Contractor’s negligence or willful misconduct in the performance of this Agreement. 5-1.19 PERMITS AND LICENSES. The Contractor acknowledges and agrees that, prior to the submission of its bid for the Work, it fully familiarized itself with the

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] requirements of all applicable federal, state, county and municipal laws, codes, rules, and regulations, as well as the conditions of any required licenses and permits.

The Contractor shall procure all permits and licenses, including any applicable building permits (except those procured or to be procured by the City which are listed elsewhere in the Contract Documents), in coordination with the Director, pay all charges and fees, and give all notices necessary and incident to the due and lawful prosecution of the Work. Contractor shall be responsible for applying, paying all fees, and coordination for obtaining all permits for completion of the Work. All permits and licenses shall be obtained in sufficient time to prevent delays to the Work. Contractor will apply to the City for reimbursement for such permits costs.

Accordingly, Contractor should not include the anticipated costs for permits in its bid, as the necessary permit costs will be reimbursed by the City.

The California Environmental Quality Act (Public Resources Code, Section 21000 to 21177) may be applicable to permits, licenses and other authorizations which the Contractor must obtain from State or local agencies in connection with performing the Work. The Contractor shall comply with the provisions of that Act in obtaining such permits, licenses and other authorizations, and all permits, licenses and other authorizations shall be obtained in sufficient time to prevent delays to the Work.

The Contractor shall maintain the applicable Contractor’s license as identified in the Notice to Contractors and City business license for the duration of the Work. 5-1.20 WATER POLLUTION. The Contractor shall comply with all water pollution control rules, regulations, ordinances and statutes which apply to any Work performed pursuant to the Contract, including any water pollution control rules, regulations, and statutes, specified by the most current State of California NPDES General Permit for Stormwater

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Discharges Associated with Construction Activity.

The Contractor shall take all necessary precaution to protect streams, vernal pools, ponds, reservoirs, and lakes from pollution with fuels, oils, bitumen, calcium chloride, and other harmful materials as consistent with the law. Also, the Contractor shall conduct and schedule operations so as to avoid discharging pollutants, such as but not limited to: sediment and silt to the storm drain system. The storm drain system consists of all facilities that are designed to convey stormwater to the Waters of the State as defined in the California Water Code. The storm drain system includes, but is not limited to, all streets, gutters, drain inlets, roadside ditches, streams, vernal pools, ponds, and lakes. Care shall be exercised to preserve roadside vegetation beyond the limits of construction.
5-1.21 PROTECTION AND USE OF PROPERTY. The Contractor shall be responsible for and provide and maintain all proper temporary walkways, covered walkways, barriers, roads, guards, railings, lights, warning signs, and take precaution at all times to avoid injury or damage to any person or any property, and upon completion of the Work, or at other times as directed, restore Premises and adjacent property to a proper condition. In the event of such injury or damage, Contractor shall report such injury and damage to City within forty-eight (48) hours of occurrence.

The Contractor shall protect adjoining property and nearby buildings, including City buildings, City roads, and public streets or roads, from dust, dirt, debris, or the nuisance arising out of the Contractor's operations or storage practices, and, if ordered by the Director, the Contractor shall provide and Install suitable safeguards, approved by the Director, to protect such objects from damage. If such objects are damaged by reason of the Contractor's operations, they shall be replaced or restored at the Contractor's expense.

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] If the Contractor damages any buildings, roads, utilities, or other property which belong to the City, or any Department or agency thereof, then the Director, at his or her option, may retain from the money due under the Contract an amount sufficient to insure repair of the damage.

The Director may make or cause to be made such temporary repairs as are necessary to restore to service any such damaged facility. The cost of such repairs shall be borne by the Contractor and may be deducted from any moneys due or to become due the Contractor under the Contract.
5-1.22 RESPONSIBILITY FOR DAMAGE AND INDEMNIFICATION.

The City of Roseville, its officers, agents, employees, and volunteers, including but not limited to the Director and his or her designee, shall not be answerable or accountable in any manner: for any loss or damage that may happen to the Work or any part thereof; for any loss or damage to any of the materials or other things used or employed in performing the Work; for injury to or death of any person, either workers or the public; or for damage to property from any cause which might have been prevented by the Contractor, its workers, or anyone employed by the Contractor or the Contractor's Subcontractors.

The Contractor shall be responsible for any liability imposed by law and for injuries to, or death of, any person including, but not limited to, workers and the public, or damage to property resulting from defects or obstructions, or from any cause whatsoever during the progress of the Work or at any time before its completion and final Acceptance.

To the fullest extent allowed by law, the Contractor shall defend (through counsel acceptable to the City), indemnify, and save and hold harmless the City, and its respective officers, agents, Subcontractors, employees, and volunteers, and the successors and assigns of

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] any of them, (hereinafter referred to as “Indemnitees”) from and against all claims, demands, liability, suits, actions, costs or expenses for any and all loss or damage, including but not limited to, personal injury, property damage, or economic loss, arising out of or resulting from allegations of (1) Contractor’s use of the City’s property or any activities or Work performed hereunder by the Contractor; (2) the Contractor’s performance of the Work under the Agreement; or (3) the Contractor’s breach of any provision of the Agreement. The duty of the Contractor to indemnify and save harmless includes the duties to defend as set forth in Civil Code Section 2778. The only exception to these provisions is that the Contractor’s obligations under this section will not apply to the extent that the claims, demands, liability, suits, actions, costs or expenses are caused by Indemnitees’ active negligence, willful misconduct, criminal acts, or for defects in design furnished by the Indemnitees, misconduct, criminal acts, or for defects in design furnished by the Indemnitees.

The Contractor waives any and all rights to any type of express or implied indemnity against the City, its officers, agents, employees, or volunteers.

The Contractor’s responsibility for such defense and indemnity obligations shall survive the termination or completion of this Contract for the full period of time allowed by law. The defense and indemnity obligations of this Contract are undertaken in addition to, and shall not in any way be limited by, the insurance obligations contained in this Contract. The parties intend that the defense and indemnity obligations in this Contract shall be broadly construed.

Any person, firm or corporation that Contractor authorizes to Work on the City’s property including Subcontractors, shall be deemed to be an agent of the Contractor for purposes herein, shall be subject to all the applicable terms herein, and shall be within the scope of the Contractor’s indemnity obligation described herein.

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] In addition to any remedy authorized by law, so much of the money due the Contractor under and by virtue of the Contract as shall be considered necessary by the Department may be retained by the City until disposition has been made of such suits or claims for damages.

The retention of money due the Contractor shall be subject to the following:

A. The City will give the Contractor thirty (30) Days’ notice of its intention to retain funds from any partial payment which may become due to the Contractor prior to Acceptance of the Contract. Retention of funds from any payment made after Acceptance of the Contract may be made without such prior notice to the Contractor.

B. No retention of additional amounts out of partial payments will be made if the amount to be retained does not exceed the amount being withheld from partial payments pursuant to Section 7-1.07, “Progress Payments,” of these General Conditions.

C. If the City has retained funds and it is subsequently determined that the City is not entitled to be indemnified and saved harmless by the Contractor in connection with matter for which such retention was made, the Department shall be liable for interest on the amount retained at the legal rate of interest for the period of such retention. 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

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GC - 5:27
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 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

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 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

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] (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.

5. Builder’s Risk/Course of Construction Insurance (If 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

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 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.

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 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

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 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

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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.
5-1.25 THIRD PARTY BENEFICIARY. No provisions in the Contract Documents shall in any way inure to the benefit any third party (including the public at large or any member thereof) so as to constitute such person a third party beneficiary of the Contract, or of any term or condition or other provision of the Contract or otherwise give rise to any cause of action in any person not a party to the Agreement, except as expressly provided elsewhere in the Contract Documents.
5-1.26 COORDINATION AND ACCESS. The Contractor acknowledges that the City may award, or has already awarded, other construction contracts for additional work or may perform additional work with its own forces and that such work may affect the Work under this Agreement. Additionally, the Contractor acknowledges that the State and other public and private agencies may be granted a right-of-entry by the City for the purpose of constructing

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[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] facilities within and adjacent to the Work Site. It is the obligation of the Contractor to coordinate its Work with the work of others working within or adjacent to the City’s property.

During performance of its Work, the Contractor shall not have exclusive access to or use of the work areas. The City may also require that certain facilities and areas be used concurrently by the Contractor and by other contractors working in the area. When two (2) or more contractors are employed on related or adjacent City work, each shall conduct its operations in such a manner as not to cause any unnecessary delay or hindrance to the other.

Each contractor shall be responsible to the other for all damage to any work, to persons or property caused to the other by its operations, and for loss caused the other due to any unnecessary delays or failure to finish the work within the time specified for completion.

If any party of the Contractor’s Work depends on the work of any other contractor and/or the City for proper execution and/or results, the Contractor shall promptly notify the City of any discrepancies and/or defects in said other work that would render its work unsuitable for proper execution and/or results prior to proceeding with the Contractor’s own Work. If it becomes necessary, the City will resolve coordination and access problems.