Agenda packet — Roseville City Council, March 4, 2026 (part 9 of 12)

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AS SHOWN
AM

CAL GREEN

DOCUMENTATION

5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following:

5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type toilets.

Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush.

5.303.3.2 Urinals.

5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed

0.125 gallons per flush.

5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush.

5.303.3.3 Showerheads. [BSC-CG]

5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads.

5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time.

Note: A hand-held shower shall be considered a showerhead.

DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE

EFFICIENCY
SECTION 5.401 GENERAL

5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting.

SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND

RECYCLING

5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent.

5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that:

1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale.

2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream).

3. Identifies diversion facilities where construction and demolition waste material collected will be taken.

4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated byweight or volume, but not by both.

5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section.

Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company.

Exceptions to Sections 5.408.1.1 and 5.408.1.2:

1. Excavated soil and land-clearing debris.

2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist.

3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets.

5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency.

5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency.

Notes:

1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission- Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste management plan.

2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle).

5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents.

Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/

5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed.

Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation.

Notes:

1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material.

2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov)
DIVISION 5.5 ENVIRONMENTAL QUALITY
SECTION 5.501 GENERAL

5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors.

SECTION 5.502 DEFINITIONS

5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route.

A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting adjustments have been made.
1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 32 0 Fahrenheit.

COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn.

COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I–joists or finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a).

Note: See CCR, Title 17, Section 93120.1.

DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.).

DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity.

ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current.

Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats, and the like, are not included.

ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles.

ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle.

ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as the fluctuating noise level integrated over the time of period of interest.

EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections.

FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections.

GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one.

GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14.

HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter.

LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009).

MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999.

MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundreths of a gram (g O
3 /g ROC).

PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging).

PSIG. Pounds per square inch, guage.

REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere.

SCHRADER ACCESS VALVES. Access fittings with a valve core installed.

SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter.

SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units.

VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a) .Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question.

SECTION 5.503 FIREPLACES

5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances.

5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits.

SECTION 5.504 POLLUTANT CONTROL

5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction.

5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system.

5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following:

1. Environmental and sustainability goals.

2. Building sustainable goals.

3. Indoor environmental quality requirements.

4. Project program, including facility functions and hours of operation, and need for after hours operation.

5. Equipment and systems expectations.

6. Building occupant and operation and maintenance (O&M) personnel expectations.

5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems:

1. Renewable energy systems.

2. Landscape irrigation systems.

3. Water reuse system.

5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following:

1. General project information.

2. Commissioning goals.

3. Systems to be commissioned. Plans to test systems and components shall include:
a. An explanation of the original design intent.
b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested.
d. Conditions under which the test shall be performed.
e. Measurable criteria for acceptable performance.

4. Commissioning team information.

5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included.

5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made.

5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative.

5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1.

5.410.4.2 (Reserved)
Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems.

5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project:

1. Renewable energy systems.

2. Landscape irrigation systems.

3. Water reuse systems.

5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system.

5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023) SECTION 5.303 INDOOR WATER USE

5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2.

5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows:

1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop.

SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS

5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive.

Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section.

5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site.

Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area.

5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act).

Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site.

5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations.

5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following:

1. Site information, including facility description, history and current requirements.

2. Site contact information.

3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log.

4. Major systems.

5. Site equipment inventory and maintenance notes.

6. A copy of verifications required by the enforcing agency or this code.

7. Other resources and documentation, if applicable.

5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following:

1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces).

2. Review and demonstration of servicing/preventive maintenance.

3. Review of the information in the Systems Manual.

4. Review of the record drawings on the system/equipment.

2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems:
a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s). b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW).

5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day.

SECTION 5.304 OUTDOOR WATER USE

5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent.

Notes:

1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7, Division 2.

2. MWELO and supporting documents, including a water budget calculator, are available at:
https://www.water.ca.gov/.

5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter

2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35.

Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO.

5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape area equal to or greater than 500 square feet.

5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet.

DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

5.303.4 COMMERCIAL KITCHEN EQUIPMENT.

5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water.

Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation.

5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to new fixtures in additions or areas of alteration to the building.

5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code and in Chapter 6 of this code.

Y N/A
SECTION 5.402 DEFINITIONS

5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper.

BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals, according to design quantities.

BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner’s project requirements.

ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food soiled paper waste that is mixed in with food waste.

TEST. A procedure to determine quantitative performance of a system or equipment SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT

5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local ordinance, whichever is more stringent.

5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods.

5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures.

5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water intrusion into buildings as follows:

5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following:

1. An installed awning at least 4 feet in depth.

2. The door is protected by a roof overhang at least 4 feet in depth.

3. The door is recessed at least 4 feet.

4. Other methods which provide equivalent protection.

5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane.

5.410.2 COMMISSIONING. [N] New buildings 10,000 square feet and over. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements.

Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections

5.410.2 through 5.410.2.6 shall apply.

Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements Commissioning requirements shall include:

1. Owner’s or Owner representative’s project requirements.

2. Basis of design.

3. Commissioning measures shown in the construction documents.

4. Commissioning plan.

5. Functional performance testing.

6. Documentation and training.

7. Commissioning report.

Exceptions:

1. Unconditioned warehouses of any size.

2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses.

3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1.

4. Open parking garages of any size, or open parking garage areas, of any size, within a structure.

Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not provide heating and or air conditioning.

Informational Notes:

1. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional performance tests or to adjust and balance systems.

2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code.

5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services.

5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations.

5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency.

RESPON. Y N/A Y N/A Y N/A
PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)

5.303.3.4 Faucets and fountains.

5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi.

5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi.

5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8 gallons per minute/20 [rim space (inches) at 60 psi].

5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle.

5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi].

Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction.

5.303.3.4.6 Pre-rinse spray value
When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7), and shall be equipped with an integral automatic shutoff.

FOR REFERENCE ONLY:The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A).

TABLE H-2

STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019

PRODUCT CLASS
[spray force in ounce force (ozf)] MAXIMUM FLOW RATE (gpm) Product Class 1 (≤ 1.00
Product Class 2 (> 5.0 ozf and ≤ 1.20
Product Class 3 (> 8.0 ozf) 1.28
N/A
Y
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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. 1 2
3 4
5 JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25027
JM-52 PARK
5097 MISTY RIDGE DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
30 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD, SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM
R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/26
Signature Renewal Date Date 1.15.2026

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1205 of 1714 ends

4 CV-2.0C

AS SHOWN
AM

CAL GREEN

DOCUMENTATION

5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply.

5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49.

5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.2, January 2017 (Emission testing method for California Specifications 01350).

See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1.

5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5.

5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following:

1. Product certifications and specifications.

2. Chain of custody certifications.

3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.).

4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards.

5. Other methods acceptable to the enforcing agency.

TABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2
Less Water and Less Exempt Compounds in Grams per Liter

ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT
INDOOR CARPET ADHESIVES 50
CARPET PAD ADHESIVES 50
OUTDOOR CARPET ADHESIVES 150
WOOD FLOORING ADHESIVES 100
RUBBER FLOOR ADHESIVES 60
SUBFLOOR ADHESIVES 50
CERAMIC TILE ADHESIVES 65
VCT & ASPHALT TILE ADHESIVES 50
DRYWALL & PANEL ADHESIVES 50
COVE BASE ADHESIVES 50
MULTIPURPOSE CONSTRUCTION ADHESIVES 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT SPECIFICALLY LISTED 50

SPECIALTY APPLICATIONS
PVC WELDING 510
CPVC WELDING 490
ABS WELDING 325
PLASTIC CEMENT WELDING 250
ADHESIVE PRIMER FOR PLASTIC 550
CONTACT ADHESIVE 80
SPECIAL PURPOSE CONTACT ADHESIVE 250
STRUCTURAL WOOD MEMBER ADHESIVE 140
TOP & TRIM ADHESIVE 250

SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30
PLASTIC FOAMS 50
POROUS MATERIAL (EXCEPT WOOD) 50
WOOD 30
FIBERGLASS 80

1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.

2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC

CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT
Less Water and Less Exempt Compounds in Grams per Liter

SEALANTS CURRENT VOC LIMIT
ARCHITECTURAL 250
MARINE DECK 760
NONMEMBRANE ROOF 300
ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450
OTHER 420

SEALANT PRIMERS

ARCHITECTURAL
NONPOROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC

CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168.

TABLE 5.504.4.3 - CONT.

GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS

COATING CATEGORY CURRENT VOC LIMIT

SPECIALTY COATINGS
ALUMINUM ROOF COATINGS 400
BASEMENT SPECIALTY COATINGS 400
BITUMINOUS ROOF COATINGS 50
BITUMINOUS ROOF PRIMERS 350
BOND BREAKERS 350
CONCRETE CURING COMPOUNDS 350
CONCRETE/MASONRY SEALERS 100
DRIVEWAY SEALERS 50
DRY FOG COATINGS 150
FAUX FINISHING COATINGS 350
FIRE RESISTIVE COATINGS 350
FLOOR COATINGS 100
FORM-RELEASE COMPOUNDS 250
GRAPHIC ARTS COATINGS (SIGN PAINTS) 500
HIGH-TEMPERATURE COATINGS 420
INDUSTRIAL MAINTENANCE COATINGS 250
LOW SOLIDS COATINGS1 120
MAGNESITE CEMENT COATINGS 450
MASTIC TEXTURE COATINGS 100
METALLIC PIGMENTED COATINGS 500
MULTICOLOR COATINGS 250
PRETREATMENT WASH PRIMERS 420
PRIMERS, SEALERS, & UNDERCOATERS 100
REACTIVE PENETRATING SEALERS 350
RECYCLED COATINGS 250
ROOF COATINGS 50
RUST PREVENTATIVE COATINGS 250
SHELLACS:

CLEAR 730
OPAQUE 550
SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB & TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340

1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS

2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE.

3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD.

TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION

PRODUCT CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE 0.05
HARDWOOD PLYWOOD COMPOSITE CORE 0.05
PARTICLE BOARD 0.09
MEDIUM DENSITY FIBERBOARD 0.11
THIN MEDIUM DENSITY FIBERBOARD2 0.13

1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12.

2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM).

5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities.

Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants.

5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below.

5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack.

5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less.

5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils.

5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil.

Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations.

5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows.

5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows.

5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve.

5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve.

5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use.

5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic.

5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place.

5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps.

Exception: Valves with seal caps that are not removed from the valve during stem operation.

5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent corrosion from these substances.

5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency.

5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device tha indicates the level of refrigerant in the receiver.

5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging.

5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum.

5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge.

5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge.

5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging.

5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes.

5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes.

5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period.

CHAPTER 7

INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.

Examples of acceptable HVAC training and certification programs include but are not limited to the following:

1. State certified apprenticeship programs.

2. Public utility training programs.

3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.

4. Programs sponsored by manufacturing organizations.

5. Other programs acceptable to the enforcing agency.
702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector:

1. Certification by a national or regional green building program or standard publisher.

2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors.

3. Successful completion of a third party apprentice training program in the appropriate trade.

4. Other programs acceptable to the enforcing agency.

Notes:

1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.

2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency.

Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist.
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (January 2023) SECTION 5.505 INDOOR MOISTURE CONTROL

5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code.

SECTION 5.506 INDOOR AIR QUALITY

5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8.

5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4).

5.506.3 Carbon dioxide (CO2) monitoring in classrooms.
(DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall be equipped with a carbon dioxide monitor or sensor that meets the following requirements:

1. The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and 6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable windows.

2. When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the carbon dioxide readings shall be available to and regularly monitored by facility personnel.

3. A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have exceeded 1,100ppm.

4. The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a record of previous carbon dioxide measurements of not less than 30 days duration.

5. The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide levels with a range of 400ppm to 2000ppm or greater.

6. The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than once every 5 years.

SECTION 5.507 ENVIRONMENTAL COMFORT

5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2.

Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings.

Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction.

5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations:

1. Within the 65 CNEL noise contour of an airport.

Exceptions:

1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan.

2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element.

2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan.

5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30).

5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation.

5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior.

5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior soundlevels shall be prepared by personnel approved by the architect or engineer of record.

5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40.

Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.

SECTION 5.508 OUTDOOR AIR QUALITY

5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2.

5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs.

5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons.

5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications 01350)
See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits.

5.504.4.7 Thermal insulation
Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350).

See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.7.1 Verification of compliance.

Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission limits.

5.504.4.8 Acoustical ceiling and wall panels.

Comply with the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, " Version 1.2, January 2017 (Emission testing method for California Specification 01350).

See California Department of Public Health's website for certification programs and testing labs.

5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits.

5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of

13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual.

Exceptions: Existing mechanical equipment.

5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating.

5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions.

5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following:

1. Manufacturer's product specification

2. Field verification of on-site product containers

5.504.4.4 Carpet Systems.

All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California Specifications 01350).

See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through

5.504.4.6.

5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards:

1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below.

2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507.

Y N/A RESPON. Y N/A Y N/A Y N/A
PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)
N/A
N/A
N/A
N/A
N/A
N/A

N/A N/A
N/A
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25027
JM-52 PARK
5097 MISTY RIDGE DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
30 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD, SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM
R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/26
Signature Renewal Date Date 1.15.2026

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1206 of 1714 ends

PROPOSED ADA

PATH OF TRAVEL

ADA CLEAR

FLOOR SPACE

ADA CLEAR
FLOOR SPACE 5
SA-1.0
1"=20'-0"
AM

SITE ACCESSIBILITY
PLAN
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25027
JM-52 PARK
5097 MISTY RIDGE DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
30 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD, SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/26
Signature Renewal Date Date 1.15.2026
Know what'sbelow.

Call before you dig. R BRIGHT STAR
ROAD

LIMIT OF WORK BRIGHT STAR ROAD LIMIT OF WORK
JM-84

OPEN SPACE
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.

LIMIT OF WORK

MISTY RIDGE DRIVE

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1207 of 1714 ends

ADD ALTERNATE #2
ADD ALTERNATE #3
ADD ALTERNATE #1
ADD ALTERNATE #4
ADD ALTERNATE #4
ADD ALTERNATE #4
ADD ALTERNATE #6
ADD ALTERNATE #5 6
SW-1.0
1"=20'-0"
AM

SCOPE OF WORK
PLAN
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25027
JM-52 PARK
5097 MISTY RIDGE DRIVE

ROSEVILLE, CA

Call before you dig. R JM-84

OPEN SPACE
LEGEND:

CURRENT PHASE LIMIT OF WORK

ADD ALTERNATE LIMIT OF WORK

ADD ALTERNATE LIMIT OF WORK - NATURE TRAIL
SODDED TURF AREA.

BASE BID: SEEDED TURF
SEEDED TURF AREA W/CONCRETE MOWSTRIP.

BASE BID: HYDROSEED & PLANTING POCKETS
W/BARK MULCH.

SODDED TURF AREA W/CONCRETE MOWSTRIP.

BASE BID: HYDROSEED & PLANTING POCKETS
W/BARK MULCH.

BARK MULCH ONLY BUFFER.

BASE BID: HYDROSEED & PLANTING POCKETS
W/BARK MULCH.

CONCRETE NATURE TRAIL.

BASE BID: DIRT TRAIL CUT IN AFTER HYDROSEED
ESTABLISHMENT.

ENGINEERED SHADE SAIL STRUCTURE.

BASE BID: NO SHADE SAIL

PROPOSED TURF

PROPOSED SHRUB AND GROUNDCOVER & BARK
MULCH

PROPOSED DIRT NATURE TRAIL

PROPOSED PEDESTRIAN LOAD CONCRETE

PROPOSED ENGINEERED WOOD FIBAR

PROPOSED HYDROSEED & TREES

PROPOSED BARK MULCH ONLY AREAS
ADD ALTERNATE #1:

ADD ALTERNATE #2:

ADD ALTERNATE #3:

BRIGHT STAR

ROAD BRIGHT STAR ROAD LIMIT OF WORK LIMIT OF WORK
ADD ALTERNATE #4:

LIMIT OF WORK
ADD ALTERNATE #5:

ADD ALTERNATE #6:

MISTY RIDGE DRIVE

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1208 of 1714 ends

25'
75'

CLEAR VISION TRIANGLE
1-01
1-02
1-02
1-02
1-03
2-02
2-02
2-03
2-04
2-05
2-05
2-05
2-05
S-102
S-102
S-102
S-102
A-03
2-07
S-106
2-08
2-08
2-06
S-104
2-09
2-09
3-01
3-02
3-03
3-04
A-04
2-10
3-02
A-01
2-01
S-101
S-103
S-105
A-06
S-108
A-04
3-01
2-11
A-02
3-02
A-05
2-03

CITY PLAYGROUND RULES
SIGN. SEE KEYNOTE S-106.

S-107
S-107
S-107

MANUFACTURER PLAYGROUND
RULES SIGN. SEE KEYNOTE S-106.

CONSTRUCTION KEYNOTES

CODE DESCRIPTION DETAIL
1 - GENERAL KEYNOTES
EXISTING WALL TO REMAIN. VERIFY IN FIELD. PROTECT IN PLACE. -- EXISTING STREET LIGHT. VERIFY IN FIELD. PROTECT IN PLACE. -- EXISTING RECYCLED WATER POINT OF CONNECTION FOR IRRIGATION SERVICE. VERIFY LOCATION IN FIELD. -- 2 - SITE KEYNOTES
PROPOSED SEEDED TURF AREA. SEE PLANTING PLANS. -- PROPOSED PLANTING AREA. SEE PLANTING PLANS. -- PROPOSED HYDROSEED AREA. SEE PLANTING PLANS. -- PROVIDE DIRT NATURE TRAIL PER CITY OF ROSEVILLE PARKS CONSTRUCTION STDS.

NOTE: FINAL NATURE TRAIL ALIGNMENT TO BE CONFIRMED BY CITY OF ROSEVILLE PARKS STAFF IN THE FIELD. CONTRACTOR TO CUT HYDROSEED PER FINAL TRAIL ALIGNMENT. -- PROVIDE DECOMPOSED GRANITE PAD AT BENCHES PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS. SEE DETAIL.

F/LC-2.0

PROVIDE DECOMPOSE GRANITE PAVING AT FITNESS STATION PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS.

F/LC-2.0

PROVIDE ENGINEERED WOOD FIBAR AT PLAY AREA PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS. -- PROVIDE SCAVENGER HUNT SIGN PER CITY OF ROSEVILLE PARKS AND CONSTRUCTION STDS.

TYPICAL OF 2. NOTE: FINAL GRAPHIC PANEL TO BE PROVIDED BY CITY OF ROSEVILLE. -- PROVIDE RECYCLED WATER SIGN. TYPICAL OF 2. J/LC-2.0 PROVIDE PARK SIGN PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS. H/LC-2.0 PROVIDE INFOGRAPHIC SIGN PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS.

TYPICAL OF 1. NOTE: FINAL GRAPHIC PANEL TO BE PROVIDED BY CITY OF ROSEVILLE. -- 3 - CONCRETE KEY NOTES

PROVIDE PEDESTRIAN LOAD CONCRETE WALKS WITHIN PARK INTERIOR PER THE CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS.

A/LC-2.0
PROVIDE CONCRETE MOWBAND PER CITY OF ROSEVILLE PARKS CONSTRUCTION STDS. C/LC-2.0

PROVIDE CONCRETE PLAY AREA ACCESS WALK INTO PLAY AREAS PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS.

E/LC-2.0
PROVIDE CONCRETE PLAY AREA CURB PER CITY OF ROSEVILLE PARKS CONST. STDS. D/LC-2.0

SITE FURNISHINGS
PROVIDE 4' SQUARE PICNIC TABLE PER MANUFACTURER SPECIFICATIONS AND CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS. TYPICAL OF (1) STANDARD TABLES (4-SEATS) & (1) ADA TABLES (3-SEATS).

MANUFACTURER: MYTCOAT OR APPROVED EQUAL
MODEL: TSQ46-B-13-000 & TSQ46-B-15-013 (ADA) (PUNCHED STEEL - SURFACE MOUNT) COLOR: AS SELECTED BY CITY
CONTACT: GLEN WURSTER W/ALL ABOUT PLAY @ 916.923.2180
G/LC-2.0
PROVIDE 6` BENCH PER MANUFACTURER SPECIFICATIONS AND CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS. TYPICAL OF 4.

MANUFACTURER: MYTCOAT OR APPROVED EQUAL
MODEL: BRT06-B-19-000 (6' BENCH W/BACK - PUNCHED STEEL - IN-GROUND MOUNT) COLOR: AS SELECTED BY CITY
CONTACT: GLEN WURSTER W/ALL ABOUT PLAY @ 916.923.2180
G/LC-2.0
PROVIDE TRASH RECEPTACLE PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS.

TYPICAL OF 1.

MANUFACTURER: MY-T-COAT OR APPROVED EQUAL
MODEL: RDW32-H-02-000 (DOWNTOWN W/SIDE OPENING, SLATTED STEEL, INDUSTRY

STANDARD COATING, SURFACE MOUNT)
COLOR: AS SELECTED BY CITY
CONTACT: GLEN WURSTER W/ALL ABOUT PLAY @ 916.923.2180
--

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

MANUFACTURER: MOST DEPENDABLE FOUNTAINS OR APPROVED EQUAL MODEL: 10145 SMFA (FRONT APPRAOCH)
COLOR: AS SELECTED BY CITY
WATER & SEWER CONNECTION: SEE CIVIL PLANS, THIS SET.

I/LC-2.0
PROVIDE FITNESS EQUIPMENT PER MANUFACTURER SPECIFICATIONS.

MANUFACTURER: GREENFIELD OUTDOOR SYSTEMS OR APPROVED EQUAL MODEL: SGR071 (3-PERSON STATIC COMBO)
COLOR: AS SELECTED BY CITY
CONTACT: GLEN WURSTER W/ALL ABOUT PLAY @ 916.923.2180
-- PROVIDE 2-12 PLAYGROUND ASSEMBLY PER MANUFACTURER`S SPECIFICATIONS.

MANUFACTURER: LITTLE TIKES
MODEL: CUSTOM
COLOR: AS SELECTED BY CITY
CONTACT: GLEN WURSTER W/ALL ABOUT PLAY @ 916.923.2180
NOTE: CONTRACTOR TO PROVIDE CITY PLAYGROUND RULES SIGN PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS AND MANUFACTURER PLAYGROUND RULES SIGN.

SEE PLAN FOR LOCATION.
--
PROVIDE ACORN SEATS PER MANUFACTURER`S SPECIFICATIONS. TYPICAL OF 3.

MANUFACTURER: LANDSCAPE STRUCTURES
MODEL: 186579 ACORN SEAT
CONTACT: NICOLE NOWAK W/ROSS RECREATION @ 707.538.3800
PROVIDE SECURITY LIGHT PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS.

TYPICAL OF 1. SEE ELECTRICAL SHEETS.

K/LC-2.0
1-01
1-02
1-03
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
S-107
2-11
ADD ALTERNATE KEYNOTES: SEE SCOPE OF WORK PLAN (SW-1.0) ADD ALTERNATE #1: PROVIDE SODDED TURF AREA PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS. SEE PLANTING PLANS. -- ADD ALTERNATE #2: PROVIDE SEEDED TURF WITH 12" CONCRETE MOWBAND PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS. SEE PLANTING PLANS. -- ADD ALTERNATE #3: PROVIDE SODDED TURF WITH 12" CONCRETE MOWBAND PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS. SEE PLANTING PLANS. -- ADD ALTERNATE #4: PROVIDE BARK MULCH BUFFER PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS. SEE PLANTING PLANS. -- ADD ALTERNATE #5: PROVIDE CONCRETE NATURE TRAIL PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS.

A/LC-2.0
ADD ALTERNATE #6: PROVIDE CUSTOM FABRIC SHADE STRUCTURE. TYPICAL OF 1.

MANUFACTURER: USA SHADE OR APPROVED EQUAL
MODEL: CUSTOM COLOR: AS SELECTED BY CITY
CONTACT: GLEN WURSTER W/ALL ABOUT PLAY @ 916.923.2180
A/LC-2.1
A-01
A-02
A-03
A-04
A-05
A-06
S-108
NOTE:

HAWK POLES WILL BE FURNISHED AND INSTALLED IN THE ADJACENT OPEN SPACE BY THE CITY OF ROSEVILLE. CONTRACTOR SHALL

COORDINATE WITH THE CITY TO VERIFY TIMING OF INSTALLATION, LOCATION(S), AND ANY REQUIRED SITE PREPARATION.
7 LC-1.0
1"=20'-0"
AM

LANDSCAPE

CONSTRUCTION

PLAN & KEYNOTES
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25027
JM-52 PARK
5097 MISTY RIDGE DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
30 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD, SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM
R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/26
Signature Renewal Date Date 1.15.2026
Know what'sbelow.

Call before you dig.

R
JM-84

OPEN SPACE

BRIGHT STAR
ROAD

MISTY RIDGE DRIVE BRIGHT STAR ROAD

LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1209 of 1714 ends

8 LC-2.0
1"=20'-0"
AM

LANDSCAPE

CONSTRUCTION

DETAILS
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25027
JM-52 PARK
5097 MISTY RIDGE DRIVE

ROSEVILLE, CA

CONCRETE PAVING A
NOT TO SCALE PR-25027-38

CONCRETE JOINTS B
NOT TO SCALE PR-25027-40
CONCRETE MOWBAND C NOT TO SCALE PR-25027-27PLAY AREA CONCRETE CURB D NOT TO SCALE PR-25027-45

PLAY AREA ACCESS RAMP 'A' E
NOT TO SCALE PR-25027-44

PARK IDENTIFICATION SIGN H
NOT TO SCALE PR-25027-22

DECOMPOSED GRANITE PAVING
NOT TO SCALE PR-25027-43 F
PICNIC TABLE & BENCH INSTALLATION HEIGHTS G NOT TO SCALE PR-25027-24

DRINKING FOUNTAIN

NOT TO SCALE I
PR-25027-21

RECYCLED WATER SIGN

NOT TO SCALE J
PR-25027-12

SECURITY LIGHT WITH CONCRETE COLLAR K
NOT TO SCALE PR-25027-26
PICNIC TABLES: SURFACE MOUNT
BENCHES: IN-GROUND MOUNT

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1210 of 1714 ends

ISOMETRIC VIEW
Approved By :

SCALE :

Design By :

Eng. By :

REV DESCRIPTION DRW CHK ENG
DRAWING SIZE:

DATE
REV.

DWG.

DRAWING DESCRIPTION:
2580 ESTERS BLVD., SUITE 100
DFW AIRPORT, TX 75261
800-966-5005
CUSTOMER:PROJECT NAME:LOCATION:

STRUCTURE TYPE:

SIZE:PAGE
PROJECT NUMBER.

CORPORATE HEADQUARTERS
IAS CERTIFICATION No: FA-428

CLARK COUNTY MANUFACTURER
CERTIFICATION NUMBER (NEVADA): 355
CERTIFICATIONS:

THESE PLANS AND SPECIFICATIONS ARE THE

PROPERTY OF USA SHADE AND FABRIC

STRUCTURES AND SHALL NOT BE

REPRODUCED WITHOUT THEIR WRITTEN
PERMISSION.

NOTES / LOM
97334-1.0
1000

AS NOTED
B

CITY OF ROSEVILLE

CITY OF ROSEVILLE -
JM-52 PARK

ROSEVILLE
CA
97334

JOINED SPPYR CANTILEVER
(FULL CUSTOM)
16' x 33' x 9'e
MZG 11/11/25
MAC 11/11/25
QD-SM-MS 11/11/25
NC
NC FULL CUSTOM 11/11/25 MAC QD-SM MZG

CODE ANALYSIS

BUILDING OCCUPANCY CONSTRUCTION TYPE AREA (SQF) OCCUPANT LOAD

SHADE STRUCTURE
U V-B 528 N/A
16'-0" x 33'-0"

FABRIC SHALL BE REMOVED IF EITHER
CONDITIONS ARE ANTICIPATED:

1. SNOW LOAD EXCEEDS 5 PSF.

2. WIND SPEED EXCEEDS 115 MPH
ULTIMATE (90 MPH ALLOWABLE).

NOTICE

STRUCTURAL STEEL

1.- ALL STRUCTURAL SHAPES SHALL BE COLD FORMED HSS ASTM A500 GRADE C,

UNLESS OTHERWISE NOTED, TYPICAL MECHANICAL PROPERTIES FOR HSS PRODUCTS:

SQUARE AND RECTANGULAR 50,000 PSI YIELD / 62,000 PSI TENSILE ROUND PIPE 50,000 PSI YIELD / 62,000 PSI TENSILE

2.- ALL GALVANIZED STEEL TUBE PRODUCTS ARE MANUFACTURED PER ASTM A500, TYPICAL MECHANICAL PROPERTIES ACHIEVED FOR GALVANIZED TUBE PRODUCTS:

ROUND TUBE 50,000 PSI YIELD / 56,000 PSI TENSILE

3.- ALL PLATES SHALL COMPLY WITH ASTM A572 GRADE 50.

4.- ALL STEEL TUBING SHALL BE TRIPLE COATED FOR RUST PROTECTION USING THE IN-LINE ELECTROPLATING COAT PROCESS. TUBING SHALL BE INTERNALLY

COATED WITH ZINC AND ORGANIC COATINGS TO PREVENT CORROSION AS MANUFACTURED BY ALLIED TUBE & CONDUIT.

5.- STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS.

6.- ALL SHOP WELDS SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY (AWS) D1.1 SPECIFICATIONS. ALL

WELDS SHALL BE CONTINUOUS WHERE LENGTH IS NOT GIVEN, UNLESS OTHERWISE SHOWN OR NOTED ON DRAWINGS. ALL WELDS SHALL DEVELOP THE FULL STRENGTH OF THE WEAKER MEMBER. ALL WELDS SHALL BE MADE USINGE70XX .045 WIRE.

7.- SHOP CONNECTIONS SHALL BE WELDED UNLESS NOTED OTHERWISE. FIELD CONNECTIONS SHALL BE AS INDICATED ON THE DRAWINGS (IF REQUIRED). ALL FILLET WELDS SHALL BE A MINIMUM OF 3/16" UNLESS OTHERWISE NOTED. FIELD WELDS SHALL NOT BE ALLOWED.

8.- ALL HIGH STRENGTH BOLTS SHALL COMPLY WITH ASTM A325 TYPE 1 OR A490 TYPE 1. ALL NUTS SHALL COMPLY WITH ASTM A563DH, AND WASHERS SHALL COMPLY WITH ASTM F436.

9.- ALL HIGH STRENGTH BOLTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION.

10.- ALL STAINLESS STEEL BOLTS / STUDS SHALL COMPLY WITH ASTM F-593, ALLOY GROUP 1 OR 2 ALL NUTS SHALL COMPLY WITH ASTM F-594 ALLOY GROUP 1 OR 2.

11.- ALL STRUCTURAL STEEL SHALL BE PAINTED WITH ONE SHOP COAT (2.5 TO 3.5 MILS THICK MIN). THIS COAT IS A WEATHER RESISTANT POWDER COATING BASED ON POLYESTER TGIC (MANUFACTURED BY SHERWIN WILLIAMS OR TIGER DRYLAC).

TO ACHIEVE OPTIMUM ADHESION, IT IS RECOMMENDED THAT THE PROPERTREATMENT AND DRYING TAKE PLACE BEFORE COATING. POLYESTER POWDER (TGIC) SPECIFICATIONS SHALL BE AS FOLLOWS:
- PENCIL HARDNESS (ASTM D-3363)- HUMIDITY (ASTM D-2247)- SOLVENT RESISTANCE (PCI METHOD) - 50 DBL RUBS SL. SOFTNESS FABRIC SPECIFICATION1.- FABRIC SHALL BE SYNTHESIS COMMERCIAL 95 340 FR, A HIGH DENSITY

POLYETHYLENE WITH ULTRA VIOLET ADDITIVES, WITH MONOFILAMENT AND TAPE CONSTRUCTION GIVING A STABLE MATERIAL AND LOCK-STITCH KNITTED.

2.- FABRIC SPECIFICATIONS:

SOLID COLORS
- TENSILE STRENGTH WARP 158 LBS
WEFT 412 LBS
- WING TEAR WARP 41 LBS
WEFT 78 LBS
- BURST FORCE 435 LBS- FADING MINIMUM FADING AFTER 5 YEARS- LIFE EXPECTANCY A MINIMUM OF 10 YEARS CONTINUOUS

EXPOSURE TO THE SUN

3.- FIRE TEST ON FABRIC: ASTM E 84, FLAME SPREAD INDEX 8, SMOKE DEVELOPED INDEX 6.

4.- THREAD-PTFE (TEFLON) USED MEET THE FOLLOWING SPECIFICATIONS: HIGH

STRENGTH, LOW SHRINKAGE, WIDE TEMPERATURE RANGE, FLEX & ABRASION RESISTANT AND UV RADIATION IMMUNITY. LOCKSTITCH - 1200 DENIER.

CHAINSTITCH THREAD - 2400 DENIER.

AIRCRAFT CABLE

1.- WIRE ROPE CABLE SHALL BE 7x19 STRAND CORE GALVANIZED WIRE ROPE WITH A BREAKING STRENGTH VALUE OF 7,000 LBS (1/4" DIAMETER).

2.- CABLES SHALL BE FED THROUGH THE FABRIC SLEEVES AROUND THE

PERIMETER OF THE CANOPY AND TENSIONED UNTIL THE FABRIC PANELS (DESIGNED PURPOSELY UNDERSIZED) REACH A TAUT APPEARANCE. ANY LONG

TERM CABLE SAG SHALL BE MINIMIZED DURING THE MAINTENANCE RE-TIGHTENING VISITS AS REQUIRED.

GENERAL NOTES

DESIGN LOADS
BUILDING CODE CBC 2022 (BASED ON IBC 2021)LIVE LOADS 5 PSF SNOW LOAD 5 PSF
WIND LOADS 115 MPH1
3-Sec. Gust, RISK CATEGORY II & EXPOSURE C

1.- 115 MPH ACCORDING TO THE BASIC WIND SPEED MAPS OF ASCE 7-16 IS EQUIVALENT TO THE ALLOWABLE STRESS DESIGN WIND SPEED OF 90 MPH ACCORDING TO ASCE 7-16 AND IBC 2021 EQ 16-17.

LIST OF MATERIALS
ITEM QTY. DESCRIPTION MATERIAL / DWG SMI PART NO.

STEEL AND BOLTS
1 1 COLUMN HSS Ø8.625 x 0.500 N/A
2A 1 CANTI ARM HSS Ø6.625 x 0.375 N/A
2B 1 CANTI ARM HSS Ø6.625 x 0.375 N/A
3 8 RAFTER 5.0 GA 7 RD. TUBING SPR-500-130
4 8 Ø1"-8NC x 4" HEX BOLT ASTM A325 GALVANIZED 307722
5 8 Ø1"-8NC HEX NUT ASTM A563 GALVANIZED 307968
6 16 Ø1" FLAT WASHER ASTM F436 GALVANIZED 307619
7 8 Ø5/8"-11NC x 6 1/2" HEX BOLT ASTM A325 GALVANIZED 308894 88 Ø5/8"-11NC HEX NUT ASTM A563 GALVANIZED 3081819 8 Ø5/8" SPLIT LOCK WASHER ASTM F436 GALVANIZED 308183 10 16 Ø5/8" FLAT WASHER ASTM F436 GALVANIZED 308182

FABRIC AND HARDWARE
11 2 FABRIC 16' x 16' COMMERCIAL 95_340FR AREA: 256 SQF, WEIGHT: 18 LBS 12 2 80 FT OF Ø1/4" STEEL CABLE GALVANIZED CABLE 307604 13 8 Ø1/4" CABLE CLAMP GALVANIZED 307633

STATEMENT OF SPECIAL INSPECTION

ACTIVITY CONTINUOUS PERIODIC

HIGH STRENGTH BOLTING

DRILLED PIERS
X
X

SPECIAL INSPECTION

1.- STRUCTURAL TESTS AND STRUCTURAL OBSERVATIONS SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 17 OF THE CBC 2022 BUILDING CODE.

2.- ALL CONTINUOUS INSPECTIONS SHALL BE DONE BY AN CERTIFIED DEPUTY INSPECTOR.

3.- CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR HIGH STRENGTH BOLTING. (1704 & CHAPTER 22)

4.- VISUAL NON DESTRUCTIVE TESTING PERFORMED TO AWS D1.1-2010 BY S.C.W.I. IS REQUIRED FOR ALL WELDS.
13 1
2B
3 4,5,6
(4 SETS)
7,8,9,10
11 12
2A
Digitally signed by William N. Bowen II, P.E. Date: 2025.11.17 11:15:55 -06'00' SS-19 OF 30 SHEETS

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1211 of 1714 ends

CAST CORNER
(FITS SNUGLY

INSIDE TUBE)
FABRIC
RAFTER

SELF-DRILLING
SCREW
FABRIC
PIN
CABLE
1 1/4"
ITEMS
7,8,9,10

90.0°
TYP
RAFTER 6" TYP.

MACHINE SWAGED

RAFTER TO FIT SNUGLY

INSIDE CROWN ARM
(±1/16" TOLERANCE 4 PL.)
3/8" THK.

PLT (4 PL.)
(SEE DETAIL)
6" TYP. ITEMS 7,8,9,10

MACHINE SWAGED

RAFTER TO FIT SNUGLY

INSIDE CROWN ARM
(±1/16" TOLERANCE 4 PL.)
1" THK.

PLT.

HSS Ø6.625" X 0.280"
HSS Ø6.625" X 0.375"
1" THK.

PLT.

ITEMS 4,5,6
(4 SETS)
Ø4"
Ø1'-2 1/2"
Ø11 5/8" (CENTER BOLTS)
45° (TYP.)
DETAIL 2
COLUMN
CANTI
ARM
ITEMS 4,5,6
(4 SETS)
33'-0"
16'-0"
16'-0" 16'-0"
0'-9"
(TYP.)
APPROX.
2'-7"
APPROX.
1 -----
2 -----
1'-0"
3 -----

FOR FOOTING ANDMOUNTING DETAILS
SEE PAGE 3000

FINISHED

SURFACE
10'-4 1/2" 3'-7"
10'-9"

CLEAR HEIGHT
17'-0"

FINISHED

SURFACE
13'-11 1/2"
9'-0"

ENTRY HEIGHTS

TOP VIEW

FRONT ELEVATION SIDE ELEVATION

FOR TRUE NORTH

SEE CUSTOMER'S

SITE PLAN

PLAN NORTH
X
Approved By :

SCALE :

Design By :

Eng. By :

REV DESCRIPTION DRW CHK ENG
DRAWING SIZE:

DATE
REV.

DWG.

DRAWING DESCRIPTION:
2580 ESTERS BLVD., SUITE 100
DFW AIRPORT, TX 75261
800-966-5005
CUSTOMER:PROJECT NAME:LOCATION:

STRUCTURE TYPE:

SIZE:PAGE
PROJECT NUMBER.

CORPORATE HEADQUARTERS
IAS CERTIFICATION No: FA-428

CLARK COUNTY MANUFACTURER
CERTIFICATION NUMBER (NEVADA): 355
CERTIFICATIONS:

THESE PLANS AND SPECIFICATIONS ARE THE

PROPERTY OF USA SHADE AND FABRIC

STRUCTURES AND SHALL NOT BE

REPRODUCED WITHOUT THEIR WRITTEN
PERMISSION.

VIEWS AND DETAILS
97334-1.0
2000

AS NOTED
B

CITY OF ROSEVILLE

CITY OF ROSEVILLE -
JM-52 PARK

ROSEVILLE
CA
97334

JOINED SPPYR CANTILEVER
(FULL CUSTOM)
16' x 33' x 9'e
MZG 11/11/25
MAC 11/11/25
QD-SM-MS 11/11/25
NC

VIEW C-C
DETAIL 1
B
----

VIEW B-B
3/16 3/16 TYP
3/16 TYP
5/16
FABRIC
CABLE
FABRIC
POCKET

ZIG-ZAG
STITCH

SECTION A-A

SECTION D-D
5/16 TYP
3/16
5/16
DETAIL 3
D
----
C
----
A
----
RAFTER

CABLE FABRIC

CABLE TERMINATION
END "B"

FABRIC PIN

CABLE TERMINATION
END "A"

CABLE CLAMP
(2 EACH SIDE)
NC FULL CUSTOM 11/11/25 MAC QD-SM MZG
1/4" THK.

CAP PLT.
'X' MARK INDICATES THE COLUMN ORIENTATION
USED FOR INSTALLATION PURPOSES.

ALIGN COLUMN WITH PLAN NORTH
TYP
3/16
Digitally signed by William N. Bowen II, P.E. Date: 2025.11.17 11:16:15 -06'00' SS-2 10 OF 30 SHEETS

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1212 of 1714 ends

TOP VIEW

VERTICAL
REBAR
Ø2'-0"
FOOTING TYPE Ø

USE FOR NON-CONSTRAINED CASES
3'-0"
(MINIMUM EMBEDMENT)
COLUMN
3 SP @ 6" REST, SP @ 10" 3"
2'-6"
3" (MIN,

TYP, UN)
2" MIN. 1-1/2 EXTRA TURNS TOP & BOTTOM

OF SPIRAL
1-1/2 EXTRA TURNS

TOP & BOTTOM

OF SPIRAL
SPIRAL #4
S
.
.
9'-6"
2'-6" X 9'-6" D
10'-0"
9 #8
(PIH-EMBEDDED)

PROVIDE TAPER
STD SLOPE (1:12)

TOC FINISHED

SURFACE

FOR TRUE NORTH

SEE CUSTOMER'S

SITE PLAN

PLAN NORTH
Approved By :

SCALE :

Design By :

Eng. By :

REV DESCRIPTION DRW CHK ENG
DRAWING SIZE:

DATE
REV.

DWG.

DRAWING DESCRIPTION:
2580 ESTERS BLVD., SUITE 100
DFW AIRPORT, TX 75261
800-966-5005
CUSTOMER:PROJECT NAME:LOCATION:

STRUCTURE TYPE:

SIZE:PAGE
PROJECT NUMBER.

CORPORATE HEADQUARTERS
IAS CERTIFICATION No: FA-428

CLARK COUNTY MANUFACTURER
CERTIFICATION NUMBER (NEVADA): 355
CERTIFICATIONS:

THESE PLANS AND SPECIFICATIONS ARE THE

PROPERTY OF USA SHADE AND FABRIC

STRUCTURES AND SHALL NOT BE

REPRODUCED WITHOUT THEIR WRITTEN
PERMISSION.

FOOTING DETAILS
97334-1.0
3000

AS NOTED
B

CITY OF ROSEVILLE

CITY OF ROSEVILLE -
JM-52 PARK

ROSEVILLE
CA
97334

JOINED SPPYR CANTILEVER
(FULL CUSTOM)
16' x 33' x 9'e
MZG 11/11/25
MAC 11/11/25
QD-SM-MS 11/11/25
NC
NC FULL CUSTOM 11/11/25 MAC QD-SM MZG

REINFORCED CONCRETE NOTES

1.- CONCRETE WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION

OF THE AMERICAN CONCRETE INSTITUTE SPECIFICATION FOR STRUCTURAL CONCRETE ACI 301 AND BUILDING CODE ACI 318.

CONCRETE SPECIFICATIONS, SHALL BE AS FOLLOWS:
- 28 DAY STRENGTH: 2500 PSI- SLUMP: 3-5- PORTLAND CEMENT SHALL CONFORM TO C-150- AGGREGATE SHALL CONFORM TO ASTM C-33

2.- ALL REINFORCEMENT STEEL SHALL CONFORM TO ASTM A-615 GRADE 60; AND SHALL

BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE LATEST ACI SPECIFICATION FOR STRUCTURAL CONCRETE ACI 301, ACI DETAILING MANUAL AND CRSI MANUAL OF STANDARD PRACTICE.

3.- ALL ANCHOR BOLTS SET IN NEW CONCRETE (WHEN APPLICABLE) SHALL COMPLY WITH ASTM F-1554 GRADE 55 (GALVANIZED).4.- ALL NON-SHRINK GROUT SHALL HAVE A MINIMUM 28 DAYS COMPRESSIVE STRENGTH OF 5000 PSI, AND SHALL COMPLY THE REQUIREMENTS OF ASTM C109, ASTM C939, ASTM C1090, ASTM C1107, WHEN APPLICABLE.

5.- SOIL PARAMETERS FOR FOOTING ANALYSIS; TABLE 1806.2, CLASS : 5

X 'X' MARK INDICATES THE COLUMN ORIENTATION

USED FOR INSTALLATION
PURPOSES.

ALIGN COLUMN WITH PLAN NORTH
Digitally signed by William N. Bowen II, P.E. Date: 2025.11.17 11:16:27 -06'00' SS-3 11 OF 30 SHEETS

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1213 of 1714 ends

C1.1
B
C1.1
E
C1.1
D
C1.1 C
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. 12345 JOB NO. :

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25027
JM-52 PARK
5097 MISTY RIDGE DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
30 CITY OF ROSEVILLE APPROVAL
•
expect more.

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

GRADING
& DRAINAGE PLAN
C1.0
12 CITY GRADING NOTES

EARTHWORK QUANTITIES
NS
W
E
scale: 1"=20'

MISTY RIDGE DRIVE

BRIGHT STAR ROAD

DRAIN CONSTRUCTION NOTES

GRADING NOTES A
A

SEWER CONSTRUCTION NOTES

WATER CONSTRUCTION NOTES

RECYCLED WATER CONSTRUCTION NOTES

BRIGHT STAR ROAD
A
A
D

FIRST ORDER OF BUSINESS

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1214 of 1714 ends

BRIGHT STAR ROAD
(E) EXISTING

RESIDENTIAL HOMES
(P) PARK
(E) EXISTING

RESIDENTIAL HOMES

MISTY RIDGE DR
(P) PARK
(E) EXISTING

RESIDENTIAL HOMES
(E) EXISTING

OPEN SPACE
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25027
JM-52 PARK
5097 MISTY RIDGE DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
30 CITY OF ROSEVILLE APPROVAL
•
expect more.

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

GRADING

DETAILS & SECTIONS
C1.1
13 NS
W
E
scale: 1"=10' -A SITE GRADING DETAIL
SCALE: 1" = 10' - 0" -D GRADING SECTION
SCALE: 1" = 10'-0" -C GRADING SECTION
SCALE: 1" = 10'-0" -B GRADING SECTION
SCALE: 1" = 10'-0"

C -E GRADING SECTION
SCALE: 1" = 10'-0"
C
A
D

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1215 of 1714 ends

CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25027
JM-52 PARK
5097 MISTY RIDGE DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
30 CITY OF ROSEVILLE APPROVAL
•
expect more.

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

DRAINAGE

DETAILS - CITY
C1.2
14 · -A DRAINAGE INLET (DI)

NOT TO SCALE -B PLAY AREA DRAIN DETAIL

NOT TO SCALE -C PLAY AREA PERFORATED DRAIN DETAILNOT TO SCALE -D NDS FLO-WELL INSTALLATION DETAILNOT TO SCALE

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1216 of 1714 ends

EROSION CONTROL
PLAN
C2.0
15 NS
W
E
scale: 1"=20'
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25027
JM-52 PARK
5097 MISTY RIDGE DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
30 CITY OF ROSEVILLE APPROVAL
•
expect more.

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

EROSION CONTROL LEGEND

EROSION CONTROL NOTES
SWPPP NOTE:

EROSION CONTROL SCHEDULE

MISTY RIDGE DRIVE

BRIGHT STAR ROAD

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1217 of 1714 ends

END NATURE TRAIL

END CONCRETE WALK

BEGIN CONCRETE WALK

BEGIN NATURE TRAIL
59'-10"
5'
R5'
R5'
10'
R50' (CL)
R140'
(CL)
5'
14'-8"
4'-6"
6'-3"
R383'
R10'
R12'
R20'
R10'
R15'
26'-912" R167'
R12'
R7' R28'
3'
3'-6"
53'-612"
R6'-7"
R18'
70'-3"
10'
5'
10'-5"
4'
9'-2"
3'
29'-234"
5'
20'
R140'
(CL)
R22'-9" (CL)
R33'
R50'-6"
(CL)
R79'-6"
(CL)
R60'-6"
(CL)
R20'
R50'-6"
(CL)
R300' (CL)
R300' (CL)
R80' (CL)
R40' (CL)
9'
R12'
R28'
R16'
(CL)
R90'-6"
(CL)
R79'-6"
(CL)
R70'-6"
(CL)
R18'
R124'-6"
(CL)
R12'
R50'-6"
(CL)
R40'
R64'-6"
(CL)
R20' (CL)
R40'
34'-712"
R394'-5"
(CL)
R12'
R12'
12'
37'-5"

SHADE STRUCTURE

POST (SINGLE)
16 LL-1.0
1"=20'-0"
AM

LANDSCAPE
LAYOUT
PLAN
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25027
JM-52 PARK
5097 MISTY RIDGE DRIVE

ROSEVILLE, CA

Call before you dig. R JM-84

OPEN SPACE

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.

8. FINAL NATURE TRAIL ALIGNMENT TO BE CONFIRMED IN THE FIELD BY CITY PARKS STAFF.

GENERAL LAYOUT NOTES

BRIGHT STAR

ROAD BRIGHT STAR ROAD LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK

MISTY RIDGE DRIVE

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1218 of 1714 ends

IRRIGATION LIST & LEGEND

SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI DETAIL
RAIN BIRD: RWS-B-C-P

DEEP ROOT WATERING SYSTEM WITH CHECK VALVE AND PURPLE
GRATEǽ RAINBIRD BUBBLER OPTION 1402 (0ǽ50 GPM)ǽ CONTRACTOR TO PLACE (2) BUBBLERS PER TREE AS SHOWN ON PLANSǽ
30 /LI-2ǽ2
RAIN BIRD: 5006-PC-FC-NP-SS-MPR
TURF ROTORǾ 6ȇ POP-UPǾ STAINLESS STEEL RISERǾ MATCHED PRECIPǽ ROTOR (MPR NOZZLE)ǽ ARC AND RADIUS AS PER SYMBOL (25 FT ʲ REDǾ 30 FT ʲ GREENǾ 35 FT ʲ BEIGE)ǽ WITH NON-POTABLE PURPLE CAPǽ 45 I/LI-2ǽ2

SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI DETAIL
RAIN BIRD: XCZ-PRB-COM SERIES
REMOTE CONTROL DRIP ZONE ASSEMBLY WITH PEB VALVEǾ PRESSURE REGULATING QUICK CHECK BASKET FILTER AND PURPLE HANDLEǽ SEE PLAN FOR SIZEǽ PROVIDE IN PURPLE VALVE BOX PER DETAILǽ -- A/LI-2ǽ3 RAIN BIRD: ARV050
AIR RELIEF VALVEǽ PLACE AT HIGHEST POINT ON EACH EXHAUST HEADERǽ SEE PLAN FOR APPROXIMATE LOCATIONSǽ -- C/LI-2ǽ3 LINE FLUSH VALVE: PER CITY SPECIFICATION
PROVIDE AT THE LOWEST POINT ON EACH EXHAUST HEADERǽ SEE PLAN FOR APPROXIMATE LOCATIONSǽ PROVIDE OPERATION
INDICATORS (OPERIND) AT ALL FLUSH VALVE LOCATIONSǽ INSTALL PER MANUFACTURER SPECIFICATIONS AND PK-16ǽ -- B/LI-2ǽ3
AREA TO RECEIVE DRIPLINE - RAIN BIRD: XFS-CV-06-18
SUB-SURFACE DRIPPER LINE WITH 0ǽ6 GPH FLOW RATE AND 18ȇ DRIPPER SPACINGǾ PLACED AT 18ȇ OǽCǽ PROVIDE 6ȇ BELOW GRADE OF TOP DRESSING (4ȇ BELOW FINISHED SOIL GRADE)ǽ SPECIFY XF INSERT FITTINGSǽ INSTALL PER MANUFACTURER SPECIFICATIONSǽ
30 F/LI-2ǽ3

SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL
RAIN BIRD: PEBR

REMOTE CONTROL VALVE WITH PURPLE FLOW CONTROL HANDLE FOR RECLAIMED WATERǽ SEE PLAN FOR SIZEǽ PROVIDE IN VALVE BOX PER DETAILǽ H/LI-2ǽ2
RAIN BIRD: 44-NP
1ȇ BRASS QUICK COUPLING VALVE WITH PURPLE LOCKING RUBBER COVER FOR RECLAIMED WATERǽ PROVIDE IN VALVE BOX PER DETAILǽ
G/LI-2ǽ2
NIBCO: T-113
CLASS 125 BRONZEǾ THREADED GATE VALVE WITH WHEEL HANDLE (LINE SIZE 2-1/2ȇ AND SMALLER)ǽ PROVIDE IN PURPLE VALVE BOX PER DETAILǽ F/LI-2ǽ2
BUCKNER-SUPERIOR: 3300-150-RW
1-1/2ȇ NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES DIRTY WATER

PROTECTION AND NO MINIMUM FLOW FEATURE WITH PURPLE CROSS HANDLE FOR RECLAIMED WATER USEǽ
B/LI-2ǽ2
CALSENSE: CS3-24-S1/CS3-EN/GR-STUBBY/FM-U
24-STATION AUTOMATIC CONTROLLER PER CITY STANDARDǽ PROVIDE IN

STAINLESS STEEL PEDESTAL MOUNT ENCLOSURE WITH AUTOMATIC RAIN SHUT OFF DEVICEǽ INSTALL PER MANUFACTURER SPECIFICATIONSǽ NOTE: CONTRACTOR TO PROVIDE THIRD-PARTY COMMUNICATION HARDWARE PER CITY OF ROSEVILLE STANDARDSǽ
A/LI-2ǽ2
CALSENSE: FM-U
1-1/2ȇ ULTRASONIC FLOW METER PER CITY OF ROSEVILLE CONSTRUCTION STANDARDSǽ INSTALL PER MANUFACTURER SPECIFICATIONSǽ
B/LI-2ǽ2
AMIAD:
2ȇ PLASTIC SUPER-TǾ SEMI-AUTOMATIC WATER FILTER WITH SCANAWAY 130

MICRON FILTER ELEMENT PER CITY OF ROSEVILLE CONSTRUCTION STANDARDSǽ INSTALL PER MANUFACTURER SPECIFICATIONSǽ
C/LI-2ǽ2
TESCO PEDESTAL (OR APPROVED EQUAL):

ELECTRICAL PEDESTALǽ SEE ELECTRICAL PLANSǽ -- WATER METER: 1-1/2ȇ RECYCLED PER CIVIL PLANSǽ -- IRRIGATION LATERAL LINE: PVC SCHEDULE 40 D ǔ E/LI-2ǽ2
IRRIGATION MAINLINE: PVC SCHEDULE 40 D ǔ E/LI-2ǽ2
PIPE SLEEVE: PVC SCHEDULE 40ǽ INSTALL SLEEVES TWICE THE DIAMETER OF THE PIPEǽ EXTEND 12ȇ MINIMUM PAST HARDSCAPE EDGESǽ SEE PLANSǽ D ǔ E/LI-2ǽ2 CONDUIT: PVC SCHEDULE 40ǽ 2ȇ MINǽ DIAMETER FOR LOW VOLTAGE WIRING D ǔ E/LI-2ǽ2 WATER AUDIT NOTE:

CONTRACTOR IS REQUIRED TO PROVIDE THE CITY OF ROSEVILLE A LANDSCAPE IRRIGATION AUDIT PERFORMED BY A 3RD PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITORǽ THE AUDIT MUST MEET CURRENT MWELO MANDATESǽ SEE PARKS CONSTRUCTION STANDARDS FOR ADDITIONAL INFORMATIONǽ 25 30
MV
J
FS
F
TESCO
WM
Valve Number
Valve Flow
Valve Size
Valve Callout
#
#" #
XX
Hydrozone Area
Plant Type
Plant Type
S - Shrub
TR - Tree
TU - Turf
HYD - Hydroseed Area
BIO - Bioremediation Sod
A
LF
1402
35 WM
MV
FS
F
SEE SHEET LI-1ǽ1 FOR

MAINLINE LAYOUT

PROVIDE GATE VALVE ON WATER STUB PROVIDED
BY CIVIL ENGINEERǽ VERIFY LOCATION IN FIELDǽ
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 ȇ
ȇ
3Ȇ
30ǽ0 GPM
NA
60 PSI
NA
1-1/2ȇ - RECYCLED
65 PSI
1-1/2ȇ

CONTRACTOR TO MOUNT CONTROLLER PER
MANUFACTURERȆS SPECIFICATIONSǽ SEE

IRRIGATION LEGEND AND DETAILS FOR MOUNTING
TYPE AND ADDITIONAL INFORMATIONǽ

CONTRACTOR TO COORDINATE LOCATION AND
ELECTRICAL SERVICE WITH OTHER TRADESǽ
CONTROLLER ȇ ȇ

TESCO CONTROLS 100 AMP ELECTRIC SERVICE
METER PANELǽ SEE ELECTRIC ENGINEERING PLANS
AND
OINT TRENCH PLANS FOR SERVICE LOCATIONǽ
PROVIDE PANEL PER ELECTRIC SERVICE PROVIDERǽ

ELECTRIC SERVICE SUPPLY FOR LANDSCAPE WORK
(2) 4ȇ SLVǽ (MAIN)
(1) 2ȇ SLVǽ (LAT)
J
TESCO
A
LF
A
A
LF
LF
35 35
35 35
35 35
35 35
35 35
35 35
35 35
35 35
35 35
35 35
35 35
30 30
30 30
30 30
30 30
30 35
30 30
30 30
30 35
30 30
30 30
30 35
35 35
35 35
35 35
35 30
30 30
30 30
30 30

NATURE TRAIL TO BE CUT IN AFTER

HYDROSEED ESTABLISHMENT

PERIOD PER CITY OF ROSEVILLE
DIRECTIONǽ
2-1/2" RW MAIN
(2) 4ȇ SLVǽ (MAIN)
(1) 2ȇ SLVǽ (LAT)
SEE SHEET LI-1ǽ1 FOR

MAINLINE LAYOUT
1"
3 4" 3
4"
3 4"
3 4"
3 4" 3
4"
1 1
2" 3
4" 1"
3 4"
1"
3 4" 1"
3 4" 1"
1 1
2"
3 4"
NON-IRRIGATED AREAǽ
SEE PLANTING PLANǽ
NON-IRRIGATED AREAǽ
SEE PLANTING PLANǽ
3 4"
3 4" 2"
1 1
2" 3
4" 1
1 2"
1 1
2" 1
1 2"
1"
3 4"
1 1
2" 1
1 2" 1"
1"
3 4"
3 4"
1 1
2" 1
1 2"
3 4"
3 4"
1 1
2" 2"
1 1
2" 2"
3 4"
1 1
2"
1"
3 4" 3
4"
2" 3
4"
1 1
2" 1"
3 4"
3 4" 1" 3
4" 1
1 2"
1 1
2" 3
4" 3
4"
S L
1ȇ 4ǽ1ǜ

2 2
TR M
1ȇ Ǟǽ0

3 3
TU H
1 1
2ȇ 28ǽ6

4 4
TU H
1ȇ 20ǽ1

5 5
TU H
1 1
2ȇ 1ǜǽ3

6 6
S L
1ȇ ǜǽ33

ǜ
TR M
1ȇ 5ǽ0

8 8
3 4"
3 4"
TU H
1ȇ 1Ǟǽ6

10 10
TU H
1 1
2ȇ 40ǽ5

11 11
TU H
1 1
2ȇ 28ǽ6

12 12
S L
1ȇ 6ǽ03

13 13
TU H
1 1
2ȇ 38ǽ3

14 14 2" 2-1/2" RW MAIN TU H
1 1
2ȇ 48ǽ0

15 15
TR M
1ȇ ǜǽ0

16 16
3 4" 2"
TU H
1 1
2ȇ 2Ǟǽǜ

1ǜ

1ǜ
S L
1ȇ 10ǽ4

18 3
18 4"
2-1/2" RW MAIN

END FEED

PER CITY
DETAIL
PK-IR-16

END FEED

PER CITY
DETAIL
PK-IR-16

END FEED

PER CITY
DETAIL
PK-IR-16

END FEED

PER CITY
DETAIL
PK-IR-16
3 4"
2-1/2" RW MAIN
3 4"
TR M
1ȇ ǜǽ0

1 1
3 4"
3 4" 1"
TR M
1ȇ 3ǽ0

Ǟ
30 IF ADD ALTERNATE ȱ2 OR 3 IS
IMPLEMENTEDǾ REVISED HEAD(S)
TO FULL CIRCLE PATTERNǽ
1 1
2" 1
1 2"
17 LI-1.0
1"=20'-0"
AM

LANDSCAPE

IRRIGATION

PLAN & LEGEND
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25027
JM-52 PARK
5097 MISTY RIDGE DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
30 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD, SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM
R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/26
Signature Renewal Date Date 1.15.2026
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 irrigation design plan."
WATER EFFICIENT LANDSCAPE ORDINANCE:

Applicant Signature License # Date

8.6.2025

IRRIGATION SYSTEM AS SHOWN ON PLANS IS
DIAGRAMMATIC ONLY FOR GRAPHIC CLARITYǽ
ALL IRRIGATION EQUIPMENTǾ INCLUDING
MAINLINE AND VALVESǾ SHALL BE PLACED IN
PLANTER AREASǽ MAINLINE AND VALVES TO
BE 24ȇ MINIMUM FROM EDGE OF HARDSCAPEǽ

IRRIGATION SYSTEM NOTE
JM-84

OPEN SPACE

BRIGHT STAR

ROAD BRIGHT STAR ROAD

LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

MISTY RIDGE DRIVE

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1219 of 1714 ends

18 LI-1.1
1"=20'-0"
AM

LANDSCAPE

IRRIGATION PLAN -

MAINLINE LAYOUT
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25027
JM-52 PARK
5097 MISTY RIDGE DRIVE

ROSEVILLE, CA

Call before you dig. R
JM-84

OPEN SPACE
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

8.6.2025

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. MAINLINE AND VALVES TO
BE 24" MINIMUM FROM EDGE OF HARDSCAPE.

IRRIGATION SYSTEM NOTE
IRRIGATION POINT OF CONNECTION.

SEE SHEET LI-1.0.

BRIGHT STAR
ROAD BRIGHT STAR ROAD LIMIT OF WORK LIMIT OF WORK WMMVFSFǗȒǖȡǗȇWM ǗȒǖȡǗȇWM
ǗȒǖȡǗȇWM
ǗȒǖȡǗȇWM

LIMIT OF WORK

MISTY RIDGE DRIVE

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1220 of 1714 ends

19 LI-2.0

AS SHOWN
AM

LANDSCAPE

IRRIGATION
NOTES
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25027
JM-52 PARK
5097 MISTY RIDGE DRIVE

ROSEVILLE, CA

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

30.0 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 ONLY - NOT FOR CONSTRUCTION

Page 1221 of 1714 ends

20 LI-2.1

AS SHOWN
AM
MWELO

DOCUMENTATION
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25027
JM-52 PARK
5097 MISTY RIDGE DRIVE

ROSEVILLE, CA

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1222 of 1714 ends

21 LI-2.2

AS SHOWN
AM

LANDSCAPE

IRRIGATION

DETAILS
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25027
JM-52 PARK
5097 MISTY RIDGE DRIVE

ROSEVILLE, CA

CONTROLLER A
NOT TO SCALE PR-25027-01

MASTER VALVE - CALSENSE B
NOT TO SCALE PR-25027-02
RECYCLED WATER FILTER C NOT TO SCALE PR-25027-04PIPE AT PAVEMENT D NOT TO SCALE PR-25027-05

PIPE TRENCH E
NOT TO SCALE PR-25027-06
GATE VALVE (3" & SMALLER)
NOT TO SCALE PR-25027-11 F
VALVE - QUICK COUPLING G NOT TO SCALE PR-25027-14VALVE - REMOTE CONTROL AT GRADE H NOT TO SCALE PR-25027-15

POP-UP ROTOR

NOT TO SCALE I
PR-25027-07

ROOT WATERING SYSTEM
NOT TO SCALE PR-25027-09 J

THRUST BLOCKS K
NOT TO SCALE PR-25027-10

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1223 of 1714 ends

22 LI-2.3

AS SHOWN
AM

LANDSCAPE

IRRGATION

DETAILS
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25027
JM-52 PARK
5097 MISTY RIDGE DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
30 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD, SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM
R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/26
Signature Renewal Date Date 1.15.2026

VALVE - DRIP CONTROL A
NOT TO SCALE PR-25027-13

DRIP FLUSH VALVE & OPERATION INDICATOR B
1" = 1" PR-25027-16

AIR/VACUUM RELIEF VALVE (PLUMBED TO PVC)

NOT TO SCALE
1 2
3 4
5 6
7 8
1 6" ROUND VALVE BOX.
2 AIR/VACUUM RELIEF VALVE.
3 1/2" PVC COUPLING: T x T.
1/2" SCH 80 RISER. LENGTH AS
REQUIRED.
4 STANDARD BRICK SUPPORTS.

THREE EACH BOX.
5 6 3/4" CRUSHED GRAVEL SUMP.
7 PVC PIPING AND FITTINGS.
8 FINISH GRADE.

C
PR-25027-35

DRIP LINE TRENCHING
NOT TO SCALE 4" MIN.
1 1 FINISH GRADE.
2 2
3 BACKFILLED TRENCH
FREE OF DEBRIS.
3 2
DRIP LINE TUBING.

D
PR-25027-31

DRIP LINE START CONNECTION W/PVC RISER
NOT TO SCALE 4" MIN. 12" MIN.
2 1
3 4
5 HEADER CONNECTION

TO VALVE
DRIP LINE: 180 2-WAY TEE
(CENTER FEED LAYOUT).
90 TEE (END FEED).
1 DRIP LINE TUBING. SEE
LEGEND.
2 3 3/4" SCH. 80 PVC NIPPLE.
4 PVC TEE: S x S x T.
5 FINISH GRADE.

E
PR-25027-36
A1
QCV
A2 A3

VALVE BOX LAYOUT (RECYCLED)

NOT TO SCALE
12" 12" 12"
12"
1 2
3 1 10" ROUND VALVE BOX. HEAT BRAND "QCV" ON LID IN 2" HIGH CHARACTERS. 3 EDGE OF LAWN, WALK, FENCE, CURB, ETC.

RECTANGULAR VALVE BOX W/BOLT DOWN COVER. HEAT BRAND VALVE STATION NO. ON LID IN 2" HIGH CHARACTERS.
2 NOTES:

1. CENTER BOXES OVER VALVES.

2. PLACE BOXES IN GROUNDCOVER AREA WHERE POSSIBLE. TYPICAL.

3. PLACE BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF HARDSCAPE.

4. VALVE BOX SHALL BE PURPLE FOR RECYCLE (PANTONE 512) FOR RECLAIMED WATER.

H
PR-25027-41
STEP 1:

STEP 2:

STEP 3:

WIRE CONNECTION - 3M DBY

NOT TO SCALE
2 1
STRIP WIRES APPROX. 3/8" FROM ENDS -
TWIST TOGETHER.
1 APPLY THE SCOTCHLOK ELECTRICAL

CONNECTOR AND TWIST IN A
CLOCKWISE DIRECTION.
2 3

INSERT THE SPLICE INTO THE
GEL-FILLED INSULATOR TUBE. PUSH

PAST THE LOCKING FINGERS TO HOLD
THE SCOTCHLOK CONNECTOR IN PLACE.
3 4

POSITION WIRE CHANNELS AND SNAP
INSULATOR TUBE COVER CLOSED.
4 5
3M "DBY" WIRE CONNECTOR OR
APPROVED EQUAL.
5 G
PR-25027-42

TYPICAL DRIPLINE DRIPGRID REQUIREMENTS F
NOT TO SCALE PR-25027-57

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1224 of 1714 ends

PLANT LIST & SCHEDULE

SYMBOL BOTANICAL / COMMON NAME SIZE WATER USE REMARKS QTY TREES

ACER CIRCINATUM
VINE MAPLE 15 GAL. MODERATE
STD.

NATIVE 5
ACER RUBRUM `OCTOBER GLORY`
OCTOBER GLORY RED MAPLE (40'X35') 15 GAL. MODERATE STD. 5

CHIONANTHUS RETUSUS
CHINESE FRINGE TREE (20'X15') 15 GAL. MODERATE STD. 3

NYSSA SYLVATICA
TUPELO (40'X20') 15 GAL. MODERATE STD. 5

QUERCUS AGRIFOLIA
COAST LIVE OAK (60'X40')
15 GAL.
24" BOX VERY LOW
STD.

NATIVE 52

QUERCUS LOBATA
VALLEY OAK (60'X40')
15 GAL.
24" BOX
LOW
STD.

NATIVE 33
SHRUBS

ACACIA REDOLENS 'LOW BOY'

LOW BOY BANK CATCLAW
5 GAL. LOW -- 15

CISTUS X SKANBERGII
CORAL ROCKROSE 5 GAL. LOW -- 15
ELYMUS CONDENSATUS `CANYON PRINCE`
CANYON PRINCE WILD RYE 1 GAL. LOW -- 27

EPILOBIUM CANUM

CALIFORNIA FUCHSIA
5 GAL. LOW -- 12

LANTANA MONTEVIDENSIS

PURPLE TRAILING LANTANA
1 GAL. LOW -- 8

LOMANDRA LONGIFOLIA PLATINUM BEAUTY

PLATINUM BEAUTY LOMANDRA
1 GAL. LOW -- 12

MUHLENBERGIA CAPILLARIS
PINK MUHLY GRASS 5 GAL. LOW -- 9

PHLOMIS FRUTICOSA
JERUSALEM SAGE 1 GAL. LOW -- 6

ROSA X FLOWER CARPET WHITE
FLOWER CARPET ROSE 2 GAL. MOD -- 6

SALVIA LEUCOPHYLLA 'POINT SAL'
POINT SAL PURPLE SAGE 1 GAL. VERY LOW -- 8
SALVIA MICROPHYLLA `HOT LIPS`
HOT LIPS SAGE 1 GAL. LOW -- 9

SYMBOL BOTANICAL / COMMON NAME SIZE WATER USE SPACING QTY

GROUND COVERS

MYOPORUM PARVIFOLIUM 'WHITE'

CREEPING MYOPORUM
1 GAL. LOW 72" o.c. 23
HYDROSEED: NON-IRRIGATED NATIVE
LANDMARK MIX 36LBS./AC. HYDROSEED NON IRRIGATED -- 12,287 SF

TEUCRIUM CHAMAEDRYS 'PROSTRATUM'

PROSTRATE GERMANDER
1 GAL. LOW 36" o.c. 33
TURF SOD 90/10 TALL FESCUE

FESCUE BLEND
NOTE: BASE BID IS TURF SEED.
(ADD ALTERNATE #1 - SEE SCOPE OF WORK PLAN)
SEED HIGH -- 33,162 SF
BARK ONLY - 3" LAYER
(ADD ALTERNATE #4 - SEE SCOPE OF WORK PLAN) -- -- -- 9,714 SF

CLEAR VISION TRIANGLE
24" BOX TREE.

SEE LEGEND.
24" BOX TREE.

SEE LEGEND.

NATURE TRAIL TO BE CUT IN AFTER

HYDROSEED ESTABLISHMENT

PERIOD PER CITY OF ROSEVILLE
DIRECTION.
23 LP-1.0
1"=20'-0"
AM

LANDSCAPE

PLANTING

PLAN & LEGEND
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25027
JM-52 PARK
5097 MISTY RIDGE DRIVE

ROSEVILLE, CA

Call before you dig. R JM-84

OPEN SPACE
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

8.6.2025

BRIGHT STAR

ROAD BRIGHT STAR ROAD LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK

MISTY RIDGE DRIVE

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1225 of 1714 ends

24 LP-2.0

AS SHOWN
AM

LANDSCAPE

PLANTING

NOTES & DETAILS
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25027
JM-52 PARK
5097 MISTY RIDGE DRIVE

ROSEVILLE, CA

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 "WALK-ON" FIR 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. 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 AS STATED IN NOTE #10 ABOVE, OR AS PER RECOMMENDATIONS OF SOILS FERTILITY TEST, WHICHEVER IS GREATER. PROVIDE FERTILIZER PER SOILS FERTILITY REPORT. 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 D

SOILS ANALYSIS REPORT

NOT TO SCALE

TREE PLANTING A
NOT TO SCALE PR-25027-20
SHR8% PLANTING B
NOT TO SCALE PR-25027-18
GRO8NDCOVER PLANTING C NOT TO SCALE PR-25027-17

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1226 of 1714 ends

CONDUIT ROUTED BELOW FLOOR / GRADE

CONDUIT ELLED DOWN

CONDUIT ELLED UP

CONDUIT/WIRING CONTINUATION

CONNECTIONS / EQUIPMENT

HEAVY DUTY FUSED DISCONNECT SWITCH

OR JJ JUNCTION BOX
J

J WALL-MOUNTED JUNCTION BOX

NON-FUSED DISCONNECT SWITCH

TRANSFORMER

CONDUIT CONCEALED IN WALL OR CEILING SPACE

RACEWAYS

ENCLOSED CIRCUIT BREAKER

DESCRIPTION

CONDUIT/WIRING STUBBED OUT WITH END CAP OR

INSULATED PLASTIC BUSHING
SYMBOL

JUNCTION BOX WITH FLEX CONNECTION TO EQUIPMENT
A. ALL WORK SHALL COMPLY WITH ALL LOCAL AND STATE CODES AND AUTHORITIES HAVING JURISDICTION.

B. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS.

C. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS AND TRADES.

D. THESE DRAWINGS, AS PREPARED, ARE DIAGRAMMATIC BUT SHALL BE FOLLOWED AS CLOSELY AS CONSTRUCTION OF THE PROJECT AND THE WORK OF THE TRADES WILL PERMIT. EQUIPMENT LOCATIONS INDICATED ARE APPROXIMATE. COORDINATE EXACT LOCATIONS AND REQUIRED CLEARANCES WITH EQUIPMENT SUPPLIER AND ALL TRADES PRIOR TO INSTALLATION.

E. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL THE EQUIPMENT INDICATED WITHIN THESE DRAWINGS UNLESS OTHERWISE NOTED. VERIFY LOCATION AND DIMENSIONS IN THE FIELD PRIOR TO FABRICATION AND / OR INSTALLATION.

F. THE ENTIRE INSTALLATION SHALL BE GUARANTEED FREE OF DEFECTS AND CONTRACTOR SHALL REPAIR AND /

OR REPLACE ANY DEFECTIVE MATERIALS OR EQUIPMENT AT NO COST TO THE OWNER FOR A MINIMUM PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY ARCHITECT OR ENGINEER.

G. ALL WORK SHALL BE SUBJECT TO THE ACCEPTANCE AND APPROVAL OF THE ARCHITECT AND OWNER. THE

ARCHITECT SHALL BE NOTIFIED OF ANY AND ALL DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE OF PROPER NOTIFICATION DOES NOT RELIEVE THE CONTRACTOR. THE CONTRACTOR SHALL CORRECT ANY AND ALL

WORK ARISING FROM SUCH FAILURE TO COORDINATE DISCREPANCIES TO THE SATISFACTION OF THE ARCHITECT WITHOUT ADDITIONAL COST TO THE OWNER.

GENERAL

LIGHTING

NEW WORK

CONDUIT AND WIRE TAG
1 KEYED NOTE

MISCELLANEOUS
B-27,29,31.
#10

BRANCH PANEL

CIRCUIT BREAKER

CURRENT TRANSFORMER
M
EQUIPMENT CONNECTION ITEM. REFER TO SCHEDULE

FLUSH MOUNT EQUIPMENT ENCLOSURE AS NOTED

FLUSH WALL MOUNTED BRANCH PANEL

GROUND ROD

GROUNDING POINT

LANDING LUG

MAIN DISTRIBUTION PANEL / SUB DISTRIBUTION PANEL

METER WITH CONNECTION

SURFACE MOUNT EQUIPMENT ENCLOSURE AS NOTED

UTILITY TRANSFORMER PAD/VAULT

WALL MOUNTING BRACKET

WATER PIPE GROUND CONNECTION

SYMBOL DESCRIPTION
UT

AREA LUMINAIRE ARM MOUNTED WITH POLE AND

CONCRETE BASE

DIGITAL TYPE METER WITH VOLTMETER, AMMETER, KW
METER, KVA METER, KVAR METER, AND %THD METER
BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN
TO PANEL WITH CIRCUITS AS NOTED. WIRE SIZE IS #12
AWG MINIMUM UNLESS NOTED OTHERWISE. SHORT TICK
MARKS INDICATE PHASE CONDUCTORS. LONG TICK MARKS
INDICATE NEUTRAL CONDUCTORS. A SINGLE CURVED TICK
MARK INDICATES INSULATED GREEN GROUND CONDUCTOR.

SECOND CURVED TICK MARK INDICATES "ISOLATED
GROUND" (GREEN INSULATION WITH YELLOW STRIPE)
CONDUCTOR.

B-27,29,31.

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI OWNER FURNISHED, OWNER INSTALLED

OS OCCUPANCY SENSOR

PH PHASE

PNL PANEL

REF REFERENCE

REQD REQUIRED

S SWITCH

SIM SIMILAR

TELE TELEPHONE

TTB TELEPHONE TERMINAL BOARD

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED

V VOLTS, VOLTAGE

W/ WITH

W WIRE, WHITE

WP WEATHERPROOF

XFMR TRANSFORMER

A AMPERES, AMBER

AC ALTERNATING CURRENT, AIR CONDITIONER

AFC ABOVE FINISHED CEILING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AIC AVAILABLE INTERRUPTING CAPACITY

AWG AMERICAN WIRE GAUGE

BC BARE COPPER

C CONDUIT, CLOSE, CONTROL

CB CIRCUIT BREAKER

CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CFOI CONTRACTOR FURNISHED OWNER INSTALLED

CLG CEILING

COM COMMUNICATION

CT CURRENT TRANSFORMER

CU COPPER

DN DOWN

ECH ELECTRIC CONVECTION HEATER
F FUSE

FACP FIRE ALARM CONTROL PANEL

FBO FURNISHED BY OTHERS

G, GND GROUND

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFI GROUND FAULT INTERRUPTER

GRC GALVANIZED RIGID STEEL CONDUIT

KVA KILOVOLT AMPERES

KW KILOWATT

LED LIGHT EMITTING DIODE

MDB MAIN DISTRIBUTION BOARD

MDP MAIN DISTRIBUTION PANEL

MSB MAIN SWITCHBOARD

MT, MTD MOUNT, MOUNTED

MT EMPTY CONDUIT WITH NYLON PULL CORD

N/A NOT APPLICABLE

NEUTRAL

ABBREVIATION DESCRIPTION
(E) EXISTING
(D) DEMOLISH
(N) NEW

DETAIL NUMBER AND SHEET LOCATION X
X

EF EXHAUST FAN

PHP PACKAGED HEAT PUMP

MOTOR / ELECTRICAL EQUIPMENT
XX-1
(SEE SCHEDULE)
T

PB PULL BOX
E0.1 ELECTRICAL COVER SHEET
E0.2 ONE-LINE DIAGRAM & ELEVATION, FEEDER

SCHEDULE AND LOAD CALCULATIONS
E0.3 TITLE 24 LTO FORMS
E1.0 ELECTRICAL SITE PLAN
E2.0 ELECTRICAL DETAILS
E2.1 ELECTRICAL DETAILS
M
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NH - JC

RANCHO CORDOVA, CALIFORNIA
##
H. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL SERVICE REQUIREMENTS WITH ROSEVILLE ELECTRIC. 11/18/25

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1227 of 1714 ends

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RANCHO CORDOVA, CALIFORNIA

SERVICE PEDESTAL
100A, 120/240V, 1PH, 3W
SITE

LIGHTING
20/1P 20/1P

PEDESTAL

RECEPTACLE (GFCI)

TO LIGHTING

CONTROLS, REFER
TO SHEET E2.1
20/1P

MAIN DISCONNECT
100/2P
GND
NEUT
COPPER
GROUND
ROD
M
COPPER
GROUND
ROD

TO UTILITY

TRANSFORMER
12"
63"
7-DAY ASTRONOMIC TIME
SWITCH. REFER TO

LIGHTING CONTROL

WIRING DIAGRAM ON
SHEET ON DETAIL 2/E2.1.

LIGHTING CONTACTOR.

REFER TO LIGHTING

CONTROL WIRING

DIAGRAM ON SHEET ON
DETAIL 2/E2.1.

UTILITY SERVICE PULL

SECTION (PER UTILITY

COMPANY
REQUIREMENTS).

NEUTRAL BUSSING GROUND BUSSING

SITE LIGHTING
3-POSITION LIGHTING

CONTROL SELECTOR
SWITCH. REFER TO

LIGHTING CONTROL

WIRING DIAGRAM ON

SHEET ON DETAIL
2/E2.1.

PADLOCK LATCH.

HINGED

DEADFRONT
DOOR.

QUARTER TURN

DEADFRONT

DOOR LATCH
(TYP. OF 2 MIN.)

SERVICE PEDESTAL

CONVENIENCE
RECEPTACLE (GFCI).

UTILITY METERING

COMPARTMENT
(PER UTILITY

COMPANY
REQUIREMENTS).

UTILITY SERVICE
PEDESTAL.
1234
SPACE
P0
P1 P1 P2
7 6

SERVICE PEDESTAL NAMEPLATE SCHEDULE
No. LETTER SIZE INSCRIPTION
1 3/16" MAIN DISCONNECT
2 3/16" PEDESTAL RECEPTACLE
3 3/16" SITE LIGHTING/CONTROLS
4 3/16" IRRIGATION CONTROLLER
5 3/16" LIGHTING CONTROLS DISCONNECT
6 3/16" LIGHTING CONTROLS

HAND-OFF-AUTO
7 1/4" SERVICE PEDESTAL

SERVICE PEDESTAL CONSTRUCTION NOTES

1. EXTERIOR 12 GA. GALVANIZED STEEL AND INTERIOR 14 GA. COLD ROLLED STEEL ELECTRICALLY WELDED AND REINFORCED WHERE REQUIRED.

2. CONSTRUCTION SHALL BE NEMA 3R AND 12, RAINTIGHT AND DUSTTIGHT.

3. ALL NUTS, BOLTS, SCREWS AND HINGES SHALL BE STAINLESS STEEL.

4. NUTS, BOLTS & SCREWS SHALL NOT BE VISIBLE FROM OUTSIDE OF PEDESTAL.

5. PHENOLIC NAMEPLATES SHALL BE PROVIDED AS REQUIRED.

6. CONTROL WIRING WILL BE MARKED AT BOTH ENDS BY PERMANENT WIRE MARKERS. STICK ON WIRE MARKERS ARE NOT ACCEPTABLE.

7. A PLASTIC COVERED WIRING DIAGRAM WILL BE ATTACHED TO THE INSIDE OF THE FRONT DOOR.

8. PEDESTAL SHALL BE FACTORY WIRED AND CONFORM TO REQUIRED NEMA STANDARDS.

9. PEDESTAL WILL BE U.L. LISTED AS INDUSTRIAL CONTROL PANELS U.L. 508 FILE NO. E62062

10. EXTERIOR COLOR IS TO BE HUNTER GREEN, REMOVABLE INTERIOR SHEET METAL TO BE WHITE.

LOAD CALCULATION

UTILITY SERVICE PEDESTAL
REQUIRED SERVICE = 120/240V, 1Ø, 3W, 100 AMPS
745 VA/240 VOLTS = 3.1 AMPS
UTILITY SERVICE:

SUB-TOTAL VA735=
SECURITY LIGHT POLE 39= VA
+25% CONTINUOUS VA10=
TOTAL VA745=
PEDESTAL RECEPTACLE VA180=
IRRIGATION CONTROLLER 516= VA
10/1P
I.C.

IRRIGATION

CONTROLLER
5 LIGHTING CONTROLS
DISCONNECT. REFER TO

LIGHTING CONTROL

WIRING DIAGRAM ON
SHEET E-2.1
P4

PULLBOX
P3
P6
P5
LC-1
11/18/25

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1228 of 1714 ends

1 2
3 4
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NH - JC

RANCHO CORDOVA, CALIFORNIA
11/18/25

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1229 of 1714 ends

7 PB

ELECTRIC UTILITY POINT OF

CONNECTION
P0
P2 P4 P6
P3 P5

BRIGHT STAR ROAD

MISTY RIDGE DRIVE
5 1
SERVICE PEDESTAL 2 3 4
PB
IRRIGATION CONTROLLER 9
6 8
8 6 8
1 6
7 8 P3

SECURITY
LIGHT 6 10
P1

LIMIT OF WORK
1 2
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PM - DESIGN TEAM PROJECT NO.

NH - JC

RANCHO CORDOVA, CALIFORNIA
# KEY NOTES:

1. UNDERGROUND ELECTRICAL UTILITY SERVICE CONDUIT,

COORDINATE SERVICE, TRENCH REQUIREMENTS AND ROUTING WITH ELECTRICAL UTILITY COMPANY PRIOR TO INSTALLATION. REFER TO DRY UTILITIES DRAWING FOR ADDITIONAL INFORMATION. FOR
INSTALLATION SEE TYPICAL SECONDARY SERVICE TRENCH DETAIL 4, SHT. E2.0.

2. UTILITY SERVICE PEDESTAL. FOR LAYOUT SEE ELEVATION ON SHEET E0.2. FOR CONNECTIONS SEE ONE-LINE DIAGRAM ON SHEET E0.2.

3. UTILITY SERVICE PEDESTAL CONCRETE PAD, FOR INSTALLATION SEE SERVICE PEDESTAL CONCRETE PAD DETAIL 8 ON SHEET E2.0.

4. UTILITY SERVICE PEDESTAL MOUNTING, FOR INSTALLATION SEE UTILITY SERVICE PEDESTAL MOUNTING DETAIL 7, SHT. E2.0.

5. UNDERGROUND CONCRETE GROUND ROD BOX, FOR INSTALLATION SEE TYPICAL CONCRETE GROUND ROD BOX DETAIL 3, SHT. E2.0.

6. CONDUIT STUB-UP. FOR INSTALLATION, SEE CONDUIT STUB-UP DETAIL 2, SHT. E2.0.

7. UNDERGROUND CONCRETE PULLBOX, FOR INSTALLATION SEE
TYPICAL CONCRETE PULLBOX DETAIL 1, SHT. E2.0.

8. UNDERGROUND CONDUIT. FOR INSTALLATION SEE TYPICAL TRENCH DETAIL 5, SHT. E2.0.

9. IRRIGATION CONTROLLER. COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH LANDSCAPE CONTRACTOR.

INSTALL AND CONNECT 5/8" x 8' GROUND ROD WITH #6 CU

CONDUCTOR AT FOUNDATION PER MANUFACTURERS
REQUIREMENTS. FOR INSTALLATION SEE IRRIGATION CONTROLLER DETAIL 6, SHT. E2.0.

10. CITY OF ROSEVILLE STANDARD AREA LIGHT POLE. FOR DESCRIPTION SEE LIGHTING FIXTURE SCHEDULE SHT. E2.1. FOR LIGHT POLE INSTALLATION SEE TYPICAL POLE MOUNTED AREA LIGHT DETAIL 1, SHT. E2.1.
11/18/25

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1230 of 1714 ends

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RANCHO CORDOVA, CALIFORNIA
BODY

CONCRETE PULLBOX, CHRISTY,

JENSEN, BROOKS, OR APPROVED
EQUAL. SIZE PULLBOX APPROPRIATELY

FOR NUMBER AND SIZE OF CONDUITS
ENTERING AND EXITING. PROVIDE

TRAFFIC RATED LID AND EXTENSIONS
WHERE INSTALLATION REQUIRES.

ALL SPLICES WITH-IN THE CONCRETE

PULLBOX ARE TO BE SEALED WITH AN

INSULATING AND ENCAPSULATING RESIN
PACK, SCOTCHCAST 4 OR EQUAL.

ALL CONDUIT WITH-IN THE CONCRETE

PULLBOX ARE TO BE SEALED WITH

EXPANDING FOAM DUCT SEALANT TO

PREVENT WATER ENTERING CONDUIT
SYSTEM.

ALL CONDUCTORS AND CABLES ARE TO
BE GROUPED AND WIRE TIED EVERY 6"
PER CONDUIT FILL.

GALVANIZED STEEL
LIFTING EYES.

PROVIDE TRAFFIC RATED
LID WITH LABEL "ELECTRIC",
"LIGHTING", OR "SECURITY".

PROVIDE BRASS SWING

BOLTS FOR 'T' LIDS IN

DIAGONALLY OPPOSITE
CORNERS.

CONCRETE
COVER
3" KNOCKOUTS
6" THICK GRAVEL
BASE FOR DRAINAGE.

BODY

CAST IRON COVER
NOTES:

COORDINATE COUPLING LOCATION

TO MATCH LOCATION OF FUTURE
EQUIPMENT WHERE REQUIRED.

GALVANIZED RIGID
STEEL CONDUIT ELBOW.

PROVIDE RIGID STEEL

CONDUIT RISER AS

REQUIRED FOR DEEPER
ROUTED CONDUITS.

PVC SCHEDULE 40,

SIZE AS REQUIRED

ON DRAWINGS
3 MIL MINIMUM

ELECTRICAL TAPE WITH
1/2 WIDTH OVERLAP
RIGID STEEL CONDUIT RISER.

RIGID STEEL CONDUIT COUPLING
& PLUG FOR SPARE CONDUIT(S).

FINISHED GRADE.

COVER MARKED
"GROUNDING ELECTRODE".
12" THICK GRAVEL BASE
FOR DRAINAGE.

CONCRETE GROUND ROD BOX,
CHRISTY F8 OR APPROVED EQUAL.
3/4" x 8' COPPER GROUND ROD.

GROUND ROD/ELECTRODE
CONNECTOR. CADWELD OR
APPROVED EQUAL.

COPPER GROUNDING
ELECTRODE CONDUCTOR. SIZE

AS SHOWN ON SINGLE LINE
DIAGRAM.
18" MIN. - NON-TRAFFIC
24" MIN. - TRAFFIC
FINISH GRADE.

PATCH & MATCH
EXISTING SURFACE.
3" MIN.
3" MIN.
12" MIN.

SCH 40 PVC CONDUIT.

COMPACTED BASE FILL &
FINISH AS NEEDED (95%
COMPACTION MIN.).

SAND BACKFILL OR
CLEAN EARTH.
48" MIN.
(VERIFY WITH

UTILITY)
FINISH GRADE.

PATCH & MATCH
EXISTING SURFACE.
3" MIN.
3" MIN.
12" MIN.
(VERIFY WITH

UTILITY)
SAND BACKFILL OR CLEAN EARTH.

VOLTAGE WARNING TAPE.

COMPACTED BASE FILL & FINISH
AS NEEDED (90% COMPACTION
MIN.).

SCH 40 PVC CONDUIT OR UTILITY
COMPANY APPROVED.

PROVIDE, INSTALL, & COORDINATE

WITH UTILITY COMPANY
REQUIREMENTS.

PROVIDE 2" CLR. CONCRETE
SURFACE TO REBAR. (TYP.)

1. EQUIPMENT BASE TOP SHALL BE LEVEL.

2. 3.

NOTES

FINISH GRADE

PRIOR TO EQUIPMENT BASE INSTALLATION,
COMPACT SOIL UNDER THE BASE TO 95%
RELATIVE COMPACTION.

CONCRETE COMPRESSIVE STRENGTH, 3000
PSI IN 28 DAYS.
1" CHAMFER ALONG EDGE.

SECTION 'A-A'

PLAN VIEW
24"
MIN.
12"
MIN.
3/4" x 8'-0" COPPER GROUND
ROD. PROVIDE SUFFICIENT STUB-UP

FOR CONNECTION OF UTILITY
SERVICE PEDESTAL GROUND.
#4 RE-BAR 12"O.C. EACH WAY.

FINISHED GRADE.

PEDESTAL FLOOR

UTILITY SERVICE
PEDESTAL.
(4) ANCHOR BOLTS,
TYPICAL.

PEDESTAL FLOOR
FRAME.

SECTION VIEW
FRAME.

PEDESTAL
ENCLOSURE.

HILTI 1/2"Ø KB-TZ EXPANSION
ANCHOR w/ 3" EMBED, TORQUED
TO 40 FT-LBS, TYP. OF 4.

CONCRETE PAD.

NON-SHRINK GROUT

AROUND BASE OF
PEDESTAL.
11/18/25

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1231 of 1714 ends

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RANCHO CORDOVA, CALIFORNIA

LCC EQUIPMENT LIST

TAG EQUIPMENT MANUFACTURER/MODEL
PC-1
HS-1
LC-1
CB-1

PHOTOCELL

MINATURE

CIRCUIT BREAKER
(10 AMP, 120 VAC)

LIGHTING

CONTACTOR
(3-POLE, 30 AMP)

SELECTOR
SWITCH
(3-POSITION)

SQUARE D / QOB

OR EQUAL
SQUARE D / CLASS 8903, TYPE L

OR EQUAL
SQUARE D / CLASS 9001K

OR EQUAL
INTERMATIC / K 4136M

OR EQUAL
1 AUTO
OFF
ON
3 5 PHOTOCELL
TM
10/1
120 VAC, 1Ø
H N

SITE LIGHTING CONTROLS

DISCONNECT

LIGHTING

MANUAL ON

LIGHTING

DUSK ON/TC OFF

LIGHTING

CONTACTOR
HS-1

PHOTOCELL
LC-1
20/1
TM
SPARE

LIGHTING

DISCONNECT
TO

SECURITY
LIGHT

LIGHTING

CONTACTOR
TC-1 TIMECLOCK TORK / DWZ100B

OR EQUAL
ON/OFF

TIME CLOCK

TIME CLOCK
ON/OFF
7 11/18/25

FOR COUNCIL ONLY - NOT FOR CONSTRUCTION

Page 1232 of 1714 ends

City Council
Communication
Meeting Date: 3/4/2026
Item #: VII.16
File #: 0704-01-01
Item ID: 2026-121
Title: CO-61 Park Project - Approval of Plans and Specifications and Authorize Staff to Call for Bids
Contact: Joel De Jong 916-774-5924 [email protected]

SUMMARY
Staff recommends approval of plans and specifications for the CO-61 Park Project and authorize staff to call for bids. The project scope includes grading and utilities, a playground, picnic area, walking paths, turf area, planting and irrigation. The project is estimated to cost $1,395,000 and will be funded by the Campus Oaks Neighborhood Park Fund.

RECOMMENDATION
Staff recommends that the City Council approve plans and specifications for the CO-61 Park Project and authorize staff to call for bids.

BACKGROUND
CO-61 Park is a 5.7-acre neighborhood park located at Ashbrook St and Knightsbridge in Campus Oaks.

This park backs up to an open space area. The master plan for this park was approved by the City Council on June 18, 2025. Amenities planned for the park include a playground, picnic area, walking paths, turf area, planting and irrigation. Additive alternates have been identified for budget purposes to allow for “menu style” bidding, and include a swing set, a half-court basketball court, a shade structure over the picnic area, additional turf and irrigation, a paved bike trail, and a shade structure over the play area. Bids are scheduled to be opened later in March 2026. Staff plans to return to Council in May to seek approval to award the project.

The architect’s estimate for construction for the base bid is $1,395,000.

FISCAL IMPACT
Funding for construction of this park was included in the FY2025-26 budget for construction through the Neighborhood Park - Campus Oaks Fund. Maintenance will be funded by the HP Campus Oaks Community Facilities District No. 2 (Public Services). Maintenance costs will be approximately $16,000/acre/year and will be funded by the HP Campus Oaks Community Facilities District No. 2 (Public Services). There will be no General Fund impact.

ENVIRONMENTAL REVIEW
CEQA compliance for development of the CO-61 Neighborhood Park project site was originally achieved in February 1996 with adoption of the Hewlitt-Packard Master Plan EIR (SCH No. 95112022). An Addendum to the original Hewlitt-Packard Master Plan EIR was prepared on July 6, 2015 to provide CEQA compliance for the Campus Oaks Master Plan, consistent with CEQA Guidelines § 15164. The Campus Oaks Master Plan approved land uses changes to 375.73 acres within the western portion of the HewlittPackard Master Plan area from Light Industrial and Open Space to a mix of Residential, Community

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Commercial, Light Industrial, Business Professional, Tech/Business Park, Open Space, Parks & Recreation, Paseo, and Public land uses. The plan included 19.29 acres of parks, including approximately 6 acres for at neighborhood park to be located on Parcel CO-61.

According to CEQA, an Addendum to an adopted EIR can be prepared to address minor technical changes or project modifications (CEQA Guidelines § 15164). An Addendum is appropriate only if these minor technical changes or modifications do not result in any new significant impacts or a substantial increase in the severity of previously identified significant impacts. The Addendum need not be circulated for public review (CEQA Guidelines § 15164 [c]); however, the Addendum is to be considered along with the adopted Initial Study/Mitigated Negative Declaration, or Initial Study/Negative Declaration or EIR by the decision making body prior to making a decision on the project (CEQA Guidelines § 15164 [d]). It should also be noted that the Campus Oaks Master Plan Addendum was circulated for formal public review in 2015 despite it not being required and that the CO-61 Neighborhood Park Master Plan was also distributed for public review in May 2025.

The proposed CO-61 Neighborhood Park Master Plan is consistent with the Campus Oaks Master Plan and the Addendum to the Hewlitt-Packard Master Plan EIR. The Addendum demonstrates that the environmental analysis, impacts, and mitigation measures identified in the original February 1996 EIR remain substantively unchanged and supports the finding that the proposed project does not raise any new issues and does not exceed the level of impacts identified in the previous EIR. Because the project is consistent with the Campus Oaks Master Plan, no new effects would be expected to occur and all applicable mitigation measures from the Hewlitt-Packard Master Plan EIR will be implemented through the development of the CO-61 Neighborhood Park. Because the proposed project meets the requirements identified in Section 15164 of the State CEQA Guidelines, no additional CEQA review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

1. Ensure a safe and healthy community

2. Remain fiscally responsible in a changing world

4. Invest in well-planned infrastructure and growth

6. Deliver exceptional City services
Respectfully Submitted,
Joel De Jong, Park Development Project Manager
Jill Geller, Parks Recreation and Libraries Director
ATTACHMENTS:

1. Vicinity Map

2. Project Manual

3. Plans
REVIEWERS:

Joel De Jong, Parks, Recreation, and Libraries Department - Park Development
Created/Initiated -
2/11/2026
Tara Gee, Parks, Recreation, and Libraries Department - Park Development Approved - 2/11/2026

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Jill Geller, Parks, Recreation, and Libraries - All Approved - 2/13/2026 Kelly Aye, City Attorney Department Approved - 2/17/2026 Katrina Six, City Clerk Department Approved - 2/17/2026 Ryan DeVore, City Manager Department - Assistant City Manager Approved - 2/17/2026 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 2/17/2026 Michelle Sheidenberger, City Attorney Department Approved - 2/18/2026 Dominick Casey, City Manager Department - City Manager Approved - 2/18/2026 Katrina Six, City Clerk Department Final Approval - 2/18/2026

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ROSEVILLE PW

WOODCREEK OAKS BL

FOOTHILLS BL

ASHBROOK ST
CO-61 PARK

VICINITY MAP

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Project Manual for the
CO-61 Park Project
March 2026
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

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(916) 774-5505 • (916) 773-5595 Fax • (916) 774-5220 TDD • [email protected] • www.roseville.ca.us/parks Notice to Bidders
DATE: March 5, 2026
TO: Prospective Bidders
FROM: Joel De Jong, Park Development Project Manager
RE: CO-61 Park Project
Project Description: The City of Roseville is now accepting bid proposals for the CO-61 Park Project from pre-qualified Prime Contractors. The scope of work for the base bid includes, but is not limited to, grading and utilities, a playground, picnic area, walking paths, turf area, planting and irrigation. Additive alternates include a swing set with containment and seating, a half-court basketball court, a shade structure over the picnic area, additional turf and irrigation, a paved bike trail, and a shade structure over the play area.

Prime Contractors: At this time, this project is only available for bidding by Prime Contractors listed on the City of Roseville Parks, Recreation and Libraries 2026 Pre-Qualified Contractor List. Please see attached Pre-Qualified Prime Contractors memo for more information.

Subcontractors: The City reserves the right to conduct a post-bid qualifications review of any subcontractors if deemed necessary.

Contract Documents: A Project Manual, including all Contract Documents and the Proposal forms for bidding this project, may be obtained online from the City of Roseville’s website at www.roseville.ca.us/business/procurement_services/bids_rfps. Potential bidders are advised to obtain all documents and specifications related to this project directly from the City of Roseville / Public Purchase.

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.

Engineer’s Estimate: The engineer's estimate for construction of the base bid items is $1,395,000.

Questions: The deadline for submission of questions and clarifications regarding the Contract Documents is Monday, March 23, 2026 at 5:00 p.m. In order to meet the required timeline to issue addenda, questions will not be accepted after this date. Only Addenda issued by the City are binding. All questions shall be directed to the attention of Joel De Jong either via e-mail at [email protected], or Public Purchase at https://roseville.ca.us/rfp.

Pre-Bid Conference: There is NO pre-bid conference for this project.

Bid Deadline: Proposals will be received at the Office of the City Clerk, 311 Vernon Street, Roseville, California, until 3:00 p.m. on Tuesday, March 31, 2026. 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 2025 edition of the City of Roseville Parks Construction Standards will be applicable to this project.

The successful bidder will be required to use the standards contained in the book for the construction of this project.

Parks, Recreation & Libraries
Park Development
316 Vernon Street, Suite 400
Roseville, California 95678

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Parks, Recreation & Libraries
Park Development
316 Vernon Street, Suite 400
Roseville CA 95678
To the successful bidder:

In order to move forward with the award of this project, the City of Roseville requests that you submit the following documents:

1. Please return two, original signed agreements OR a PDF of original signatures if unable to get originals. Corporations require two corporate signatures –OR- one corporate signature and a corporate seal. For a listing of accepted signatures, please see below *.

* In accordance with Section 313 of the California Corporations Code, any document executed by a corporation requires the signature from at least one person from EACH of the following two groups:

GROUP ONE GROUP TWO

Chairman of the Board Secretary
President Assistant Secretary
Vice President Chief Financial Officer
Assistant Treasurer

If an officer holds a title in each of the above groups (dual title), that officer may sign for each of the two groups by two separate signatures with the appropriate title listed with his or her signature.

There are also two exceptions whereby we would accept only one signature:
- One corporate signature AND a corporate seal
-OR-
- They are able to provide a current resolution from their Board of Directors, stating that a particular person has the sole authority to bind the corporation.

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.

We request that all documents be received by April 10, 2026.

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

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

TABLE OF CONTENTS
Pagination Notation
Notice to Contractors NTC
Instructions to Bidders INT
Proposal PROP
Insurance Broker Information Packet INS
General Conditions for Buildings and Grounds GC
Supplemental Conditions SC
Specifications SPEC
Drawings DRAW
Assembly Bill No. 626 AB 626

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NTC - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

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

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NTC - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] follows:
[NAME OF PROJECT]
(Name of Bidder)
(Address of Bidder)
Whether mailed or personally delivered, all bids shall be addressed to the City of Roseville, Office of the City Clerk, 311 Vernon Street, Roseville, California, 95678.

Each bid must be accompanied by a Bid Guaranty in the form of a Certificate of Deposit, Certified or Cashier’s Check, Bidder’s Bond or Irrevocable Standby Letter of Credit in an amount equal to at least ten percent (10%) of the Bidder’s Grand Total Price. The Bid Guaranty will be retained by the City and applied to any and all damages sustained by the City in the event that the successful Bidder fails or refuses to enter into the Contract awarded to it and to furnish all required bonds and Certificates of Insurance. The City intends to award the Contract to the lowest responsible Bidder based on the Grand Total Bid Price for all components of the Project.

To the extent allowed by law, the City reserves the right to reject any and all bids and/or to waive any irregularities or informalities in any bid or in the bidding procedure. The City specifically reserves the right to not award the Contract after the opening of bids.

Any bid may be withdrawn at any time prior to the time fixed in the public notice for the deadline submission of bids only by written request for the withdrawal of the bid filed with the City Clerk. The request shall be executed by the Bidder or his or her duly authorized representative. The withdrawal of a bid does not prejudice the right of the Bidder to file a new bid by the submission deadline. Whether or not bids are opened exactly at the time fixed in the public notice for opening bids, a bid will not be received after the deadline submission of bids

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NTC - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 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

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NTC - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] work is to be done to be as determined by the Director of Industrial Relations of the State of California. The Contractor is hereby made aware that information regarding prevailing wage rates may be obtained from the State Department of Industrial Relations and/or the following website address: http://www.dir.ca.gov/dlsr/DPreWageDetermination.htm. The Contractor is required to post a copy of the applicable wage rates at the job site. Attention is directed to Section 5 “Legal Relations and Responsibility” of the General Conditions.

Pursuant to Labor Code Section 1771.1(b), notice is hereby given that a contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in Labor Code Sections 1720, et seq., unless currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5 or exempt from registration requirements pursuant to Labor Code Section 1725.5(f). It is not a violation of Labor Code Section 1771.1 for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform work pursuant to Labor Code Section 1725.5 at the time the contract is awarded or is exempt from registration requirements pursuant to Labor Code Section 1725.5(f). The Contractor is hereby notified that this project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

Vehicles with a GVWR greater than 8,500 lbs. and light – duty package delivery vehicles operated in California may be subject to the California Air Resources Board Advanced Clean Fleets regulations. Such vehicles may therefore be subject to requirements to reduce emissions and air pollutants. For more information, please visit the CARB Advanced Clean Fleets

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NTC - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] webpage at https://ww2.arb.ca.gov/our-work/programs/advanced-clean-fleets. In addition, certain off-road diesel vehicles may be subject to the CARB In-Use Off-Road Diesel-Fueled Fleets Regulation. For more information, please visit the CARB In-Use Off-Road Diesel-Fueled Fleets Regulation webpage at https://ww2.arb.ca.gov/our-work/programs/use-road-diesel-fueledfleets-regulation.

All questions prior to the deadline for bid submissions shall be directed to the attention of ______________________________ via ________________________________ _______________________________. The deadline for submissions of questions and clarifications regarding the Contract Documents is _______ calendar days before the deadline for bid submissions. Only Addenda issued by the City are binding. ___________________________________
City Clerk, City of Roseville
Dated: _____________________________
Published: __________________________

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INT - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

INSTRUCTIONS TO BIDDERS
SECTION 1. GENERAL
1-1.01 GENERAL. These Instructions to Bidders form a part of the Contract Documents. Capitalized terms are defined in the General Conditions Section 1. 1-1.02 EXAMINATION OF PLANS, CONTRACT DOCUMENTS AND
SITE OF THE WORK. The Bidder shall examine carefully the site of the Work and all the Contract Documents, including these Instructions to Bidders, and shall inform itself of the conditions relating to the execution of the Work. Failure to do so will not relieve the successful Bidder of its obligation to enter into an Agreement and complete the Work in strict accordance with the Contract Documents. Conditions relating to the execution of the Work include the requirements of federal, state, and local laws, statutes and ordinances relative to the execution of Work, including, but not limited to, applicable regulations concerning prevailing wage rates, non-discrimination in the employment of labor, protection of the public, employee health and safety, and environmental protection.

The submission of a bid shall be conclusive evidence that the Bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and scope of Work to be performed, the quantities of materials to be furnished, and as to the requirements of all the Contract Documents.
1-1.03 EXISTING INFORMATION. Where the Department has made investigations of site conditions, including subsurface conditions in areas where Work is to be performed under the Contract, such investigations are made only for the purpose of study and design. City does not represent that such conditions as found in these investigations or inferences or conclusions drawn as a result of these investigations will represent actual site

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INT - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] conditions and hereby disclaims any liability as a result of Contractor’s or Bidder’s reliance on such investigations. City will presume that all Bidders have conducted their own site investigations, including investigations of subsurface conditions. Where such investigations have been made, Bidders or Contractors may, upon written request, inspect the records of the Department as to such investigations subject to the conditions set forth in these Instructions to Bidders. Such inspection of records may be made only at the location noted above. The records of such investigations are not a part of the Contract Documents and are shown solely for the convenience of the Bidder or Contractor. The City assumes no responsibility whatsoever with respect to the sufficiency or accuracy of the investigations made, the records thereof, or of the interpretations set forth therein or made by the City in its use thereof. The City makes no warranty or guarantee, either express or implied, that the conditions indicated by such investigations or records are representative of those existing throughout such areas, or any part thereof, or that unforeseen developments may not occur, or that materials other than, or in proportions different from those indicated, may not be encountered.

No information derived from such inspection of records of investigations or compilation thereof made by the City, the Department or from the Engineer, or his or her assistants, will in any way relieve the Bidder or Contractor from properly examining the site and making such additional investigations as it may elec
FOR
t, or from properly fulfilling the terms of the Contract.

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INT - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 2: BID REQUIREMENTS
2-1.01 PROPOSAL FORMS. The Department will furnish to each Bidder standard Proposal Forms, which, when filled out and executed may be submitted as the bid.

Proposals shall include all pages in the Project Manual with page numbers marked “PROP” plus the Addendum acknowledgment form (front sheet) from all Addenda received by the Bidder.

Proposals shall be removed from the Project Manual. The full Project Manual shall not be submitted with the proposal. Bids not presented on forms so furnished will be disregarded.

The Proposal and one (1) copy thereof shall be submitted as directed in the “Notice to Contractors” under sealed cover plainly marked as a Proposal, and identifying the project to which the Proposal relates and the date of the bid opening therefor. Proposals which are not properly marked may be disregarded.

All blank spaces in the Proposal must be completed, as required, in ink. All price information shall be shown, clearly legible, in figures where required.

The Bidder shall sign the Proposal in the blank space provided therefor. If the Bidder is the sole owner, the Proposal shall be signed by the owner. If the Bidder is a corporation, the legal name of the corporation and its State of incorporation shall be set forth and the Proposal shall be signed by at least two officers authorized to sign contracts on behalf of the corporation.

If the Bidder is a partnership, the true name of the firm shall be set forth, the names and addresses of all partners shall be given and the Proposal shall be signed by a partner in the firm authorized to sign contracts on behalf of the partnership. If the Bidder is a joint venture, the Proposal shall be signed on behalf of each participating company by officers or other individuals who have the full and proper authorization to do so. If the Proposal is signed by an agent of the Bidder other than an officer of a corporation or a member of a partnership, a notarized Power of

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INT - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Attorney must be on file with the City prior to opening of bids or must be submitted with the Proposal. If requested by the City, the Bidder shall promptly submit evidence satisfactory to the City of the authority of the person signing the Proposal. 2-1.02 SUBMISSION OF BIDS. Bids must be submitted at the prescribed time and location specified in the Notice to Contractors. Any submission received after the prescribed time shall be rejected, regardless of whether or not bids are opened exactly at the prescribed time.

Any unauthorized conditions or qualifications entered on, or changes made to, the Proposal may render it invalid and may cause its rejection.

No telegraphic, telephonic, or facsimile or other electronically transmitted bids will be considered.
2-1.03 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS. Each Proposal shall list the name, address and Contractor license number of each Subcontractor to whom the Bidder proposes to subcontract portions of the Work in an amount in excess of onehalf of one percent (0.5%) of its total bid, in accordance with Section 4100 to 4114, inclusive, of the Public Contract Code for the State of California. The Bidder shall list the Subcontractor’s license number and the portion of the Work that will be done by each Subcontractor. If the Bidder fails to specify a Subcontractor for any portion of the Work, the Bidder agrees to perform that portion of the Work itself, and represents that it is qualified to perform that portion of the Work itself. The Bidder's attention is invited to other provisions of the Public Contract Code related to the imposition of penalties for a failure to observe its provisions by using unauthorized Subcontractors or by making unauthorized substitutions. 2-1.04 CONTRACTOR’S LICENSING LAWS. Attention is directed to the

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INT - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] provisions of Business and Professions Code Chapter 9 of Division 3 concerning the licensing of Contractors.

All Bidders at the time of bid submittal shall be licensed as Contractors in accordance with the laws of this State. Any Bidder or Contractor not so licensed is subject to the penalties imposed by such laws. The form of Contractor's license required is stated in the Notice to Contractors, provided that the City makes no representation as to whether the State may require other or additional licenses. It is the Bidder's and Contractor's responsibility to obtain the correct Contractor's licenses. Bidders shall be skilled and regularly engaged in the general class or type of Work called for under this Contract.

All Bidders and Contractors, including Subcontractors, shall have a current City business license before undertaking any Work.
2-1.05 NONCOLLUSION DECLARATION. By submitting a bid, the Bidder represents and warrants that such bid is genuine and not a sham or collusive or made in the interest or on the behalf of any person therein named, and that the Bidder has not, directly or indirectly, included or solicited any other Bidder to put in a sham bid, or any other person, firm, or corporation to refrain from bidding, and that the Bidder has not in any manner sought collusion to secure the Bidder an advantage over any other Bidder.

Bidders shall submit a properly completed and executed “Noncollusion Declaration” in the form required by Public Contract Code Section 7106 and provided with the Proposal (PROP11). 2-1.06 DISQUALIFICATION, REMOVAL OR OTHER PREVENTION OF BIDDING. A bid may be rejected on the basis of a Bidder, any officer of such Bidder, or any employee of such Bidder who has a proprietary interest in such Bidder, having been disqualified,

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INT - 6
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] removed, or otherwise prevented from bidding on, or completing a federal, state, or local project because of a violation of law or a safety regulation.
2-1.07 PROPOSAL GUARANTY. All bids shall be accompanied by one of the following forms of Bidder's security: Cash, a cashier's check, a certified check, or a Bidder's bond executed by an admitted California surety insurer, made payable to the City of Roseville, or any other form of security deemed acceptable by the City Attorney. The security shall be in an amount equal to at least ten percent (10%) of the amount bid. A bid will not be considered unless one of the form of Bidder's security is enclosed with it.

A Bidder's bond shall conform to the City's bond form in the Proposal and shall be properly filled out and executed.
2-1.08 SCHEDULE OF BID PRICES. Bidders are directed to submit unit and lump sum prices for all Work set forth in the Contract Documents on the Proposal Form entitled “Schedule of Bid Prices.”
Unit prices and lump sum prices, as indicated, must be entered in the appropriate spaces provided in the Schedule of Bid Prices. If applicable, unit prices shall be multiplied by the quantities shown, and the total shall be inserted in the Amount column. In the event of any error or discrepancy between the unit price and the calculated amount, the unit prices shall govern.

The City may correct any mathematical errors apparent on the face of the bid.

The amounts shown in the Amount column must be added together in arriving at the Grand Total Bid Price.

Amounts for Allowance bid items must be entered in the exact amount in the Amount column.

The prices included within the Schedule of Bid Prices shall include all costs for labor,

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INT - 7
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] materials, tools, equipment, services, Subcontractors, suppliers, taxes, insurance, shipment, delivery, overhead, profit, and all other costs necessary to perform the Work in accordance with the Contract Documents.

The Grand Total Bid Price shall be indicated in the Summary table form included with the Schedule of Bid Prices. The Grand Total Bid Price shall be the sum of the amounts bid for each of the designated portions of the Work, as more specifically described on the Schedule of Bid Prices form itself.

Full compensation for complying with the Contract Documents, including requirements of the Standard Specifications, the General Conditions, Supplemental Conditions, and all warranties, shall be considered included in the bid items and no additional compensation shall be allowed therefor.

Full compensation for completion of all work as shown on the plans, as specified in the Specifications, and as directed by the City, shall be considered included in the bid items and no additional compensation shall be allowed.

Bidders are strongly discouraged from submitting unbalanced bids. As used herein, the term “unbalanced bid” is defined as any bid that does not include a reasonable proportionate allocation of indirect costs and profit of each bid item indicated in the Schedule of Bid Prices.

The City reserves the right to reject any unbalanced bid if the City determines that there is a reasonable doubt that an acceptance of the bid will not result in the lowest ultimate cost to the City with regard to the work or a disproportionate distribution of contract funds.

The City reserves the right to delete any bid item in its entirety and/or significantly reduce the quantity of Work under a bid item. The City makes no representation that any Work under a bid item will be performed during the course of the Project or that the Work will be

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INT - 8
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] performed at the quantities included in the Schedule of Bid Prices. As provided in the General Conditions, for any deleted Work, Contractor shall not be entitled to payment of the indirect costs and profit included for said bid item. All bid items shall be considered distinct and severable from the remaining bid items, and each Bidder acts at its peril if its bid is unbalanced.

The City shall compare bids on the basis of the Grand Total Bid Price, which includes the base bid and any alternates designated on the Schedule of Bid Prices. Alternates may or may not be awarded, or may be awarded in any combination, at the City’s discretion. 2-1.09 WITHDRAWAL OF PROPOSALS. Any bid may be withdrawn at any time prior to the time fixed in the Notice to Contractors for the opening of bids, provided that a request in writing, executed by the Bidder or its duly authorized representative, for the withdrawal of such bid is filed with the City Clerk. Facsimile and electronic mail requests are not acceptable. The withdrawal of a bid shall not prejudice the right of a Bidder to file a new bid. The withdrawal of any bid after the time fixed in the Notice to Contractors for the opening of bids will not be permitted.
2-1.10 ADDENDUM. Proposals shall include all costs and account for all Addenda issued prior to opening of bids. The Bidder is responsible for verifying that all issued Addenda have been received. An Addendum acknowledgment form for each Addendum shall be included as part of the Proposal submittal.
2-1.11 PUBLIC OPENING OF PROPOSALS. Proposals will be publicly opened and read at the time and place indicated in the Notice to Contractors. Bidders or their authorized agents are invited to be present.
2-1.12 TRENCHING AND EXCAVATION WORK. In accordance with the provisions of California Labor Code Section 6707, if the Work involves construction of a

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INT - 9
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] pipeline, sewer, sewage disposal system, boring or jacking pits, or similar trenches or open excavations, which are five feet (5') or deeper, each bid submitted shall contain, as a bid item, adequate sheeting, shoring, and bracing, or equivalent method, for the protection of life or limb, which shall conform to all applicable safety orders.

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INT - 10
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 3: EVALUATION OF BIDS
3-1.01 BID EVALUATION PROCESS. Bids will be evaluated to determine the apparent low Bidder. The apparent low Bidder will be determined on the basis of the Grand Total Bid Price, as shown in the Schedule of Bid Prices. If additive or deductive alternates are used in the Schedule of Bid Prices, the apparent low Bidder will be the Bidder with the lowest total of the bid prices for base contract items plus the alternates designated by the City as those that will be used for determining the lowest bid price. However, the City reserves the right to (1) not award any alternates or (2) award any combination of alternates.

In case of discrepancy between the total of the base contract items and any specified alternates and the stated Grand Total Bid Price, the total of the base contract items plus specified alternates shall prevail. Any mathematical errors that appear on the face of the bid will be corrected by the City and the City will use the mathematically corrected addition. For example, if the mathematical total of Bidder’s base contract items plus specified alternates equals $1,000,000, but the Bidder has written $1,250,000 as the Grand Total Bid Price, the City will consider $1,000,000 to be the Bidder’s Grand Total Bid Price for purposes of comparison to other Bidders and actual bid award. The City reserves its rights to reject or accept bids based on discrepancies between the stated Grand Total Bid Price and the actual mathematical total of the base contract bid items, plus specified alternates.
3-1.02 REJECTION OF IRREGULAR PROPOSALS. Proposals may be rejected in the City's sole discretion if they show any alterations of form, additions not called for, conditional bids, incomplete bids, erasures, or irregularities of any kind. However, the City reserves the right to waive any minor irregularities and informalities in any bid or in the bid procedure for any reason.

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INT - 11
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 3-1.03 COMPETITIVE BIDDING. If more than one proposal is offered by any individual, firm, partnership, corporation, association, or any combination thereof, under the same or different names, all such proposals may be rejected. A party who has quoted prices on materials or Work to a Bidder is not thereby disqualified from quoting prices to other Bidders, or from submitting a bid directly for the materials or Work.

All Bidders are put on notice that any collusive agreement to control or affect the awarding of this Contract is in violation of the competitive bidding requirements of the City Charter, State Contract Act and the Business and Professions Code and may render void any Contract let under such circumstances.
3-1.04 RELIEF OF BIDDERS. If the Bidder claims a mistake was made in its bid, the Bidder shall give the Department written notice within five (5) Days after the opening of the bids of the alleged mistake, specifying in the notice in detail how the mistake occurred. No relief from a claimed mistaken bid shall be granted unless such mistake clearly appears on the face of the bid submitted to the City. Claimed mistakes on backup worksheets, spreadsheets, computerized bidding programs, or any other similar calculative bidding mistake which is not apparent on the face of the bid shall not under any circumstance be considered as a basis for relief. The burden of proving the occurrence of a mistake entitling a Bidder to relief from its bid rests entirely on the Bidder. Relief from bids shall be in the City's sole discretion.

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INT - 12
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 4: AWARD AND EXECUTION OF CONTRACT
4-1.01 AWARD OF CONTRACT. The City reserves the right to reject any and all proposals and to award (or not award) any combination of bid items at its option. Any such award will be to the lowest responsible Bidder whose proposal complies with the requirements prescribed for the bid items awarded. Such award, if made, will be made within sixty (60) business days after the opening of the proposals. If the lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the second lowest responsible Bidder. Such award, if made, will be made within eighty-two (82) business days after the opening of proposals. If the second lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the third lowest responsible Bidder. Such award, if made, will be made within one hundred four (104) business days after the opening of the proposals. The above time periods within which the award of Contract may be made are subject to extension for such further period as may be agreed upon in writing between the City and the Bidder concerned.
4-1.02 RETURN OF BIDDER’S SECURITIES. Within ten (10) Days after the award of the Contract, the City Clerk will return all Bidders' securities, other than Bidders' bonds, accompanying the proposals that are not to be further considered in making the award.

Retained Bidders' securities will be held until the Contract has been fully executed, after which all Bidders' securities, except Bidders' bonds and any Bidders' securities that have been forfeited, will be returned.
4-1.03 CONTRACT BONDS. The successful Bidder shall furnish two (2)

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INT - 13
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] bonds in the form contained in the section entitled Insurance Broker Information Packet and Bonds. One (1) bond shall secure the payment of the claims of laborers, mechanics or materialmen employed on the Work under the Contract, and the other bond shall guarantee the faithful performance of the Contract.

Each of the two (2) bonds shall be in a sum equal to one hundred percent (100%) of the Contract Price. If the Contract Price increases by the issuance of Change Orders, the penal amounts of the bonds required shall increase accordingly. Sureties on each of said bonds shall be satisfactory to the City.

All alterations, extensions of time, extra and additional Work, and other changes authorized by the Standard Specifications, the General Conditions, the Supplemental Conditions or any part of the Contract may be made without securing the consent of the surety or sureties on the Contract bonds.

Furthermore, the successful Bidder shall furnish a certificate from the County Clerk as required by California Civil Code of Procedure Section 995.660(a)(3). 4-1.04 INSURANCE. At the time of the execution of the Contract, the Contractor shall, at its own expense, procure, and at all times during the prosecution of the Work maintain in full force and effect Worker's Compensation Insurance, and Liability Insurance as specified in the General Conditions. The Contractor shall provide a Certificate of Insurance in the form contained in the section entitled Insurance Broker Information Packet. 4-1.05 EXECUTION OF CONTRACT. The Contract shall be signed by the successful Bidder and returned, together with all the required Contract bonds and insurance certificates, within fifteen (15) Days after the Contract has been awarded, or as otherwise directed, in writing, by the City.

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INT - 14
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] If the Bidder is an individual, the Contract shall be executed personally by the Bidder. If the Bidder is a partnership, it is desirable that the Contract be executed by all of the partners, but it may be executed by one of them. If the Bidder is a corporation, it must be executed by two officers of the corporation consisting of (1) the chairman of the board, president or vice president; and (2) the secretary, assistant secretary, chief financial officer, treasurer or assistant treasurer, or by a person authorized by the corporation to execute written contracts on its behalf, and the corporate seal affixed thereto. In the alternative, a person other than an officer may sign the Contract, provided evidence satisfactory to the City is provided indicating the individual’s authority to bind the corporation. If the corporate seal is not affixed to the Contract, or if it is executed by a person other than officers, or only by one officer, there must be attached to the Contract a certified copy of a resolution of the corporation authorizing such officer or person to execute written contracts for and on behalf of the corporation. If the Bidder is a joint venture, the Contract must be executed on behalf of each participating firm by officers or other individuals who have the full and proper authorization to do so. 4-1.06 FAILURE TO EXECUTE CONTRACT. Failure of the lowest responsible Bidder, the second lowest responsible Bidder, or the third lowest responsible Bidder to execute the Contract and file acceptable bonds and insurance as provided within fifteen (15) Days after the Contract has been awarded, or as otherwise directed, in writing, by the City, shall be just cause for annulment of the award and forfeiture of the Bidder's security. The successful Bidder may file with the City Clerk a written notice, signed by the Bidder or Bidder's authorized representative, specifying that the Bidder will refuse to execute the Contract if presented to Bidder. The filing of such notice shall have the same force and effect as the failure of the Bidder to execute the Contract and furnish acceptable bonds within the time prescribed.

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INT - 15
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 5: BID PROTEST PROCEDURES
5-1.01 POLICY/PROCEDURES. It is the policy of the City to consider fully and adjudicate promptly protests filed by prospective Bidders relating to the City’s bidding procedure or award of the Contract. Protests shall be filed and processed in accordance with Section 4.12.150 of the Roseville Municipal Code. A Bidder’s failure to follow the bid protest procedures may result in rejection of the protest by the City.

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PROP - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 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.

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PROP - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] The undersigned Bidder understands that any clarification made to the above or any new and different conditions or information submitted on or with its Proposal, other than that requested, may render the bid non-responsive.

The undersigned, as Bidder, declares that the only persons or parties interested in this Proposal as principals are those named herein; that this Proposal is made without collusion with any other person, firm, or corporation; that the Bidder has carefully examined the location of the proposed Work, the attached Form of Agreement, and the plans, Specifications, and other Contract Documents; and agrees if this Proposal is accepted, that it will contract with the City of Roseville, in the form of a copy of the Agreement contained in the Project Manual, to provide all necessary machinery, tools, apparatus and other means of construction, and to do all the work and furnish all the materials specified in the Contract Documents, in the manner and time therein prescribed, and according to the requirements of the Director, as therein set forth, and that the Bidder will take in full payment therefore prices indicated in the Schedule of Bid Items, including all work modified by addendum numbers ________________. (IF NONE, STATE NONE).

Bids are required for all Bid Items. The amount of the Bid for comparison purposes will be the total of all items awarded.

The Bidder shall set forth for each item of work, in clearly legible figures, an item (“unit”) price and a total for the item in the respective spaces provided for this purpose in the Schedule of Bid Items.

The prices included within the Schedule of Bid Items include all costs for labor, materials, tools, equipment, services, Subcontractors, suppliers, taxes, insurance, shipment, delivery, overhead, profit, and for all other costs necessary to perform the Work in accordance

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PROP - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] with the Contract Documents.

Accompanying this Proposal is _______________________________________________. (Notice: Insert the words “Cash $_________,” “Cashier's Check,” “Certified Check,” or “Bidder's Bond,” as the case may be, in an amount equal to at least ten percent (10%) of the total of the Bid.)
The names of all persons interested in the foregoing Proposal as Principals, are as follows: ______________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ If SOLE OWNER, execute here:

I sign as sole owner of the business named above:
_____________________________________________________________________________ If PARTNERSHIP, one or more partners sign here:

The undersigned certify that we are partners in the business named above and that we sign this bid with the full authority to do so:
____________________________________________________________________________ ____________________________________________________________________________ If CORPORATION, execute here:

Corporate Name: _______________________________________

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PROP - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Incorporated under the laws of the State of ____________________________________ The undersigned certify that they sign this bid with the full and proper authorization so to do:

By
Signature of Authorized Official*
Title
Typewritten or Printed Name
By
Signature of Authorized Official*
Title
Typewritten or Printed Name
If JOINT VENTURE, execute here:

Joint Venture name composed of:

The undersigned certify that they sign this bid with the full and proper authorization so to do:

Signature of Authorized Official*
Title
Typewritten or Printed Name
Signature of Authorized Official*
Title
Typewritten or Printed Name
*If Bidder is a partnership or Joint Venture, give the full names of all partners and/or Joint Ventures in the space provided (use additional sheet if required). If Bidder is a corporation, two signatures are required as follows: (1) the Chairman, President, or Vice-President and (2) the Secretary, Assistant Secretary, Chief Financial Officer, Treasurer, or Assistant Treasurer. In the alternative, this Agreement may be executed by a single officer or a person other than an officer provided that evidence satisfactory to City is provided demonstrating that such individual is authorized to bind the corporation (example, a copy of a certified resolution from the corporation’s board or a copy of the corporation’s bylaws).

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PROP - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] [LIST OF SUBCONTRACTORS FOLLOWS ON NEXT PAGE.]

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PROP - 6
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

LIST OF SUBCONTRACTORS
Contractor’s Name: _________________________________
The Bidder is required to furnish the following information in accordance with the provisions of Section 4100 and 4114, inclusive, of the Public Contract Code of the State of California. This list and information shall include all Subcontractors that perform work, provide labor or render services to the Bidder in connection with the Project in an amount in excess of one-half of one percent (0.5%) of the total amount of the Bidder Grand Total Price.

PORTION/

TYPE OF
WORK
% OF

CONTRACT
SUBCONTRACTOR’S
NAME

CONTRACTOR
LICENSE NO. DIR REG NO. BUSINESS ADDRESS (CITY, STATE)

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PROP - 7
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

SECURITY FOR COMPENSATION CERTIFICATE
(Required by California Labor Code Section 1861)
TO: City Council
City of Roseville
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this Contract. _________________________________
_________________________________
(Signature of Bidder)
_________________________________
_________________________________
Business Address
_________________________________
Telephone

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PROP - 8
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] BIDDER’S BOND
City Council of the City of Roseville
KNOW ALL MEN BY THESE PRESENTS:

That we ________________________________________________________________ ___________________________________________________________, as PRINCIPAL, and ______________________________________________________________________________ a, __________________________________________ and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto the City of Roseville in the penal sum of _______________________________________________ dollars ($________________), being at least TEN PERCENT (10%) OF THE TOTAL AMOUNT OF THE BID of the Principal above named, submitted by said Principal to the City of Roseville, acting by and through the Public Works Director, for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, to the Director of the Department to which said Bid was submitted, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH,
That whereas the Principal has submitted the above-mentioned Bid to the City Council of the City of Roseville, as aforesaid, for certain construction specifically described as follows, for which Bids are to be opened at the Office of the City Clerk located at 311 Vernon Street, Roseville, California, on ____________________________, 20__ FOR (Copy here the exact title of work as it appears on the Proposal.)

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PROP - 9
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] NOW, THEREFORE, IF THE AFORESAID PRINCIPAL is awarded the Contract and, within the time and manner required under the Contract Documents, after the prescribed forms are presented for signature, enters into a written Contract, in the prescribed form, in accordance with the Bid, and files all insurance and two (2) Bonds with the Department, one (1) to guarantee Faithful Performance and the other to guarantee Payment for Labor and Materials, as required by law, then this obligation shall be null and void; otherwise, it shall be and remain in full force and effect.

IN WITNESS WHEREOF, we have hereunto set our hands and seals on this _____ day of _____________________, 20___.
______________________________(Seal)
______________________________(Seal)
______________________________(Seal)
Principal
______________________________(Seal)
______________________________(Seal)
______________________________(Seal)
Surety
__________________________________
__________________________________
Business Address
NOTE: To be considered complete, both the Principal and the Surety must sign this Bidder’s Bond. In addition, signatures of those executing for the Surety must be properly acknowledged.

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PROP - 10
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Project ____________________________
Contractor _________________________

SCHEDULE OF BID ITEMS

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PROP – 13A

SCHEDULE OF BID ITEMS
CO-61 PARK
The bidder, in compliance with the published Notice to Contractors, having examined the Plans and Specifications, any and all addenda, any related documents, and all of the sites of the proposed work, and being familiar with all the conditions surrounding the construction of the proposed project, including the availability of material, hereby proposes to furnish all labor, materials, and supplies, and to construct the project in accordance with the Contract Documents, within the time period set forth therein, and at the prices stated. This is a lump sum bid project. These prices are to include all labor, materials, supplies, and all other expenditures incidental to complete compliance to the Contract Documents.

The work to be included in the Contract shall be determined by the City prior to award of Contract. The amount of the bid for comparison and award purposes shall be the total amount set forth in the “Grand Total Bid Price”. The City reserves the right to award none, all or selected add alternates as the budget permits.

BASE BID:

Base bid includes all work as shown on the plans, project manual, and addenda to construct the CO-61 Park project.

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

Add Alternate #1 – Swing Set with Containment and Seating Numerical Additive Alternative #1 Bid: $
Written Additive Alternative #1 Bid: dollars and ______ Add Alternate #2 – Half-Court Basketball and Benches
Numerical Additive Alternative #2 Bid: $
Written Additive Alternative #2 Bid: dollars and ______ Add Alternate #3 – Shade Structure over Picnic Area
Numerical Additive Alternative #3 Bid: $
Written Additive Alternative #3 Bid: dollars and ______ Add Alternate #4 – Additional Turf Area with Irrigation & Mow Band Numerical Additive Alternative #4 Bid: $
Written Additive Alternative #4 Bid: dollars and ______

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PROP – 13B
SCHEDULE OF BID ITEMS- continued
Add Alternate #5 – Paved Bike Trail
Numerical Additive Alternative #5 Bid: $
Written Additive Alternative #5 Bid: dollars and ______ Add Alternate #6 – Shade Structure over Play Area
Numerical Additive Alternative #5 Bid: $
Written Additive Alternative #5 Bid: dollars and ______ GRAND TOTAL BID PRICE:

Lump Sum Base Bid plus Add Alternates #1 through #6
Numerical Grand Total Bid Price: $
Written Grand Total Bid Price: dollars and ______
The additions/deletions sheets (PROP – 13C through PROP – 13E) are required to be completed in their entirety.

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

Contractor Name (print or type):

Signature (by authorized representative):

Date: FOR License No.: Class:

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For Additions and Deletions Only
Contractor shall provide itemized costs as shown below for use during construction for additions or deletions only. Unit costs to be listed are based on the project plans, specifications, Parks Construction Standards and the Design & Construction Standards, unless otherwise noted. Items listed are not necessarily shown on the plans or identified in the Technical Specifications.

Item Description Unit Unit Cost
1 EC-2 Preservation of Existing Vegetation sf
2 EC-3 Hydraulic Mulch sf
3 EC-4 Hydroseeding sf
4 EC-6 Straw Mulch sf
5 EC-7 Geotextiles and Mats sf
6 EC-8 Wood Mulching sf
7 EC-10 Velocity dissipation device ea
8 EC-11 Slope Drains ea
9 EC-14 Compost Blanket sf
10 EC-16 Non-Vegetative Stabilization sf
11 SE-1 Silt Fence lf
12 SE-5 Fiber Rolls lf
13 SE-6 Gravel Bag Berm ea
14 SE-7 Street Sweeping and Vacuuming ea
15 SE-8 Sandbag Barrier lf
16 SE-9 Straw Bale Barrier lf
17 SE-10 Storm Drain Inlet Protection ea
18 TC-1 Stabilized construction entrance/exit ea
19 TC-3 Entrance/outlet tire wash ea
20 Clearing and Grubbing sf
21 Site Security Fencing lf
22 Rough Grading (Earthwork) cy
CO-61 PARK PROJECT
Items 1 through 19 are to be consistent with requirements detailed in California Stormwater Quality Association Stormwater Best Management Practice Handbook, latest edition.

PROP - 13

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For Additions and Deletions Only (continued)
Item Description Unit Unit Cost
23 Finish grading (earthwork) sf
24 1" Schedule 80 PVC Pipe lf
25 12" Storm drain, PVC, SDR-35 lf
26 6" Storm drain, PVC, SDR-35 lf
27 4" Storm drain, PVC, SDR-35 lf
28 4" Sanitary Sewer, SDR-35 lf
29 1" Domestic Water Service, meter, backflow ls
30 2" Recycled Water Service, Meter ea
31 Sanitary Sewer Cleanout ea
32 12"x12" Storm Drain Catch Basin ea
33 24"x24" Storm Drain Drop Inlet ea
34 Storm Drain Connection to Existing SD Stub ea
35 Electrical POC ls
36 Concrete Paving - ROW (per DS Standard) sf
37 Concrete Paving (per Parks detail PK-31) sf
38 Redwood Header Board lf
39 Concrete Mow Curb (6")
40 Concrete Mow Curb (12") lf
41 Stabilized Decomposed Granite Paving sf
42 Drinking Fountain with Bottle Filler ea
43 Picnic Table ea
44 Picnic Table, Accessible ea
45 Park Bench with Back ea
46 Basketball Hoop, standard, backboard, Assembly ea
47 Park Identification Sign ea
48 16' Pole Light LED ea
49 Trash Receptacle ea
50 Play Area Curb (PK-36) lf
CO-61 PARK PROJECT
PROP - 13

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Item Description Unit Unit Cost
51 Play Equipment (small) ls
52 Engineered Wood Fiber (12" depth) cy
53 Drain rock (3" depth) cy
54 Play Area Access Ramp ea
55 Playground Rules Sign ea
56 Irrigation Booster Pump ls
57 Irrigation Controller with Enclosure ea
58 2" Recycled Water Filter (Amiad) ls
59 Flow meter and Master Valve ls
60 Irrigation Mainline 3" lf
61 Irrigation Control Wire (#12,#14 AWG-UF) lf
62 6" Sleeve (Sch 40) lf
63 Irrigation Lateral Lines PVC lf
64 Irrigation Remote Control Valve 2" ea
65 Irrigation Remote Control Valve 1.5" ea
66 Irrigation Remote Control Valve 1" ea
67 Quick Coupling Valve 1" ea
68 R-VAN Rotary Assembly incl. Swing Joint ea
69 Tree Bubbler ea
70 Soil Amendments sf
71 Hydroseeded Turf sf
72 Sodded Turf sf
73 Install Trees (15 Gal.) ea
74 Install Trees (24" Box) ea
75 Install Shrubs (5 Gallon) ea
76 Install Shrubs/Grasses (1 Gallon) ea
77 Install Groundcover Roses (2 Gallon) ea
78 Bark Mulch (3") cy
79 Landscape Maintenance (per 30 Day) ea
For Additions and Deletions Only (continued)
CO-61 PARK PROJECT
PROP - 13

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PROP - 11
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

NONCOLLUSION DECLARATION TO BE EXECUTED BY

BIDDER AND SUBMITTED WITH BID
The undersigned declares:

I am the _________________ of ______________________, the party making the foregoing bid.

The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or sham bid. The Bidder has not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a sham bid, or to refrain from bidding. The Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the Bidder or any other Bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other Bidder. All statements contained in the bid are true. The Bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on behalf of a Bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the Bidder.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on _____________________ [date], at _____________________________ [city], ________________ [state]. ____________________________________
(Signature of Declarant)

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PROP - 12
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

DISQUALIFICATION QUESTIONNAIRE
The Bidder shall complete, under the penalty of perjury, the following questionnaire:

Has the Bidder, any officer of the Bidder, or any employee of the Bidder who has proprietary interest in the Bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation?
Yes______ No______
If the answer is yes, explain the circumstances in the following space.

NAME OF BIDDER: _________________________________________ SIGNATURE OF BIDDER: ____________________________________ TITLE OF BIDDER: _________________________________________ DATE: _____________________________________________________

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PROP - 13
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

ACKNOWLEDGEMENT OF INSURANCE AND BOND REQUIREMENTS
Included in the Bid Price is full compensation for the requirements set forth in the INSURANCE BROKER INFORMATION PACKET of the Project Manual.

FOR COUNCIL APPROVAL ONLY

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PROP - 14
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

DISCLAIMER OF WARRANTIES AND ACCURACY OF DATA
Although soil and site investigation reports have been obtained from sources believed to be reliable, no warranty expressed or implied is made regarding accuracy, adequacy, completeness, legality, reliability or usefulness of any information contained therein. These reports are subject to change at any time, may be incomplete, and/or may contain errors. This information is provided for informational purposes only. The City of Roseville provides this information on an “as is” basis. Warranties of any kind, express or implied, or statutory, including but not limited to the implied warranties of merchantability, and fitness for a particular purpose ARE DISCLAIMED to any party viewing these documents or to any third party.

The City of Roseville does not accept and expressly disclaims liability to any party viewing such information, or to any third party whatsoever, for any loss, damage, or injury (including incidental or consequential damages) whether such loss, damage, or injury is the result of negligence, willful or intentional misconduct, or any other cause.

I have read and acknowledged the above disclaimer and agree to hold harmless the City of Roseville on any theory of liability for any loss, damage or injury whether in contract, strict liability or tort arising in any way out of the use or contents of the released information or documents described above or the performance of the work called for herein.

Print Name Signature

Name of Business/Company/Corporation Date

Address Phone

FOR COUNCIL APPROVAL ONLY

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PROP - 15
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

END OF PROPOSAL

FOR COUNCIL APPROVAL ONLY

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1 [B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

A G R E E M E N T
THIS AGREEMENT, is made and entered into this _____ day of __________________, 20_____, by and between the City of Roseville, a municipal corporation, (“CITY”), and ______________________________________________, a ____________________________, (“CONTRACTOR”); and
W I T N E S E T H:

WHEREAS, the City Council of the CITY, at a meeting held on the ____day of __________________, 20_____, approved plans and specifications for the ______________________________________________________________________________ and directed the City Clerk to advertise for sealed proposals for doing said work and providing that bids be submitted on the _____ day of ________________, 20_____; and WHEREAS, the City Clerk, thereafter duly and regularly caused a notice to be published in the manner and for the time prescribed by law; and
WHEREAS, CONTRACTOR, pursuant to the provisions of said notice duly filed a bid with the City Clerk, a true copy of which bid is now on file in the office of the City Clerk, and is hereby referred to and by this reference made a part hereof as fully as if set forth at length herein; and
WHEREAS, all bids received pursuant to said notice were opened and examined and publicly declared at the time specified in said advertisement for bids and at a meeting of the City Council held on the _____ day of ___________________, 20_____, the Council found and

FOR COUNCIL APPROVAL ONLY

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2 [B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] declared the bid of CONTRACTOR to be the lowest responsible bid and thereupon awarded a contract to CONTRACTOR to do the work referred to in the aforementioned specifications.

NOW, THEREFORE, the parties agree as follows:

1. THE WORK. CONTRACTOR agrees:
a. To do the work and furnish all the labor, materials, tools, supplies, equipment, superintendence, insurance, and bonds required for the _______________________ ______________________________________________________________________________ in accordance with the Contract Documents (the Work).
b. To do and perform the Work contemplated hereby in a good and workmanlike manner under the direction of and to the satisfaction of the Director of Public Works of the City of Roseville.

2. PAYMENT. CITY shall pay CONTRACTOR __________________________ _________________________________________ dollars ($________________) for the Work to be done under this Agreement in accordance with the Contract Documents.

3. CONTRACT DOCUMENTS. The complete Agreement between the parties hereto consists of the following documents:
a. The advertisement for bids (including the notice to bidders, instructions to bidders and proposals);
b. The accepted bid;
c. Plans and specifications (including general conditions, supplemental conditions, special provisions and construction details); d. Bonds and insurance required by the specifications; and

FOR COUNCIL APPROVAL ONLY

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3 [B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] e. This contract.

All documents specified above are intended to operate so that any work called for in any one and not mentioned in the other, or vice versa, is to be executed the same as if mentioned in all said documents.

4. LIQUIDATED DAMAGES. In the event CONTRACTOR does not complete the Work within the time specified, CONTRACTOR agrees that CITY will suffer damages.

Inasmuch as the actual damages which would result from such breach by CONTRACTOR under this Agreement are uncertain, and would be impractical or extremely difficult to fix, CONTRACTOR agrees that it shall pay, or CITY shall deduct from CONTRACTOR’s fee, the amount of $________ 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

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4 [B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] CITY may also act through either its architect or construction manager if CITY expressly gives notice to CONTRACTOR, in writing, that CITY’s designee has authority to act for CITY in a specific capacity.

7. DISPUTES. Disputes arising from this Agreement will be determined in accordance with the Contract Documents and Public Contract Code Sections 10240-10240.13.

8. GOVERNING LAW. This Agreement shall be governed by and construed in accordance with the laws of the State of California.

9. INDEPENDENT CONTRACTOR. CONTRACTOR shall act as an independent contractor, and covenants and agrees that it will conduct itself consistent with such status, that it will neither hold itself out as, nor claim to be, an officer or employee of CITY by reason of this Agreement.

10. SUCCESSORS IN INTEREST. This Agreement shall be binding upon the heirs, successors, executors, administrators and assigns of the respective parties hereto.

11. MODIFICATION. This Agreement and each provision contained herein may be waived, amended, supplemented or eliminated only by mutual written agreement of the parties.

12. SEVERABILITY. If any of the provisions contained in this Agreement are for any reason held invalid or unenforceable, such holding shall not affect the remaining provisions or the validity and enforceability of the Agreement as a whole.

13. INTEGRATED AGREEMENT. This is an integrated agreement and contains all of the terms, considerations, understanding and promises of the parties. It shall be read as a whole.

14. CONTRACTORS LICENSE LAW. CONTRACTORS ARE REQUIRED BY LAW TO BE LICENSED AND REGULATED BY THE CONTRACTORS’ STATE LICENSE

FOR COUNCIL APPROVAL ONLY

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5 [B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

BOARD WHICH HAS JURISDICTION TO INVESTIGATE COMPLAINTS AGAINST

CONTRACTORS IF A COMPLAINT REGARDING A PATENT ACT OR OMISSION IS FILED WITHIN FOUR (4) YEARS OF THE DATE OF THE ALLEGED VIOLATION. A

COMPLAINT REGARDING A LATENT ACT OR OMISISON PERTAINING TO STRUCUTRAL DEFECTS MUST BE FILED WITHIN TEN (10) YEARS OF THE DATE OF THE ALLEGED VIOLATION. ANY QUESTIONS CONCERNING A CONTRACTOR MAY BE REFERRED TO THE REGISTRAR, CONTRACTORS’ STATE LICENSE BOARD, P.O.

BOX 26000, SACRAMENTO, CALIFORNIA 95826.

IN WITNESS WHEREOF, the City of Roseville, a municipal corporation, has authorized the execution of this Agreement in duplicate by its City Manager and attestation by its City Clerk under authority of Resolution No. _____, adopted by the Council of the City of Roseville on the ____day of _________________, 20_____, and CONTRACTOR has caused this Agreement to be duly executed.

CITY OF ROSEVILLE, a ___________________________, a
municipal corporation _____________________________
BY:______________________________ BY: __________________________ DOMINICK CASEY its: __________________________
City Manager
and
ATTEST:

BY: __________________________
its: __________________________
BY:______________________________

CARMEN AVALOS
City Clerk

FOR COUNCIL APPROVAL ONLY

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6 [B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] APPROVED AS TO FORM:

BY: ______________________________

MICHELLE SHEIDENBERGER
City Attorney
APPROVED AS TO SUBSTANCE:

BY: ______________________________

Print Name:________________________
Title:______________________________

FOR COUNCIL APPROVAL ONLY

Page 1286 of 1714 ends

[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

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

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

TABLE OF CONTENTS
Page
Notice to Insurance Broker INS 1
Insurance Requirements INS 2
Public Works Faithful Performance Bond INS 10
Public Works Payment Bond INS 13

FOR COUNCIL APPROVAL ONLY

Page 1288 of 1714 ends

INS - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

NOTICE TO INSURANCE BROKER
Your client has been awarded a bid by the City Council of the City of Roseville to perform a public works project known as ___________________________________________.

The Contract Conditions for that project require your client (“the Contractor”) to return certain evidence of insurance and bonds to the City Attorney of the City within fifteen (15) days after the Bid award, unless otherwise directed by the City in writing, or else the Bid award may be terminated and awarded to another company.

This package contains the information you will need as an insurance broker to provide the appropriate insurance and bonds to the City. The insurance coverages the Contractor needs are specified in the section entitled “Insurance Requirements.” Please note that, in addition to the insurance certificate itself, copies of several endorsements must be actually furnished.

Please refer to the Supplemental Conditions for modifications of the General Conditions, if any, and the requirements of this insurance packet.

Please use the standard City of Roseville Bond Forms provided in this package.

The Bonds required must each be in the penal amount of: $______________________.

Bonds must be sent to the following staff person:
________________________________
________________________________
________________________________
Insurance documents must be provided using one of the following methods:
a. By email to [email protected]
b. By fax to (770) 335-5727
After using one of these methods, please DO NOT also send the insurance certificate(s) by mail.
c. Or mail the documents to
City of Roseville
Insurance Compliance
P.O. Box 100085-R1
Duluth, GA 30096

FOR COUNCIL APPROVAL ONLY

Page 1289 of 1714 ends

INS - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] When forwarding the documents, please refer to the project name so that the documents can be matched with the Contract for which they are submitted.

Thank you.

FOR COUNCIL APPROVAL ONLY

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INS - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

INSURANCE REQUIREMENTS
The following sections are quoted from the General Conditions:
5-1.23 INSURANCE COVERAGE.

A. Evidence of Maintenance Required. The Contractor shall, at its expense, procure and at all times maintain in full force and effect at a minimum the insurance required by this section on all of its operations; and the Contractor shall not allow any Subcontractor to commence work until similar insurance required of the Subcontractor has been obtained and filed. An original Certificate of Insurance, and copies of all required endorsements, all in a form approved by the Risk Manager, evidencing all required coverage or policies shall be filed after the award of the bid and prior to approval of the Contract by the City Council. Contractor shall provide ten (10) days prior written notice to the City of any reduction of coverage limits or cancellation of the coverage or policies shall be given to the City of Roseville as Certificate holder.

B. Qualifying Insurers. With the exception of the State Compensation Insurance Fund, all required insurance policies shall be issued by companies acceptable to the City and licensed to do business in the State of California and who hold a current policy holders alphabetic and financial size category rating of not less than AVII according to the most recent issue of Best's Insurance Reports.

C. Insurance Required.

1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations with limits of no less than Two Million Dollars ($2,000,000) per occurrence for bodily injury, personal injury and property damage for projects under One Million Dollars ($1,000,000) and

FOR COUNCIL APPROVAL ONLY

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INS - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] limits of no less than Five Million Dollars ($5,000,000) per occurrence for bodily injury, personal injury and property damage for projects over One Million Dollars ($1,000,000). If a general aggregate limit applies, either the aggregate limit shall apply separately to this project or the general aggregate limit shall be twice the required occurrence limit.

The Commercial General Liability insurance shall include the following, copies of which shall be provided:
a. Inclusion of the City of Roseville, and its officers, agents, employees, and volunteers, as additional insureds (except for workers’ compensation) as respects services or operations under the Contract. The additional insured endorsement for the general liability policy shall be at least as broad as the ISO CG 2010 10 01 combined with ISO CGL Endorsement CG 2037 10 01. Any other endorsement must be approved in writing by the City.

Endorsements must include coverage for on-going and completed operations, which coverage shall be maintained for four (4) years following completion of the Project. Endorsements shall cover the City of Roseville, its officers, agents, employees, and volunteers. b. The insurance shall provide coverage for claims by one insured against another insured and the policies shall not contain any cross-suits exclusions, crossliability exclusions, or insured versus insured exclusions. The policies shall not contain any classification exclusions purporting to deny coverage for any work to be performed by Contractor or any of its Subcontractors.
c. Stipulation that the insurance is primary and noncontributory, as evidenced by a separate endorsement (CG 20 01 04 13 or an equivalent) or section of the policy, and that neither the City nor its insurers will be called upon to contribute to a loss. d. Such insurance shall specifically cover the contractual liability of

FOR COUNCIL APPROVAL ONLY

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INS - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] the Contractor.
e. Any available insurance proceeds in excess of the specified minimum insurance coverage requirements and limits shall be available to the additional insureds. Furthermore, the requirements for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; or (2) the full coverage and maximum limits of any insurance proceeds available to the named insureds, whichever is greater. f. Waiver of subrogation endorsement.
g. The Contractor shall furnish a certificate for the period covered.

2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering Code 1 (any auto), or if Contractor has no owned autos, Code 8 (hired) and Code 9 (non-owned), with limits of no less than One Million Dollars ($1,000,000) per accident for bodily injury and property damage.

3. Workers' Compensation: In accordance with the provisions of the California Labor Code, Contractor is required to be insured against liability for Workers' Compensation or to undertake self-insurance. Statutory Workers' Compensation and Employers' Liability of at least One Million Dollars ($1,000,000) shall cover all Contractors staff while performing any work incidental to the performance or this Agreement.

4. Professional Liability: Professional Liability (Errors and Omission) Insurance appropriate to Contractor’s profession, with a limit of liability not less than One Million Dollars ($1,000,000) per occurrence or claim and Two Million Dollars ($2,000,000) aggregate to cover all design and engineering services rendered by Contractor pursuant to the Agreement. Coverage must commence from the first day that Contractor or any of its Subcontractors provided any design or engineering services in connection with the Project.

FOR COUNCIL APPROVAL ONLY

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INS - 6
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

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

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INS - 7
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] pollutants, in limits not less than Two Million Dollars ($2,000,000). Contractor shall add the City and all parties required to be indemnified by Contractor as additional insured on all pollution liability policies.

7. Higher Coverage Limits: If Contractor maintains higher coverage limits than the amounts shown above, then the City requires and shall be entitled to coverage for the higher coverage limits maintained by Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.

8. Claims Made Coverage: Liability insurance coverage may not be written on a “claims made” or modified occurrence basis. The Certificate of Insurance must clearly provide that the coverage is on an “occurrence” basis.
5-1.24 OTHER INSURANCE PROVISIONS.

A. The requirements of the Standard Specifications as to types and limits of insurance coverage to be maintained by the Contractor, and any approval of insurance by the City, are not intended to, and shall not in any manner limit or qualify the liabilities and obligations otherwise assumed by the Contractor pursuant to the Contract, including, but not limited to, the provisions concerning indemnification, nor preclude the City from taking any other action available to it under any other provision of the Contract or law.

B. The City acknowledges that some insurance requirements contained in these Standard Specifications may be fulfilled by self-insurance on the part of the Contractor.

However, this shall not in any way limit liabilities assumed by Contractor under the Contract.

Any self-insurance must be approved in writing by the City, in its sole discretion and shall not reduce the limits of liability. Any deductibles or self-insured retentions (“SIR”) must be declared on the certificate of insurance and approved by City in writing. Policies containing any

FOR COUNCIL APPROVAL ONLY

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INS - 8
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SIR provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or City. City reserves the right to obtain a full certified copy of any insurance policy and endorsements. The failure to exercise this right shall not constitute a waiver of such right.

C. The Contractor agrees to include in its contracts with all subcontractors the same requirements and provisions of this Contract, including the indemnity and insurance requirements, to the extent they apply to the scope of the subcontractor’s work. Furthermore, the Contractor shall require its subcontractors to agree to be bound to the Contractor and the City in the same manner and to the same extent as the Contractor is bound to the City under this Contract. Additionally, the Contractor shall obligate its subcontractors to comply with these same provisions with respect to any tertiary subcontractor, regardless of tier. A copy of the City’s indemnity and insurance provisions will be furnished to the subcontractor or tertiary subcontractor upon request. Alternatively, the Contractor may insure subcontractor(s) under its own policy.

D. The City, its officers, agents, employees, and volunteers are to be covered as insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. Coverage shall not extend to any indemnity coverage for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under California Insurance Code Section 11580.04.

E. The limits of insurance required in this Contract may be satisfied by a combination of primary and excess insurance. Any excess insurance shall contain or be

FOR COUNCIL APPROVAL ONLY

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INS - 9
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of the City (if agreed to in a written contract) before the City’s own insurance shall be called upon to protect it as a named insured.

F. The insurance procured by Contractor shall be subject to the approval of the City, but any acceptance of insurance certificates by the City shall in no way limit or relieve Contractor of its duties and responsibilities under the Agreement.

G. Contractor shall be responsible for all premiums, deductibles, and selfinsured retention applicable to the insurance it is required to procure under the Contract. All deductibles or self-insured retentions over five hundred thousand dollars ($500,000) must be approved by the City, in writing. Contractor shall be responsible for all deductibles, self-insured retention payments, and/or increased premiums incurred if the City’s policies of insurance are forced to cover damages or respond to claims for which Contractor or its Subcontractors were obligated to provide insurance under the Contract.

H. Failure of the City to enforce in a timely manner any of the requirements of these insurance provisions shall not act as a waiver to enforcement of any of these provisions at a later date.

I. Contractor’s indemnity obligations shall not be limited by these insurance provisions and shall survive the expiration of the Contract and the insurance provisions of the Contract shall likewise not be limited by the indemnity provisions of the Contract.

J. THE CITY RESERVES THE RIGHT TO WITHHOLD ANY

PROGRESS PAYMENTS TO THE CONTRACTOR IN THE EVENT OF
NONCOMPLIANCE WITH ANY INSURANCE REQUIREMENTS.

FOR COUNCIL APPROVAL ONLY

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

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 $_________

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] this paragraph to the contrary notwithstanding, the obligation of the SURETY shall continue so long as any obligation of the PRINCIPAL remains.

No prepayment or delay in payments, and no change, extension, addition or alteration of any provision of the AGREEMENT or in the specifications agreed to between the PRINCIPAL and the CITY, or any forbearance on the part of the CITY shall operate to relieve the SURETY. The SURETY hereby waives the provisions of Section 2819 of the California Civil Code. The SURETY waives all rights of subrogation against the CITY or any person employed by the CITY. If the contract price increases by the issuance of change orders, the amount specified in this bond shall increase by the same amount.

Whenever PRINCIPAL shall be and declared by CITY to be in default under the AGREEMENT, SURETY shall promptly remedy the default, or shall promptly do one of the follow at CITY’s election:

1. Undertake through its agents or independent contractors, reasonably acceptable to CITY, to complete the AGREEMENT in accordance with its terms and conditions and to pay and perform all obligations of PRINCIPAL under the AGREEMENT, including without limitation, all obligations with respect to warranties, guarantees, and the payment of liquidated damages.

2. Reimburse CITY for all costs CITY incurs in completing the AGREEMENT, and in correcting, repairing or replacing defects in materials or workmanship and/or materials and workmanship which do not conform to the specifications in the AGREEMENT.

SURETY’s obligations hereunder are independent of the obligations of any other surety for the performance of the AGREEMENT, and suit may be brought against SURETY and such other sureties, jointly and severally, or against any one or more of them, or against less than all of them without impairing CITY’s rights against the others.

No right of action shall accrue on this bond to or for the use of any person or corporation other than CITY or its successors or assigns.

As part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by CITY in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. [SIGNATURES NEXT PAGE]

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] IN WITNESS WHEREOF, this instrument has been duly executed by the PRINCIPAL and SURETY above-named, on the ____ day of __________________, 20___.

PRINCIPAL: SURETY:

BY:____________________________ BY:__________________________ PRINT NAME: ________________________ PRINT NAME: ______________________ PRINT TITLE: ________________________ PRINT TITLE:_______________________ AND MAILING ADDRESS:

BY: ___________________________ _____________________________ PRINT NAME: ________________________ ___________________________________ PRINT TITLE:_________________________ ___________________________________ (Notarization by Surety and copy of
Power of Attorney required.)
APPROVED AS TO FORM:

BY: ________
City Attorney

FOR COUNCIL APPROVAL ONLY

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

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 $_________

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] No prepayment or delay in payments, and no change, extension, addition or alteration of any provision of the AGREEMENT or in the specifications agreed to between the PRINCIPAL and the CITY, or any forbearance on the part of the CITY shall operate to relieve the SURETY. The SURETY hereby waives the provisions of Section 2819 of the California Civil Code. The SURETY waives all rights of subrogation against the CITY or any person employed by the CITY. If the contract price increases by the issuance of change orders, the amount specified in this bond shall increase by the same amount.

IN WITNESS WHEREOF, this instrument has been duly executed by the PRINCIPAL and SURETY above-named, on the _____ day of __________________, 20__.

PRINCIPAL: SURETY:

BY: ________
City Attorney

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GC
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

CITY OF ROSEVILLE

GENERAL CONDITIONS
FOR

BUILDINGS AND GROUNDS

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GC – i
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

CITY OF ROSEVILLE

GENERAL CONDITIONS
FOR

BUILDINGS AND GROUNDS
SECTION 1: DEFINITIONS AND TERMS .................................................................... GC-1:1 1-1.01 GENERAL ...................................................................................................... GC-1:1 1-1.02 ACCEPTANCE .............................................................................................. GC-1:1 1-1.03 ADDENDUM .................................................................................................. GC-1:1 1-1.04 AS-BUILT DOCUMENTS, AS-BUILT DRAWINGS AND RECORD DOCUMENTS ................................................................................................ GC-1:1 1-1.05 ASSESSMENT ............................................................................................... GC-1:1 1-1.06 BENEFICIAL OCCUPANCY ...................................................................... GC-1:2 1-1.07 BID GUARANTY ........................................................................................... GC-1:2 1-1.08 BIDDER .......................................................................................................... GC-1:2 1-1.09 BIDDING DOCUMENTS ............................................................................. GC-1:2 1-1.10 CHANGE ORDER ......................................................................................... GC-1:2 1-1.11 CITY ................................................................................................................ GC-1:2 1-1.12 CITY ATTORNEY ........................................................................................ GC-1:2 1-1.13 CITY CLERK ................................................................................................. GC-1:2 1-1.14 CLAIM ............................................................................................................ GC-1:2 1-1.15 CONSTRUCTION SCHEDULE .................................................................. GC-1:3 1-1.16 CONTRACT OR AGREEMENT ................................................................. GC-1:3 1-1.17 CONTRACT CONDITIONS ........................................................................ GC-1:3 1-1.18 CONTRACT DOCUMENTS ........................................................................ GC-1:3 1-1.19 CONTRACT DRAWINGS ............................................................................ GC-1:3 1-1.20 CONTRACT PRICE ...................................................................................... GC-1:4 1-1.21 CONTRACT TIME ....................................................................................... GC-1:4 1-1.22 CONTRACTOR ............................................................................................. GC-1:4 1-1.23 DAY OR DAYS ............................................................................................... GC-1:4 1-1.24 DEPARTMENT ............................................................................................. GC-1:4 1-1.25 DIRECT COSTS ............................................................................................ GC-1:4 1-1-26 DIRECTOR. ................................................................................................... GC-1:6 1-1.27 EMERGENCY. .............................................................................................. GC-1:6 1-1.28 ENGINEER OR ARCHITECT ..................................................................... GC-1:7 1-1.29 FINAL COMPLETION ................................................................................. GC-1:7 1-1.30 FORCE ACCOUNT ....................................................................................... GC-1:7 1-1.31 GENERAL NOTES ........................................................................................ GC-1:7 1-1.32 INSTALLATION,INSTALL ........................................................................ GC-1:7 1-1.33 LABORATORY ............................................................................................. GC-1:7 1-1.34 LEGAL HOLIDAYS ...................................................................................... GC-1:7 1-1.35 LIQUIDATED DAMAGES ........................................................................... GC-1:7 1-1.36 NOTICE OF COMPLETION ....................................................................... GC-1:8 1-1.37 NOTICE TO PROCEED ............................................................................... GC-1:8 1-1.38 NOTICE OF TERMINATION ..................................................................... GC-1:8

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 1-1.39 OVERHEAD ................................................................................................... GC-1:8 1-1.40 PREMISES ..................................................................................................... GC-1:9 1-1.41 PROFESSIONAL ENGINEER .................................................................... GC-1:9 1-1.42 PROJECT MANUAL .................................................................................... GC-1:9 1-1.43 PROPOSAL FORMS ..................................................................................... GC-1:9 1-1.44 REQUEST FOR INFORMATION (RFI). ................................................... GC-1:9 1-1.45 SAFETY .......................................................................................................... GC-1:9 1-1.46 SCHEDULE OF VALUES. ........................................................................... GC-1:9 1-1.47 SHOP DRAWINGS ...................................................................................... GC-1:10 1-1.48 SPECIFICATIONS ...................................................................................... GC-1:10 1-1.49 SUBCONTRACTOR ................................................................................... GC-1:10 1-1.50 SUBMITTALS ............................................................................................. GC-1:10 1-1.51 SUPPLEMENTAL CONDITIONS ............................................................ GC-1:10 1-1.52 SUPPLIER .................................................................................................... GC-1:10 1-1.53 WORK ........................................................................................................... GC-1:11 1-1.54 WORK SITE ................................................................................................. GC-1:11 1-1.55 WORKING DRAWINGS ............................................................................ GC-1:11 SECTION 2: CONTROL AND SCOPE OF THE WORK ............................................. GC-2:1 2-1.01 AUTHORITY OF DIRECTOR .................................................................... GC-2:1 2-1.02 INTENT OF CONTRACT DOCUMENTS .................................................. GC-2:1 2-1.03 EXAMINATION AND VERIFICATION OF CONTRACT
DOCUMENTS ................................................................................................ GC-2:2 2-1.04 CONTRACT DRAWINGS ............................................................................ GC-2:3 2-1.05 COORDINATION AND INTERPRETATION OF CONTRACT
DOCUMENTS ................................................................................................ GC-2:3 2-1.06 INDEPENDENT CONTRACTOR STATUS ............................................... GC-2:5 2-1.07 ORDER OF WORK ....................................................................................... GC-2:5 2-1.08 SUBMITTALS ............................................................................................... GC-2:5 2-1.08A SHOP DRAWINGS.................................................................................. GC-2:6 2-1.08B DESCRIPTIVE DATA ............................................................................ GC-2:7 2-1.08C SAMPLES ................................................................................................ GC-2:7 2-1.08D MANUALS, INSTRUCTIONS AND AFFIDAVIT ................................ GC-2:7 2-1.08E ALTERNATIVES................................................................................... GC-2:10 2-1.09 DISPOSAL OF MATERIAL OUTSIDE THE WORK SITE ................... GC-2:12 2-1.10 ACCESS TO THE WORK .......................................................................... GC-2:12 2-1.11 TEMPORARY UTILITIES ........................................................................ GC-2:12 2-1.12 UTILITY FACILITIES ............................................................................... GC-2:13 2-1.13 PRESERVATION AND CLEANING ........................................................ GC-2:14 2-1.14 LIMITATIONS ON WORK SITE AND PREMISES ............................... GC-2:14 2-1.15 DUST CONTROL ........................................................................................ GC-2:15 2-1.16 SANITATION .............................................................................................. GC-2:15 2-1.17 NIGHT WORK AND NORMAL WORKING HOURS............................ GC-2:15 2-1.18 LINES AND GRADES ................................................................................. GC-2:16 2-1.19 ARCHEOLOGICAL DISCOVERIES ....................................................... GC-2:17 2-1.20 PRESERVATION OF MONUMENTS ...................................................... GC-2:17 2-1.21 CONFORMITY WITH CONTRACT DOCUMENTS ............................. GC-2:18

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GC – iii
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 2-1.22 FINAL CLEANUP ....................................................................................... GC-2:18 2-1.23 AS-BUILT DOCUMENTS AND DRAWINGS ......................................... GC-2:18 2-1.24 SUPERINTENDENCE ................................................................................ GC-2:19 2-1.25 CHARACTER OF WORKER .................................................................... GC-2:20 2-1.26 INSPECTION ............................................................................................... GC-2:20 2-1.27 REMOVAL OF REJECTED AND UNAUTHORIZED WORK ............. GC-2:21 SECTION 3: CHANGES IN THE WORK ...................................................................... GC-3:1 3-1.01 CHANGES ...................................................................................................... GC-3:1 3-1.02 PROPOSED CHANGE ORDERS ................................................................ GC-3:2 3-1.03 EMERGENCY AND INDETERMINATE TYPE CHANGE ORDERS ... GC-3:3 3-1.04 EXECUTED CHANGE ORDER .................................................................. GC-3:3 3-1.05 CONTRACT PRICE ADJUSTMENT ......................................................... GC-3:3 3-1.06 FORCE ACCOUNT PAYMENT .................................................................. GC-3:5 3-1.06A LABOR ..................................................................................................... GC-3:6 3-1.06B MATERIALS ............................................................................................ GC-3:6 3-1.06C EQUIPMENT........................................................................................... GC-3:7 3-1.06D MARKUPS ............................................................................................... GC-3:8 3-1.06E RECORDS ................................................................................................ GC-3:9 3-1.07 COST REDUCTION PROPOSALS ........................................................... GC-3:11 SECTION 4: CONTROL OF MATERIALS ................................................................... GC-4:1 4-1.01 MATERIALS ................................................................................................. GC-4:1 4-1.02 PRODUCT AND REFERENCE STANDARDS .......................................... GC-4:2 4-1.03 SAMPLING AND TESTING OF MATERIALS ......................................... GC-4:2 4-1.04 CERTIFICATES OF COMPLIANCE ......................................................... GC-4:7 SECTION 5: LEGAL RELATIONS AND RESPONSIBILITY .................................... GC-5:1 5-1.01 LAWS TO BE OBSERVED .......................................................................... GC-5:1 5-1.02 HOURS OF LABOR ...................................................................................... GC-5:1 5-1.03 NONDISCRIMINATION ............................................................................. GC-5:2 5-1.04 PREVAILING WAGE ................................................................................... GC-5:3 5-1.05 REGISTRATION REQUIRED AS QUALIFICATION TO BID .............. GC-5:6 5-1.06 PAYROLL RECORDS .................................................................................. GC-5:7 5-1.07 SAFETY REQUIREMENTS ...................................................................... GC-5:10 5-1.08 SUBSURFACE EXCAVATIONS, NOTIFICATION ............................... GC-5:15 5-1.09 PUBLIC SAFETY ........................................................................................ GC-5:15 5-1.10 EMERGENCIES .......................................................................................... GC-5:17 5-1.11 APPRENTICES ........................................................................................... GC-5:18 5-1.12 FAIR LABOR STANDARDS ACT ............................................................ GC-5:18 5-1.13 WORKERS' COMPENSATION ................................................................ GC-5:19 5-1.14 AIR POLLUTION CONTROL AND ASBESTOS .................................... GC-5:19 5-1.15 USE OF PESTICIDES ................................................................................. GC-5:20 5-1.16 SOUND AND LIGHT CONTROL REQUIREMENTS ............................ GC-5:20 5-1.17 WEIGHT LIMITATIONS .......................................................................... GC-5:21 5-1.18 ENVIRONMENTAL CLEARANCES; MITIGATION MONITORING
PROGRAMS; AND REGULATORY AGENCY PERMIT

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GC – iv
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] REQUIREMENTS ....................................................................................... GC-5:21 5-1.19 PERMITS AND LICENSES ....................................................................... GC-5:21 5-1.20 WATER POLLUTION ................................................................................ GC-5:22 5-1.21 PROTECTION AND USE OF PROPERTY .............................................. GC-5:23 5-1.22 RESPONSIBILITY FOR DAMAGE AND INDEMNIFICATION ......... GC-5:24 5-1.23 INSURANCE COVERAGE ........................................................................ GC-5:26 5-1.24 OTHER INSURANCE PROVISIONS ....................................................... GC-5:31 5-1.25 THIRD PARTY BENEFICIARY ............................................................... GC-5:33 5-1.26 COORDINATION AND ACCESS ............................................................. GC-5:33 5-1.27 OCCUPANCY BY THE DEPARTMENT PRIOR TO ACCEPTANCE .. GC-5:34 5-1.28 RIGHT TO OPERATE UNSATISFACTORY FACILITIES AND
EQUIPMENT ............................................................................................... GC-5:35 5-1.29 CONTRACTOR'S RESPONSIBILITY FOR THE WORK .................... GC-5:36 5-1.30 RESPONSIBILITY FOR UTILITIES ....................................................... GC-5:37 5-1.31 PROPERTY RIGHTS IN MATERIALS ................................................... GC-5:39 5-1.32 COURT ORDERED DELAY ...................................................................... GC-5:39 5-1.33 NO PERSONAL LIABILITY ..................................................................... GC-5:39 5-1.34 RIGHTS IN LAND AND IMPROVEMENTS ........................................... GC-5:40 5-1.35 ANTITRUST CLAIMS ................................................................................ GC-5:40 5-1.36 RIGHTS TO DRAWINGS, TECHNICAL DATA PATENTS ................. GC-5:40 5-1.37 PAYMENT OF TAXES ............................................................................... GC-5:41 5-1.38 GRATUITIES AND CONFLICT OF INTEREST .................................... GC-5:42 5-1.39 COOPERATION.......................................................................................... GC-5:43 5-1.40 DIGGING TRENCHES OR OTHER EXCAVATIONS .......................... GC-5:43 5-1.41 CONTRACTOR REGISTRATION ........................................................... GC-5:44 5-1.42 CITY OF ROSEVILLE ENCROACHMENT PERMITS AND
RIGHTS-OF-WAY ...................................................................................... GC-5:45 SECTION 6: PROSECUTION AND PROGRESS .......................................................... GC-6:1 6-1.01 SUBLETTING AND SUBCONTRACTING ............................................... GC-6:1 6-1.02 ASSIGNMENT ............................................................................................... GC-6:2 6-1.03 BEGINNING OF WORK .............................................................................. GC-6:2 6-1.04 PROGRESS SCHEDULE. ............................................................................ GC-6:3 6-1.05 SCHEDULE OF VALUES ............................................................................ GC-6:9 6-1.06 CITY’S RIGHT TO STOP WORK .............................................................. GC-6:9 6-1.07 TIME OF COMPLETION .......................................................................... GC-6:11 6-1.08 LIQUIDATED DAMAGES ......................................................................... GC-6:12 6-1.09 DELAYS AND EXTENSIONS TO THE WORK ...................................... GC-6:13 6-1.10 TERMINATION .......................................................................................... GC-6:18 6-1.10A TERMINATION OF AGREEMENT – CONVENIENCE OF CITY..GC-6:18 6-1.10B TERMINATION OF AGREEMENT - FOR CAUSE .......................... GC-6:21 SECTION 7: ACCEPTANCE AND PAYMENT ............................................................ GC-7:1 7-1.01 ACCEPTANCE .............................................................................................. GC-7:1 7-1.02 SCOPE OF PAYMENT ................................................................................. GC-7:2 7-1.03 NOTICE OF POTENTIAL CLAIM ............................................................ GC-7:2 7-1.04 CLAIMS ......................................................................................................... GC-7:5

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 7-1.05 DISPUTE RESOLUTION PROCEDURE ................................................... GC-7:6 7-1.06 STOP PAYMENT NOTICES ....................................................................... GC-7:7 7-1.07 PROGRESS PAYMENTS ............................................................................. GC-7:7 7-1.08 PAYMENT FOR MATERIALS AND EQUIPMENT ON HAND ............. GC-7:9 7-1.09 RETENTION ON PROGRESS PAYMENTS ........................................... GC-7:11 7-1.10 FINAL PAYMENT ..................................................................................... GC-7:12 7-1.11 CLERICAL ERRORS ................................................................................. GC-7:14 7-1.12 WARRANTY ................................................................................................ GC-7:14 7-1.13 WARRANTY OF TITLE ............................................................................ GC-7:16

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GC – 1:1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 1

DEFINITIONS AND TERMS
1-1.01 GENERAL. When the following abbreviations and terms or pronouns in place of them appear in the Contract Documents, the intent and meaning shall be interpreted as provided in this Section 1.
1-1.02 ACCEPTANCE. Formal Acceptance by resolution by the Roseville City Council of the Contract when completed in all respects in accordance with the Contract Documents and any modifications previously approved.
1-1.03 ADDENDUM. Written interpretation or revision to any of the Contract Documents issued by the City before the bid opening.
1-1.04 AS-BUILT DOCUMENTS, AS-BUILT DRAWINGS AND RECORD DOCUMENTS. As-Built Documents, As-Built Drawings and Record Documents are all contract documents modified to reflect changes during the construction phase. Specifically, AsBuilt Documents/Drawings are a revised set of drawings submitted by the Contractor upon Final Completion of a project. They reflect changes made in the Specifications and Working Drawings during the construction process, and show the exact dimensions, geometry, and location of all elements of the work completed under the Contract. Record Documents, on the other hand, are compiled by the Engineer or Architect based on the As-Built Documents/Drawings submitted by the Contractor. They reflect the Engineer or Architect’s concurring review of what changes were denoted, why they were made and where they occurred and create a record set of drawings.
1-1.05 ASSESSMENT. A cost imposed on the Contractor for non-compliance

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Roseville City CouncilMarch 4, 2026

Roseville City Council
March 4, 2026