Roseville City Council
March 18, 2026

FD-50 Park
10/06/2025
Section 03 30 00: Site Concrete

2.05 Coloring Agents
A. (Insert amount and color) T.B.D. during construction document phase B. All colored concrete admixtures shall be integral.

PART 3 - EXECUTION

3.01 Poured-In-Place Concrete
A. Concrete for hardscape or flatwork shall be placed on subgrade compacted per geotechnical engineer recommendations.. Prior to placement of concrete, a soils compaction test must be performed by an accepted soils testing professional on a representative number of locations along the flatwork area.

The City or project owner shall provide the initial test. The results of these tests must be available and meet acceptable levels prior to pouring. Re-tests and rework of any area, as directed by the soils professional, shall be the responsibility of the Contractor.

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

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

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

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

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

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

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

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

Thoroughly mix fiber material to avoid “clumping”.

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

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 03 30 00: Site Concrete

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

3.05 Sawcutting of control joints shall begin as soon as the concrete surface has hardened sufficiently to resist raveling. Admixtures A. (Insert, if used)

3.06 Coloring Agent
A. (Insert, if used) T.B.D. during construction document phase

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

B. Concrete shall be transit mixed according to ASTM C-94. Discharge readymixed concrete from transport vehicle while the concrete is still plastic and before stiffening occurs.
.

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

D. Thoroughly consolidate the concrete by manually spading and tamping concrete into all corners of the forms and by utilizing a high-speed mechanical vibrator. Retain a standby vibrator on-site during the course of concrete work.

When utilizing the vibrator, take precautions to avoid impact on the forms.

E. After obtaining uniform consolidation, screen tamper all flatwork surfaces, screed and bull float to ensure that large aggregates are pushed below the surface. When it is practical to work on the surface, wood float, steel trowel paving to a uniform surface.

F. Concrete elements shall not exceed the following tolerances:

1. Linear: 1/8”

2. Slab deviation: 1/8” in 10’

3.08 Finishes
A. Finishes shall be as shown on the Plans and shall be consistent in quality throughout the project. No visible cracks or discoloration will be accepted.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 03 30 00: Site Concrete

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

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

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

2. Acid Washed Finish: shall be accomplished after the slab has cured and no sooner than two (2) weeks after the concrete had been placed. Remove the cement film from the surface of the aggregate by an acid wash. Delaying the acid wash additional time is permissible. The slab shall be saturated with water, brushed free of standing water and washed with 5% to 10% solution muriatic acid. Several flushings with clear water should follow until the surface matches the accepted sample panel.

3.09 Removal of Forms
A. Form removal timing to be based on the concrete set strength and environmental conditions unless specifically called out on the drawings.

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

3.10 Curing and Protection
A. Allow adequate time for the concrete to cure. Contractor to take necessary steps to minimize evaporation and maximize the process of hydration.

B. Protect all concrete from damage during the curing period. Shoulddamage occur, Contractor shall take immediate action to repair damage or replace damaged concrete to the satisfaction of the City.

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

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

END OF SECTION

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 04 20 00: Unit Masonry (General)

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 05 12 00: Structural and Miscellaneous Steel (General)

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 09 91 00: Painting and Finishes (General)

SECTION 09 91 00

PAINTING AND FINISHES (GENERAL)
PART 1 - GENERAL

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

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

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

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

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

B. Related Work described elsewhere.

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

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

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

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

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 09 91 00: Painting and Finishes (General)

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

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

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

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

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

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

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

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

COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 09 91 00: Painting and Finishes (General)

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

1. Manufacturer’s Name

2. Manufacturer’s stock number and date of manufacture

3. Special color mix: name and number

4. Contents by volume for major pigment and vehicle constituents

5. Thinning instructions

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

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

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

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

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

PART 2 - PRODUCTS

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

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 09 91 00: Painting and Finishes (General)

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

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

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

1. Kelley-Moore

2. Benjamin Moore Company

3. The Glidden Company

4. Pratt and Lambert, Inc.

5. Dunn and Edwards

6. Sherwin-Williams

7. W.P. Fuller Company

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

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

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

PART 3 - EXECUTION

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

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

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 09 91 00: Painting and Finishes (General)

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

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

1. SP-2: Hand Tool Cleaning

2. SP-3: Power Tool Cleaning

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

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

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

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

Remove film and if necessary, strain materials before using.

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

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

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

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

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

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

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

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 09 91 00: Painting and Finishes (General)

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

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

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

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

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

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

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

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

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

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

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

END OF SECTION

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 12 93 00: Site Furnishing

SECTION 12 93 00

SITE FURNISHINGS
PART 1 - GENERAL

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

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

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

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

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

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

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

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

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 12 93 00: Site Furnishing

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

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

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

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

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

PART 2 - PRODUCTS

2.01 Materials
A. Play Equipment shall be custom configuration as shown on the Plans and as specified herein. The equipment shall be as distributed by (All About Play, (916) 983-2180, [email protected]), and as manufactured by ( Little Tikes Commercial, (866)603-2479, [email protected]) or accepted equal. Color as selected by the City.

B.

Poured-in-place resilient surfacing shall be as shown on the Plans and as specified herein. The play surfacing shall be Tot Turf TPV Poured Surfacing as manufactured by Robertson Industries, contact Frank Horwath, (510) 433-0655 or accepted equal. Color as selected by the City.

1. Thickness of surfacing shall meet or exceed ASTM F 1292-93 Thickness vs. Fall Height requirements. The topcoat shall be ½ inch thick.

2. Color shall be 50/50 black and brown mix, unless custom colors are shown on plans. For yellow, gold, red, and green colors use an aromatic binder.

For blue, gray, purple, teal and tan colors use an aliphatic binder to preserve the color.

3. Poured-in place resilient surfacing shall have a five (5) year warranty.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 12 93 00: Site Furnishing

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

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

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

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

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

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

D. Picnic Tables shall be as shown on the Plans and as specified herein. The tables shall be as distributed by ( All About Play, (916) 983-2180, [email protected]), and as manufactured by (MyTcoat Commercial Outdoor Furniture, (254) 694-0930) or accepted equal. Tables shall be inground mount and made of perforated steel. Color as selected by the City.

E. Benches shall be as shown on the Plans and as specified herein. The benches shall be as distributed by ( All About Play, (916) 983-2180, [email protected]), and as manufactured by ( MyTcoat Commercial Outdoor Furniture, (254) 694-0930) or accepted equal. Benches shall be made of perforated steel and surface-mount, unless otherwise specified on plans. .

Color as selected by the City.

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

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

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

I. Play Area Age-Appropriate Signage shall contain the following language:

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 12 93 00: Site Furnishing

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

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

L. Pickleball & Tennis Court Surfacing shall be Plexipave via California Sports Surfaces Inc., or City accepted equal, color: as selected by City.

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

N. Trash Receptacle shall be as shown on the Plans and as specified herein. The trash receptacle shall be as distributed by ( All About Play, (916) 983-2180, [email protected]), and as manufactured by ( MyTcoat Commercial Outdoor Furniture, (254) 694-0930) or accepted equal.

O. Other (See Design Guidelines for additional information) shall be as shown on the Plans and as specified herein. The (site amenity) shall be as distributed by (contact name and phone number), and as manufactured by (contact name and phone number) or accepted equal. Color as selected by the City.

PART 3 - EXECUTION

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

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

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

D. Poured-in-place rubber play surfacing and access ramps shall be installed as shown on the plans. Install poured-in-place rubber over a 4” thick concrete base.

The rubber base coat shall be ” and the rubber topcoat shall be 1/2”, unless otherwise noted on the plans. Apply the appropriate binder with all finished poured-in-place rubber surfaces based on color as outlined in Section

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 12 93 00: Site Furnishing

2.01 J and per manufacturer’s instructions. Installation of poured-in-place rubber surfacing shall be performed by an International Playground Equipment Manufacturer Association (IPEMA) certified and experienced installer. Submit a copy of the installer’s certification prior to installation. “Experience” is as defined in 3.01 A above.

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

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

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

H. All footings shall be Class A concrete with 3/4” maximum size aggregate, unless otherwise noted. Footings shall be in accordance with Caltrans Standard Specifications, Section 90. Install all footings below finish surface. In paved areas, install paved surface over footing for a clean finished surface as shown on the Plans.

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

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

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

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

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

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 12 93 00: Site Furnishing

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

PART 4 - WARRANTY

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

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

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

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

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

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

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

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

END OF SECTION

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 26 00 00: Site Electrical

SECTION 26 00 00

SITE ELECTRICAL
(This Section is only partially complete. Consultant shall provide all applicable 260000 series Sections specific to the project scope. To be provided by electrical engineer during construction document phase)
PART 1 - GENERAL

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

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

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

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

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

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

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

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

1.04 Record Drawings
A. Record drawings are required as a part of this work. At all times, the Contractor shall maintain accurate information of the work in progress. Deviation in layout of conduit or other materials shall be recorded to the satisfaction of the

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 26 00 00: Site Electrical

Inspector. Upon completion of the project, as-builts shall be submitted to the City on reproducible plan sheets and shall depict all changes in a neat and legible manner.

PART 2 - PRODUCTS

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

1. Built to UL508A standards

2. Metered

3. Single phase or three phase application

4. Rated for 120 to 480 volts

5. Color: Hunter Green

2.02 Electronic Astronomic Time Switch
A. Electronic Astronomic Time Switch shall be DWZ Model series, as manufactured by Tork, or accepted equal.

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

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

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

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

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

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

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 26 00 00: Site Electrical

C. Receptacles: 15 & 20 Amp 125 Volt receptacles shall be "Specification" grade, duplex, UL Listed, rated Weatherproof where installed outdoors or in damp or wet locations. Where only one receptacle is connected to a 20 ampere circuit, a 20 ampere receptacle shall be used. Receptacles to be Hubbell 5262 series, 5362 series, or equal. Provide an equipment grounding jumper (pigtail) connecting the grounding terminal of the receptacle to the grounded box.

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

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

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

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

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

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

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

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

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

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 26 00 00: Site Electrical

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

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

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

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

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

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

4. Symmetric photometric distribution

5. Rated 120 volts
B. Poles shall be:

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

2. Fiberglass, direct burial

3. Textured round, tapered

4. 16’ mounting height

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

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

PART 3 - EXECUTION

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

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

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

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

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

Immediately correct any improper connections or other items.

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

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

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

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 26 00 00: Site Electrical

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

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

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

3.03 Excavation & Backfill
A. Refer to Section 33 00 00 Utilities.

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

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

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

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

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

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

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

G. Insulated grounded (neutral) conductors shall be identified with a continuous white outer finish along its entire length. Neutral conductors #4 AWG or larger

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 26 00 00: Site Electrical

can be identified by a distinctive white marking (applied half-lapped with white electrical tape) for the last 12 inches at each end.

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

Submit test results. Provide testing for:

1. All feeders 100 Amps and higher.

2. Branch circuits 100 Amps and higher.

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

3.07 Consultant to complete. To be provided by electrical engineer during construction document phase

END OF SECTION

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 31 10 00: Clearing and Grubbing

SECTION 31 10 00

CLEARING AND GRUBBING
PART 1 - GENERAL

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

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

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

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

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

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

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

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

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 31 10 00: Clearing and Grubbing

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

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

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

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

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

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

PART 2 - PRODUCTS
Intentionally left blank.

PART 3 - EXECUTION

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

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

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

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 31 10 00: Clearing and Grubbing

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

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

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

3.04 Utilities
A. Contact USA North 811 at (800) 642-2444, or submit an online ticket at USANorth811.org, prior to commencement of any demolition or excavation work. Provide a minimum of 48 hours’ notice. Verify all utilities entering into and their locations within the project site.

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

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

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

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

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

FOR

END OF SECTION

COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 31 20 00: Earthwork

SECTION 31 20 00

EARTHWORK
PART 1 - GENERAL

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

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

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

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

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

B. This project is a balance but and fill project.

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

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

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

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 31 20 00: Earthwork

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

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

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

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

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

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

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

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

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

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

1. Broadcast seed

2. Drainage area protection

3. Dust/mud control

4. Drain inlet filters

5. Silt fence and straw wattles

6. Slope protection

7. Straw bales

8. Silt controlling devices

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 31 20 00: Earthwork

PART 2 - PRODUCTS

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

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

Material gradation shall conform to the following:

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

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

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

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

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

1. Plasticity: ASTM D4318-84

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

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

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

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

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

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 31 20 00: Earthwork

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

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

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

PART 3 - EXECUTION

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

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

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

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

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

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

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

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

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

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 31 20 00: Earthwork

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

D. Rough grading shall:

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

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

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

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

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

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

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

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

4. Take all necessary corrective action.

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

C. Fill shall be placed in the following manner:

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

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

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

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

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

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

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

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 31 20 00: Earthwork

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 31 20 00: Earthwork

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

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

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

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

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

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

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

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

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

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

END OF SECTION

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 32 12 16: Asphalt Concrete Paving

SECTION 32 12 16

ASPHALT CONCRETE PAVING
PART 1 - GENERAL

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

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

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

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

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

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

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

B. Surface grades shall conform to the following:

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

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

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

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 32 12 16: Asphalt Concrete Paving

PART 2 - PRODUCTS

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

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

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

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

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

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

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

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

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

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

PART 3 - EXECUTION

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

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 32 12 16: Asphalt Concrete Paving

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 32 12 16: Asphalt Concrete Paving

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

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

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

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

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

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

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

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

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

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

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

END OF SECTION

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 32 15 40: Decomposed Granite Paving

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 32 31 13: Chain Link Fencing

SECTION 32 31 13

CHAIN LINK FENCING
PART 1 - GENERAL

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

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

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

1.03 References
A. Caltrans Standard Specifications, latest edition.

PART 2 - PRODUCTS

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

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

C. Ties/Fasteners shall be black powder coated wire.

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

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

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

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 32 31 13: Chain Link Fencing

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

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

2.03 Gates
A. Fabric and finish to match fence.

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

C. Size and lengths of posts shall be as shown in the City of Roseville Parks Standard Details, latest edition.

PART 3 - EXECUTION

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

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

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

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

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

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

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

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

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

FOR
C. Clamp mid and bottom rails at each post.

COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 32 31 13: Chain Link Fencing

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

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

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

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

END OF SECTION

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 32 32 19: Modular Concrete Retaining Walls

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 32 84 00: Irrigation System

SECTION 32 84 00

IRRIGATION SYSTEM
PART 1 - GENERAL

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

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

1.02 Description
A. Furnish all labor, materials and equipment for the complete installation of an automated irrigation system, including all necessary appurtenances for proper operation, noted or implied, as shown on the Plans and as specified herein.

B. Water usage, meter costs, connection fees, testing and other associated utility costs are considered direct costs and is the responsibility of the Contractor until the project is accepted.

C. Installation of the water meter shall be by the City.

1.03 Related Work
A. Section 32 90 00: Planting
B. Section 26 00 00: Site Electrical

1.04 Quality Assurance
A. All work shall comply with local and state laws, codes, regulations and requirements which govern any portion or all of the work contained in this Section. These include, but are not limited to, the latest editions of:

1. City of Roseville Park Construction Standards,

2. City of Roseville Design and Construction Standards,

3. City of Roseville Electric Department Standard Specifications,

4. Local, state and federal electrical codes, manuals and guidelines, and

5. Local, state and federal plumbing codes, manuals and guidelines.

1.05 Submittals
A. Submittals for specified items are not required for Parks or Streetscape projects, unless specifically listed below. However, submittals are required for any proposed substitutions or deviations from the parks Plans or Specifications. For Streetscapes, no substitutions will be accepted. The Contractor shall submit a materials summary sheet indicating which items will be installed as specified

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 32 84 00: Irrigation System

and which items are proposed for substitutions. The Contractor shall submit proof of order within ten (10) working days of the Notice to Proceed, indicating all specified materials have been ordered, noting “as specified” or “substitution proposed”. Submittals are required on the following items:

All Irrigation Components and Equipment

1.06 Explanation of Drawings
A. The drawings are diagrammatic and do not reflect all offsets, fittings and other miscellaneous items required for a complete and operable irrigation system. It shall be the Contractor’s responsibility to investigate all existing site conditions, become thoroughly familiar with the site, and provide all labor, materials and equipment required for the installation of the irrigation system.

B. Avoid conflicts between other trades and the installation of the irrigation system.

Minor adjustments to avoid such conflicts shall be made in the field. Major discrepancies between actual field conditions and the Plans shall be brought to the attention of the Project Manager. The lack of notification shall indicate the Contractor assumes full responsibility for any revision deemed necessary to ensure proper installation.

1.07 Product Delivery, Handling and Storage
A. All materials shall be delivered bearing manufacturer’s label with size, type and model number (if applicable) clearly marked.

B. All pipe shall be delivered in a vehicle which allows the material to lie flat without concentrated weight or stress at any point.

C. Unload all materials with care so as to avoid damage. Store materials in a covered area and do not expose PVC pipe to extreme sun or heat. Store pipe lying flat.

D. Do not install any material that has been damaged. Replace all material found to be damaged.

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

B. Dimensions shall be recorded from two (2) permanent points of reference.

C. The City may at its discretion withhold progress payments to the Contractor if the as-built records are not updated to the satisfaction of the City.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 32 84 00: Irrigation System

PART 2 - PRODUCTS

2.01 General
A. All materials specified shall be new, bearing the brand name, type, serial numbers and model number as shown on the Plans and as specified herein, unless otherwise accepted in writing.

2.02 Backfill Material
A. Backfill shall be clean, screened, on-site material, free from organic material, large clods of earth and/or rock larger than one (1) inch in diameter, trash, debris, rubbish, tree trunks, broken concrete or asphalt and other unacceptable material.

B. Material larger than one (1) inch shall be removed from site and legally disposed. All removal shall be the responsibility of the Contractor.

2.03 Meter
A. Meter shall be as shown on the Plans and as required by the City of Roseville Environmental Utilities Department.

2.04 Backflow Prevention Device
A. Backflow Prevention Device shall be as shown on the Plans.

B. Cover shall be insulated, freeze-proof, removable and lockable, manufacturer and model per the City of Roseville Design and Construction Standards or accepted equal.

2.05 Filter (Recycled Water Only)
A. Amiad Filtration Systems, filter with scanaway semi-automatic assembly and 130 micron filter screen

1. For 2”, Plastic Super-T Semi-Automatic Filter.

2. For 3” and above, Steel In-line Semi-Automatic Filter.

3. Include Scanaway 130 micron filter element.

4. Match line size of recycled water meter, down to 2” minimum.

5. Include lockable protective frost cover blanket.

2.06 Flow Sensor and Master Valve
A. Calsense Controllers:

1. Flow sensor shall be a Calsense Ultrasonic Flow Meter (FM-2U), or accepted equal. Flow sensor shall be accurate to +/- 2% of full scale. Flow sensor body shall be constructed of Schedule 80 PVC for sizes up to 4”, and saddle taps for sizes 6” and above.

2. Master valve(s) shall be Superior, 3300 series, normally open, electric globe valve, constructed of brass with dirty water protection and No Minimum Flow

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 32 84 00: Irrigation System

feature. For recycled water systems, include -RW Recycled Water designation with purple handle for identification.

3. Flow meters to be constructed consistent with the Calsense specifications.

4. Valve boxes for master valve and flow sensor shall be 18” (jumbo) green rectangular rigid plastic valve boxes with lockable lids and extensions by Carson Industries, LLC or accepted equal. Valve box lid shall be colored green in potable water system applications and purple for recycled water system applications.

2.07 Pipe
A. PVC Pressurized Mainline

1. For lines three inch (3”) or larger: polyvinyl chloride (PVC) 1120-1220, SDR 21, Class 200 rubber gasketed pipe, and NSF accepted per Standard No. 14, Type I, Grade I. Conform to:

Material ASTM
Pipe D1784, D2241
Rubber Gasket F477

2. For lines two and one half inches (2-1/2”) or smaller: Schedule 40 polyvinyl chloride (PVC) 1120-1220, and NSF accepted per Standard No. 14, Type I, Grade I. Conform to:

Material ASTM
Pipe D1784, D1785
B. PVC Non-Pressurized Lateral Lines

1. Schedule 40 polyvinyl chloride (PVC) 1120-1220, SDR 21.0, NSF accepted per Standard No. 14, Type 1, Grade II.

C. Recycled Water

1. Pipes shall meet the standards outlined in Sections 2.08, A and B above, unless otherwise noted in the City of Roseville Design and Construction Standards for recycled water, latest edition.

2. All pipes containing recycled water shall be purple, NSF accepted and conform to the City of Roseville Design and Construction Standards, latest edition.

2.08 Fittings and Nipples
A. Fittings for Mainline Pipe:

1. For all control valves on mainlines three inches (3”) and larger, use painted, ductile iron saddle taps with double stainless steel straps and nuts. Model #202 by Romac Industries, Inc. or accepted equal.

2. For all other connections on mainlines three inches (3”) and larger mainline pipe, use glued schedule 80 fittings.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 32 84 00: Irrigation System

3. For all control valves on mainlines two and one half inches (2-1/2”) or smaller, use glued schedule 80 fittings.

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

B. Fittings for Solvent Weld Pipe- Laterals:

1. Schedule 40 polyvinyl chloride (PVC), standard weight, conforming to ASTM D2466-73.

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

3. Teflon tape for all threaded PVC fittings.

C. Plastic Nipples shall be Schedule 80, Type 1, Grade 1, polyvinyl chloride (PVC), threaded at both ends, and conforming to ASTM D1784 -85. Nipples shall be uniformly gray.

D. Fittings for Recycled Pipe:

1. Fittings shall meet the standards outlined in Sections 2.09, A, B and C above, unless otherwise noted in the City of Roseville Design and Construction Standards for recycled water, latest edition.

2.09 Swing Joints
A. Swings joints shall be as shown in the City Parks Construction Standard detail.

Schedule 40 threaded PVC triple swing joints or an accepted equal.

2.10 Electric Remote Control Valve
A. Sizes as shown on the Plans. All valves shall be Rainbird PEB series or accepted equal and shall contain the following:

1. a globe-type electric remote control, normally closed diaphragm type with slow opening and closing action,

2. encapsulated solenoid type actuation,

3. a minimum rating of twenty-four (24) volts,

4. sixty (60) cycle,

5. two to five (2-5) watts,

6. a manual flow adjustment with shut-off provisions,

7. provisions for an external “bleed” of the diaphragm chamber for manual operation.

8. a ball valve on the inlet.

9. Schedule 80 PVC threaded fittings from main line to valve.

B. Valve boxes shall be rectangular, rigid plastic valve boxes with lockable lids and extensions by Carson Industries, LLC or accepted equal. Valve box shall be sized appropriately to house entire valve assembly with space to accommodate maintenance access. Valves for drip zones require Jumbo size boxes.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 32 84 00: Irrigation System

1. Boxes shall be colored green in potable applications, and purple for recycled water applications.

2. Valve boxes used on recycled water systems shall be permanently colored purple through the manufacturer. Boxes painted purple will be rejected.

3. Label lids using heat branded identification, T:Turf, S:Shrubs, B:Bubblers C. Controller station identification number shall be standard yellow tags with permanent numbers by Christy or accepted equal.

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

1. Pressure compensating bubbler. See irrigation sheets for flow rates.

2. Check valve where applicable to prevent low head drainage.

3. Swing joint assembly

4. Locking grate top on semi-rigid mesh tube. Use purple grate for Recycled water systems

5. Filter fabric sleeve

2.12 Irrigation Heads
A. All irrigation heads shall conform to type, size, precipitation rate, gallons per minute discharge, pressure and throw radius as shown on the Plans, unless otherwise accepted in writing.

B. In all available models, all irrigation heads shall have stainless steel risers, unless otherwise approved in writing.

C. For recycled water applications, irrigation heads shall be colored purple, have debris pocket, and wiper seals with 3 touch points.

D. Irrigation heads shall have built-in pressure regulation for pop up sprays and/or water-efficient heads.

E. Include built-in check valve where applicable to prevent low head drainage.

2.13 Drip Irrigation
A. Sub-surface dripline.

1. Flexible polyethylene tubing shall have factory-installed pressurecompensating, inline emitters spaced evenly per listed spacing.

2. Emitter shall incorporate elemental or ionic copper root intrusion prevention technology, and shall be warranted by the manufacturer to be free of emitter plugging due to root intrusion for a period of fifteen (15) years minimum.

3. Emitter shall have a built-in check valve that will hold back, at minimum, an

8.5' column of water.

4. Dripline for use with recycled water systems shall be properly and permanently marked for non-potable use.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 32 84 00: Irrigation System

5. Acceptable products include Rainbird XFS-CV Series or Netafim Techline HCVXR Series, or approved equal.

B. All fittings shall be constructed of injection molded, brown plastic having a nominal outside dimension of 17mm (0.56”). Female and male threaded ends shall be capable of mating to standard PVC pipe with tapered threads.

C. Line flushing valve

1. Valve shall be schedule 40 PVC ball valve with brass hose thread adapter.

2. Valve box shall be rigid plastic, with lockable cover by Carson Industries, LLC or accepted equal. Boxes shall be colored green in potable applications, and purple for recycled water applications.

3. Drip system operation indicator shall be Rainbird 1812 Pop-up spray body with 4-VAN nozzle set to 0-degree pattern, with Rainbird SA-125050 swing assembly and XFF-TFA barbed bt ½” FIPT fitting, or accepted equal.

D. Pressure Regulating Filters shall be Rainbird PRB Pressure Regulating Basket Filter, or approved equal, and shall include: Basket style body and jar-top cap constructed of heavy-duty glass-filled, UV-resistant polypropylene, with 150 PSI (10,3 bar) operating pressure rating. Standard 200 mesh (75 micron) filter screen constructed of stainless steel attached to propylene frame. Normallyopen in-line pressure regulating device, constructed of durable, UV resistant non-corrosive material able to accommodate an inlet pressure rating of not less than 150 PSI (10,3 bar), with preset outlet pressure of approximately 40 PSI (2,8 bar).

2.14 Thrust Blocks
A. All thrust blocks shall be concrete. The size of the blocks shall be determined by the average safe soil-bearing load of 700 lbs. per square foot.

B. Polyethylene sheeting at thrust blocks shall be 6mil.

2.15 Quick Coupler Valves
A. For potable water, quick coupling valves shall be Rainbird #44LRC or accepted equal. For recycled water, quick coupling valves shall be Rainbird #44NP lockable or accepted equal. All quick coupling valves shall be:

1. brass or bronze with one (1) IPS female pipe connection,

2. two piece body with a removable upper portion (for replacement), and

3. durable yellow covers for potable and purple for recycled.

B. Valve keys shall be brass or bronze and shall be of the same manufacturer and size as the valve.

C. Valve box shall be rigid plastic, a minimum of ten inches (10”) in diameter with lockable cover by Carson Industries, LLC or accepted equal. Boxes shall be colored green in potable applications, and purple for recycled water applications.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 32 84 00: Irrigation System

D. Where recycled water is used, conform to the City of Roseville Design and Construction Standards.

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

1. located where shown on the Plans,

2. flanged with Class 125 cast iron body,

3. bronze trimmed with a non-rising stem,

4. square operating nut,

5. able to withstand a cold water pressure of 150 pounds per square inch, and

6. sized to match the pipeline which the valves serve, unless otherwise shown on the Plans.

B. For pipe three inches (3”) or smaller

1. located where shown on plans

2. lead free

3. Able to withstand cold water pressure of 300 pounds per square inch

4. sized to match the pipeline which the valves serve, unless otherwise shown on the Plans.

5. Nibco T-113-LF or approved equal.

C. Pipes which feed directly into a remote control valve, ball valves shall be installed and shall:

1. allow for manual operations,

2. rapid on/off , drip-tight shut-off control,

3. be constructed of bronze or brass with heavy-duty handle,

4. operate up to 22 gallons per minute,

5. operate between 15 and 150 pounds per square inch, and

6. be sized to match the pipeline which the valves serve, unless otherwise shown on the Plans.

D. Valve box shall be rigid plastic, a minimum of ten inches (10”) in diameter with extensions and lockable cover by Carson Industries, LLC, as shown on the Plans or accepted equal. Boxes shall be colored green in potable applications, and purple for recycled water applications.

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

1. CS3-## – Calsense (##) Station Base Model,

2. FM-2U – Flow Meter (Ultrasonic),

3. -S1– Stainless Steel Enclosure with 1 hole for Stubby Antenna.

4. CS3000 Transient Protection

5. TP-110 – AC Line Protection,

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 32 84 00: Irrigation System

6. GR-STUBBY – Antennae w/2ft cable

7. On/Off Switch

8. GFI electrical outlet inside enclosure.

When multiple controllers are used, include:

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

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

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

B. Third-Party Communications hardware required:

1. Sierra Wireless AirLink RV55 LTE-A PRO Router (#1104303)

2. Router AC Adapter (#2000579)

3. AT-5 (or higher) Ethernet Cable - 1ft (#A3L781-01-BLU) C. Communication wire between controllers, when required, shall be Paige Cable P7171D or accepted equal.

2.18 Control Wires
A. Direct burial solid copper wire AWG-U.F. 600 volt.

B. Common wire and two spare wires shall be minimum #12-gauge.

C. Pilot wires shall be red, minimum #14-gauge. Wire gauge shall be, at minimum:

Wire Gauge #14 #12 #10 #8
Max. Distance (ft.) 2,500 3,250 4,000 4,800
D. Splices:

1. Wire connections at remote control valves only shall utilize 3M direct bury splice kit model #DBY (yellow) or model #DBR (red).

2. All other splices, including line splices, connections to flow meters and othersensors,shallutilize 3M Scotchcast 3570G Connector Sealing Packs, no known equal.

E. Wiring colors shall be:

USE COLOR
Flow Yellow
Master Blue
Pump Black
Valves Red
Common White
Spare Orange
FOR
Tracer Green

COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 32 84 00: Irrigation System

2.19 Sleeves
A. Schedule 40 PVC 1120-1220 and two times the diameter of the pipe to be accommodated by the sleeve, one (1) for control wires and one (1) for main line, and one (1) for lateral lines.

B. Maximum one (1) line per sleeve.

C. Add one (1) spare, same size as largest.

2.20 Tracer Wire
A. Insulated solid copper wire, minimum #12 gauge. Color shall be green.

PART 3 - EXECUTION

3.01 Site Conditions
A. Prior to start of irrigation work, review the site conditions to verify that stub- outs, points of connections, sizes of the points of connections, water pressure and other essential items necessary for irrigation work to commence are as shown on the Plans and as indicated in the Specifications.

B. Notify the Inspector immediately of any existing conditions which are unacceptable for the commencement of irrigation work.

3.02 Coordination of Work
A. Coordinate all work with other trades.

B. The irrigation plan is diagrammatic. Whenever possible, locate all pipes in planted or turf areas. Do not scale off of the Plans. Where field conditions have changed, notify the Inspector immediately.

3.03 Excavation and Trenching
A. Trenches shall be dug straight and in such a manner as to completely support the pipe continuously along the bottom of the trench. In rocky conditions, overexcavation and placement of clean bedding material may be required to ensure protruding rocks do not place undue stress on pipes. Trench layout shall follow that shown on the Plans, except where accepted by the City.

B. The following minimum cover shall be provided for pipe:

Pipe Type Minimum Cover
Pressurized Mainlines 24”
Non- Pressurized Lateral Lines 18”
Domestic Water Lines 24”
Control wires 24”
PVC Sleeves under Paving 18”
PVC Sleeves under Auto X-ings 24”
C. Install detection wire, looped in and out of valve boxes and attached to all irrigation mainlines.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 32 84 00: Irrigation System

D. High voltage wires shall not be installed in the same irrigation water line trench.

3.04 Testing and Flushing
A. Pressure Testing shall occur only when the following conditions can be fulfilled:

Item Description Condition
Quick coupler valves Installed and capped
Electric remote control valves Installed
Flow valve Installed and open
Ball/Gate valves Installed and open
Lateral lines Disconnected
Welded PVC joints Cured at least 24 hours
Pipe Center loaded with backfill
Concrete Thrust Blocks Installed and cured at least 48 hours Couplings and fittings Exposed
Detection wire Installed
B. A pressure gauge shall be installed at the lowest point of the line. Continuous pressure shall be applied at a rate of 125 psi for all mainlines. The pressure shall remain stable for a minimum of two hours with no detectable leakage.

Upon completion of the test, a complete examination of the line shall be conducted by the City. Leaks resulting from the test shall be repaired and the line shall be re-tested. This process shall be repeated until the line passes the leakage test.

C. All lines and risers shall be flushed prior to final installation of irrigation heads.

All control valves shall be left open during the flushing process.

3.05 Backfilling and Compacting
A. Backfilling of trenches shall not occur until all tests and reviews have been performed. See inspection record contained in the Parks Construction Standards, latest edition. Any trench that is prematurely backfilled may be required to be re-dug for review.

B. Compaction of the trenched areas shall meet the following compaction rates of 95% in areas to receive paving and 85% in areas to be planted.

C. Do not flood trenches unless otherwise accepted by the City.

D. Sunken trenches shall be re-finished flush with the adjacent grades.

3.06 Backflow Prevention Device and Enclosure
A. Install per local codes and manufacturer’s instructions.

B. When the flow meter is installed above grade, install a backflow prevention device enclosure with lockable gate.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 32 84 00: Irrigation System

3.07 Flow Meter Installation
A. Install per local codes and manufacturer’s instructions.

B. All flow meters shall be installed in ground.

C. Install 3/4" conduit from irrigation controller to flow meter valve box. Install a pull box every 100’.

D. Valve box lids shall be permanently marked identifying FM for flow meter and MV for master valve and GR for grounding rod with heat branding using stencils in a uniform location on all boxes throughout.

3.08 Pipe Installation
A. Install irrigation pipe in planted areas whenever possible.

B. All pipe and fittings shall be cleaned and free from dirt, dust and moisture.

C. Pipe may be assembled along the trench at grade to avoid undue strain on the pipe or the fittings. All solvent weld connections shall be primed before applying glue. Snake the pipe within the trench to compensate for expansion and contraction.

D. All PVC pipe and metal valve connections shall be made with threaded fittings consistent with drawings PK-15 and PK-16 of the City of Roseville Parks Construction Standards.

E. All PVC-to-PVC threaded connections shall be made with Teflon tape.

F. Install concrete thrust blocks in locations where rubber gasketed irrigation mainlines change directions, e.g. ells, tees; as required on other lines and fittings; and at the termination point of the mainline. Do not conduct a pressure test within 48 hours of the thrust block pours. The size of the thrust blocks shall be per manufacturer’s instructions and shall be adequate in size to absorb thrusts up to the maximum internal water pressure. Refer to 3.18 Thrust Blocks.

G. Use glued fittings for all connections inside of a sleeve and within 20’ of a sleeve.

H. When multiple pipes are in the same trench, provide a minimum 2” horizontal separation between pipes, or equal to diameter of pipe, whichever is larger. Do not stack pipes vertically.

3.09 Electric Remote Control Valves
A. Install per local codes, manufacturer’s instructions, City of Roseville Design and Construction Standards and as shown on the Plans.

B. Install one (1) electric remote control valve per box and whenever possible, group valve boxes together. Align boxes in a straight and neat row and flush to finish grade. Provide a minimum of six (6) inches between boxes.

C. All valves shall be tagged for easy identification of valve number. Valve box lids shall be permanently marked identifying valve number and controller letter with heat branding using stencils in a uniform location on all boxes throughout.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 32 84 00: Irrigation System

D. Each valve shall be separately saddle tapped. Manifolded valves shall be rejected.

E. Locate valve boxes outside of turf areas, adjacent to paving, i.e. sidewalks, hardscape, etc. except where shown on the Plans.

F. Provide a minimum of eighteen (18) inches of a complete set of spare control wires, looped, within all control valve boxes.

3.10 Irrigation Heads
A. Install all heads where shown on the Plans and as specified herein.

B. Turf rotary pop-up heads shall be placed two (2) inches from any edge of adjacent walkway, concrete mow band, concrete curb, header board or other hardscape edging, or as required by current WELO regulations.

C. Rotary pop-up heads shall be installed flush with the top of finish grades of turf or planting areas.

D. Sprinkler head riser nipples sizes shall match or be the same as the riser opening of the sprinkler body.

E. Install sprinkler heads with internal check valves where heads are located in low drainage areas, i.e. bottom of berms, bottom of drainage swales, toe of slopes, etc.

F. Install all heads perpendicular to ground surface with an offset from the edge of pavement as indicated in the details.

3.11 Drip Irrigation
A. Drip irrigation is to be installed in a grid pattern layout of equal spacing between rows, unless otherwise noted on approved plans.

B. All drip irrigation shall be installed sub-surface, per manufacturer’s specifications. Staple all tubing to soil at 5 feet on-center spacing prior to backfilling.

C. Drip line shall be installed prior to plant installation, with the exception of 15- gallon and larger plant container sizes, which may be installed first at the discretion of the contractor.

D. Line Flushing Valves are to be installed below grade, as detailed, in a valve box with bolt-down lid to allow for periodic inspection and flushing.

1. Minimum of One (1) Line Flushing Valve shall be installed for every fifteen (15) GPM of zone flow, and at every termination point within a zone, and shall be installed at a point farthest away from the source (typically on an exhaust header) as possible.

E. Pop-up drip system operation indicators shall be placed within eighteen inches (18”) of each Flush Valve and shall not be placed such that it will be obstructed by vegetation. Place minimum twelve (12) inches from adjacent hardscapes.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 32 84 00: Irrigation System

F. If required, Air/Vacuum Relief Valves shall be installed below grade in valve boxes to allow for periodic inspection.

G. Valve box lids shall be permanently marked identifying LF for Line Flush valve and AR for Air/vacuum Relief with heat branding using stencils in a uniform location on all boxes throughout.

3.12 Quick Coupler and Gate Valves
A. Install per local codes and manufacturer’s instructions.

B. Locate valve boxes flush with finish grade, twelve (12) inches from walkways, curbs, header boards, etc., and within planted area whenever possible.

C. Install one (1) valve per box.

D. For quick coupler valves, install at 100 feet on center to the extent possible.

Provide a 24” steel support staked adjacent to the riser using two (2) stainless steel clamps.

E. For gate valves, install at locations indicated on the Plans.

F. For valve boxes installed below grade, provide 3M ball markers.

G. Valve box lids shall be permanently marked identifying GV for gate valve and QC for quick couplers, and SB for splice boxes with heat branding using stencils in a uniform location on all boxes throughout.

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

B. Provide single Paige Cable P-7171D installed in conduit between all controllers.

C. Provide all necessary wiring for a complete installation between the controller and the valves.

D. Above grade wiring shall be installed in metal conduit, unless otherwise accepted. Securely mount conduit onto enclosure or wall and paint to match the adjacent surface.

E. Provide a grounding rod and bonding for each enclosure as required for lightning protection. Grounding rod shall be consistent with drawing PK-1 of the City of Roseville Parks Construction Standards. Install separate grounding rods for each enclosure where bonding is impractical.

F. Label each controller, using permanent markings, with the letter identification indicated on the Plans. Affix label on the inside of the controller cabinet door.

G. Install 110V outlet (GFIC) inside controller enclosure.

H. Provide two (2) reduced as-built irrigation diagrams, laminated and colorcoded indicating controller letter, valve/station numbers, valve size, operating pressure, gallons per minute and type of planting for each valve. See Section 01 10 00: Summary of Work 1.15B.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 32 84 00: Irrigation System

I. Ground test to be conducted after installation. Test results shall not exceed 25 ohms.

3.14 Control Wires
A. Wherever possible, install control wires in common trenches with mainline. The wires shall be taped in bundles at ten (10) feet on center and laid to the side of the pipe. Provide slack between ties to allow for contraction.

B. Wire valve to controller as shown on the plans.

C. Where runs are long, provide an extra three (3) feet of extra common and control wires looped at 200’ intervals. Snake wires within trenches to allow for contraction.

D. Line splices shall occur in valve boxes at grade, label and allowed only on lengths greater than 2500’. Show locations on as-built plans.

E. Do not wrap wire around pipe or allow any wiring to be placed in concrete or concrete thrust blocks.

F. Install two (2) spare wires starting from the controller, looped to each valve box to the furthest valve box, without splices.

3.15 Tracer Wire
A. Install tracer wire on top of the mainline.

B. Provide a twelve-inch (12”) loop in and out of each valve box. Solder all splices.

C. Where potable water lines are placed in a separate trench, install a tracer wire on top of the potable water line per City of Roseville Design and Construction Standards
D. Tracer wire shall be tested during review and pressure test of the mainline.

3.16 Sleeves
A. Install sleeves under all pavement and as shown on the Plans.

B. Install sleeves at the depths indicated in Section 3.03B above.

C. Extend sleeves a minimum of twelve (12) inches beyond the edge of pavement.

D. At every sleeve location installed in roadways, provide a spare PVC sleeve capped at each end and marked with a 3M ball marker.

3.17 Thrust Blocks
A. Install polyethylene sheeting between mainline and concrete.

B. Thrust blocks shall be formed against a solid trench wall. The thrust block cavity shall be in undisturbed soil or previously placed compacted backfill that yields an acceptable allowable bearing pressure.

C. Concrete thrust blocks shall not be poured on valve wires.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 32 84 00: Irrigation System

3.18 Cross Connection Testing for Recycled Water Systems A. The Recycled Water System shall be tested for cross connection in accordance with Uniform Plumbing Code Appendix J prior to use.

B. All testing of Recycled Water Systems must be performed utilizing a potable water source via a construction water connection per City of Roseville Construction Standards. No Recycled Water may enter a Recycled Water System until all testing is successfully completed.

C. At the time a cross connection test is to be performed, construction on both the Potable and Recycled Water Systems being tested must be complete and both systems fully operational and functioning as designed.

D. Cross connection testing shall be performed in the system by City forces with the assistance of the contractor. The test must be coordinated through the Parks Department Inspector. Allow one week’s notice to schedule the crossconnection test. Depending on complexity of the site, a preliminary field meet may be required.

3.19 Coverage Test
A. Prior to planting, the Contractor shall perform a coverage test to confirm that water coverage is complete and adequate, and produces no overspray onto hardscapes. Irrigation pressure readings at the head or emission device may also be taken as part of the coverage test to confirm adequate system hydraulics.

B. The coverage test shall be performed on the entire irrigation system and shall be performed in the presence of the Parks Inspector. The irrigation system must be connected to the City water system through the water meter.

Temporary connections are not allowed. On recycled water systems, the coverage test shall take place only after successful completion of the crossconnection test, with the recycled water meter in place.

C. On Park projects containing turf, a comprehensive survey of the Distribution Uniformity (Low Quarter) of each irrigation zone containing turf shall be performed by a third-party, Certified Landscape Irrigation Auditor prior to planting of turf. The irrigation system must be 100% complete, including functionality of the irrigation controller and booster pump, if present. The irrigation auditor shall prepare and submit a report listing each zone’s Distribution Uniformity, including actual mapping data of individual catch cans recorded on irrigation plan sheets, and noting any potential deficiencies in the system leading to any inadequate findings. Reported deficiencies in Distribution Uniformity will be evaluated by the Project Manager and may require corrective measures prior to approval of turf planting. Deficiencies caused by improper installation shall be corrected at no additional cost to City.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 32 84 00: Irrigation System

3.20 Irrigation Audit
A. A landscape irrigation audit shall be performed after all landscape and irrigation is installed. The irrigation system must be 100% complete, including functionality of the irrigation controller and booster pump, if present.

B. All landscape irrigation audits shall be conducted by a third party certified landscape irrigation auditor. Landscape audits shall not be conducted by the person who designed the landscape or installed the landscape.

C. The water audit shall conform to the specific water audit requirements of the City of Roseville Environmental Utilities Department, and any supplemental requirements from the City of Roseville Parks, Recreation & Libraries Department. The contractor shall submit a comprehensive landscape irrigation audit. This shall include, but is not limited to:

1. A completed Irrigation Audit Report-(City of Roseville provided forms only)

2. Complete system evaluation, including site conditions, system and flow data.

3. Scheduling parameters used to set the irrigation controller.

4. An Irrigation schedule for the landscape provided to the owner.

D. A minimum of 25% of all zones shall be audited. The 25% minimum shall be a representative sample of each irrigation method present (i.e. Rotors, bubblers, rotary nozzles, drip, etc.), and is in addition to any turf zones audited during the coverage test.

E. Any deficiencies noted in the audit report such as, but not limited to, run-off, overspray, obstruction of spray patterns, etc., shall be corrected and signed off as such by the original irrigation auditor prior to submission of the report. Do not submit audit reports with uncorrected deficiencies.

3.21 Clean Up
A. Each phase of work shall be immediately cleaned up. Excess equipment, material, etc., shall be legally disposed of and removed from site. All concrete, asphalt and/or decomposed granite paving shall be kept free of soil. Damage to such surfaces shall be immediately repaired to the satisfaction of the City.

PART 4 - GUARANTEE

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

B. All paved areas shall be swept clean and planted areas shall be weed-free.

C. All irrigation heads shall be properly adjusted. Debris and refuse shall be removed from site prior to inspection.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 32 84 00: Irrigation System

4.02 Pre-Final (Punch List) Review
A. See Section 01 10 00 1.16 - Summary of Work for notification process.

4.03 Establishment
A. Full automated utilization of the irrigation system shall be included as part of the maintenance of the project. See Section 329000: Planting for additional information.

B. Program and utilize the establishment schedule as submitted with the turn-in items.

C. Contractor to run the system in “quantity” mode or “time plus flow” for a minimum of one (1) week.

D. Check the irrigation system weekly to ensure proper operations. Make all necessary adjustments, including watering schedule to ensure proper and healthy plant growth. At no time shall pools of water be present within any part of the project. Conversely, at no point shall dry or under-watered spots be visible upon inspection. Improper irrigation management resulting in flooding or dry conditions to the detriment of plant material may constitute an extension of the establishment period, at no additional cost to the City.

4.04 Final Review
A. The Contractor shall demonstrate to the City, valve by valve, the entire irrigation system to be operable. All heads shall be adjusted/flushed and all drip zones shall be flushed prior to the on-site review. Any item requiring adjustments shall be completed immediately and to the satisfaction of the City.

B. Provide necessary training to City staff in the proper operations and maintenance of the booster pump.

C. The date of final acceptance by the City Council or the recordation of the property transfer shall signify the start date of the warranty period. Final acceptance shall include the project in total and will not segregate any specific item or trade included in the construction of the project.

END OF SECTION

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 32 90 00: Planting

SECTION 32 90 00

PLANTING
PART 1 - GENERAL

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

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

1.02 Description
A. Furnish all labor, materials and equipment for the complete installation of landscape items, including all trees, shrubs, groundcovers and turf; maintenance for the establishment of new plant materials; and all necessary appurtenances for proper planting, noted or implied, as shown on the Plans and as specified herein.

1.03 Related Work
A. Section 31 20 00: Earthwork
B. Section 32 84 00: Irrigation System

1.04 Quality Assurance
A. Provide an experienced foreman who shall directly supervise the work force during all work to be performed under this contract. The foreman shall be present during the time when work is to be performed.

B. Plant material shall conform to current “American Standards for Nursery Stock” and the State of California Grading Code of Nursery Stock, No. 1 grade. Use only nursery-grown stock.

C. All plant material shall be certified free of plant diseases and insect infestations from the County Agricultural Commissioner as required by law. Each shipment of plant material shall be required to have clearance certificates.

D. Prior to planting, a soils fertility test/analysis shall be conducted by an accepted and qualified testing laboratory. Test results shall contain existing nutrient levels, soil texture, cation exchange capacity, soluble salts, pH levels, infiltration rates and recommended soil amendments/fertilizers to ensure FOR
proper growth of the specified plantings.

COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 32 90 00: Planting

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

1. Bark mulch material,

2. Certificates of compliance for turf seed mix, soil amendments, fertilizers and hydroseed mix,

3. Sod-grown turf,

4. Soils test with soil amendment recommendations.

5. Trees
a) Submit for approval, plant sources including the names of nurseries proposed as sources of acceptable trees, and a list of the trees they will provide. The plant list shall include the botanical and common name and the size at the time of selection, including basal caliper and height. b) Submit all requests for substitutions of plant species or size for approval.

Request for substitution shall be accompanied with a list of nurseries contacted in the search for the required plant and a record of other attempts to locate the required material. Requests shall also include sources of plants found that may be of a smaller or larger size, or a different shape or habit than specified, or plants of the same genus and species but different cultivar origin, or which may otherwise not meet the requirements of the specifications, but which may be available for substitution.

1.06 Soil Testing
A. Native soil and in-place topsoil shall be tested for amendment determination.

Soil Tests shall include soil texture, macro nutrients, micro nutrients, lime, base saturation, pH, sodium, boron, salinity, Cation Exchange Capacity (CEC), and Organic content.

B. Submit soils report for review and approval after completion of grading operations. Soil Testing shall be performed by an agriculture-based lab, with detailed, written recommendations for soil amendments and fertilizers specific to ornamental landscape plants and turf.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 32 90 00: Planting

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

B. Carefully handle plant material to ensure that limbs are not broken during the planting or storage of the material.

C. Store plant material in a covered area on-site, protected from inclement or hot weather on-site. Keep root balls moist by frequent watering (during hot weather) of all accepted stock until such time as planting occurs.

1.08 Inspection of Plant Material
A. Notify the Project Manager a minimum of 48 hours prior to date of delivery. All plant material is subject to inspection at the time of delivery. A sample number of plants will be inspected for the following items:

If the sample.... then the plant shall be...
is healthy, shapely and well rooted accepted.
bears a strong central leader accepted.
is wilted, wind-blown or sunburned rejected.
is root-bound, restricted or deformed rejected.
does not bear a strong central leader or
has been severely pruned back
rejected.

B. Stock to be consistent with CALFIRE Nursery/Tree Quality Cue card and Root Management Cue Card. Inspector may require contractor to remove tree or plant stock from plant containers to examine roots.

C. 15 gal tree needs to have at least 1” in basal caliper, a 24” box tree needs to have at least 2” in basal caliper, a 36” box tree needs to have at least 3” in basal caliper. Basal caliper is measured as 6” above the ground.

D. Based on the sample inspection, the Project Manager or Inspector reserves the right to reject any or all of the plant material delivered. All rejected plant material shall be immediately disposed of off-site.

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

PART 2 - PRODUCTS

2.01 Plants
A. The material to be planted shall conform to that indicated on the plans, unless otherwise accepted. The quantity shown on the Plans is approximate and is

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 32 90 00: Planting

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

2.02 Turf
A. Turf shall be sod.

B. Seed –

1. 98% pure, weed-free mixture with a minimum of 95% germination. Deliver on-site unopened and in the original containers.

2. 100% Turf Saver RTF (Rhizomatous Tall Fescue) by Barenbrug or accepted equal.

3. Turf seed mix shall be Blue tag certified.

C. Sod – Tall fescue blend with named, improved turf-type varieties only. Blend shall contain a minimum 25% Lateral Spread, Rhizomatous, or Self-Repair type tall fescue. Sod shall be non-netted, and contain no more than 10% Bluegrass.

D. Seed / Sod must be submitted and accepted by the Project Manager prior to ordering.

2.03 Soil Amendment
A. As recommended by soils test report.

2.04 Mulch
A. Regular “Walk-on” fir bark as manufactured by Redi-Gro Corporation, Sacramento, CA (916) 381-6063, Mallard Creek, Inc, Rocklin, CA (916) 645- 1681, My Bark Company, Inc., Linden, CA (209) 649-4250 or accepted equal.

B. Decorative bark, shredded lumber or saw dust, and construction debris are not permitted. The mulch must be free of needles.

2.05 Topsoil
A. Stockpiled, on-site material.

B. Imported topsoil shall be natural, friable, well-draining, free from admixture of subsoil and foreign objects larger than one inch (1”) in diameter, free from toxins or any other harmful substance which may deter healthy plant growth.

C. Perform a soils test for all imported soil. Soil test shall comply with Section 1.06.

Submit soils report for review and approval prior to import activities.

2.06 Pre- and Post- Emergent Herbicide
A. Clean, and non-staining. Consult with a pesticide specialist.

2.07 Tree Stakes and Ties
A. Trees furnished in #15 nursery containers require 2” diameter stakes. Trees less than 8' in height require an 8' stake; trees 8' or greater in height require a 10' stake. Stakes shall be pine or Douglas fir (pressure or non-pressure treated).

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 32 90 00: Planting

B. Trees furnished in 24” boxes or larger require 3” diameter by 10’ long stakes.

Stakes shall be, pine or Douglas fir (pressure or non-pressure treated).

C. Tree ties and Tree Guying shall be Super Tree Tie, bursting strength 300psi, tensile strength 300lbs , 1” vinyl impregnated Nylon, waterproof, Manufactured by: Arthur Enterprises. Cut to length. Color to be Green.

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

1. Upland areas
Elymus glaucus (Blue Wildrye) 10.0 lbs/acre
Nassella pulchra (Purple Needlegrass) 9.0 lbs/acre
Nassella cernua (Nodding Needlegrass) 6.0 lbs/acre
Melica caljfornica (Californiameljc) 3.0 lbs/acre
Vulpia microstachys (Small Fescue) 3.0 lbs/acre
Poa secunda (Native Pine Bluegrass) 3.0 lbs/acre
Bromus carinaws (California Brome) 2.0 lbs/acre

2. Channel / Wetland Edges (bottom to 3’ above high water level) Elymus trachycaulus (Slender Wheetgrass) 12.0 lbs/acre
Hordeum brachyantherum (Meadow Barley) 10.0 lbs/acre
Leymus triticoides 'Yolo' (Creeping Wildrye) 8.0 lbs/acre Agrostis exarata (Bentgrass) 3.0 lbs/acre
Elymus glaucus (Blue Wildrye) 5.0 lbs/acre

3. Wildflowers (addition to seed mix(es) above, if specified) Clarkia amoena (Farewell to Spring) 0.5 lbs/acre
Eschscholzia caljfornica (California Poppy) 2.0 lbs/acre Lupinus nanus {Sky Lupine) 3.5 lbs/acre
Nemophila menziesii (Baby Blue Eyes) 1.5 lbs/acre
Lasthenia californica (Common Goldfields) 1.5 lbs/acre
B. Areas with sandy, dry soil shall receive: Zorro Annual Fescue 6 lbs/acre, Rose Clover 9 lbs/acre
C. A fertilizer consisting of 15-15-15 shall be applied at a rate of one half pound per 1,000 square feet. Fertilizer shall be Natural-based, slow release, and balanced in N, P, & K.

D. Seed for creek banks shall conform to the latest requirements of the California Department of Fish and Game.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 32 90 00: Planting

PART 3 - EXECUTION

3.01 Site Preparations
A. Prior to start of landscaping work, review the site conditions to verify final grades have been established, plant/turf beds are weed free, and the irrigation system is operational as shown on the Plans and as indicated in the Specifications.

B. For landscaping within all street right-of-ways, conduct a soils analysis test of the existing soils and remove all lime-treated soils, aggregate base or other non-organic material to a minimum depth of two feet before planting or irrigation installation. Import topsoil to bring the finish grade to specified grades. Submit the soils analysis test results of the imported material prior to import.

C. Notify the Inspector immediately of any existing conditions which are unacceptable for the commencement of landscaping work.

3.02 Coordination of Work
A. Coordinate all work with other trades.

3.03 Preparation of Planting and Turf Areas
A. Upon completion of grading and underground activity, Contractor shall obtain a soils test as outlined in 1.06.

B. Place stockpiled topsoil in all areas to receive planting or turf to a minimum depth of twelve inches (12”).

C. Rip topsoil surface in two directions to a minimum depth of twelve inches (12”).

D. Spread soil amendments at the rates indicated in the soils report.

E. Rototill amendments to recommended depths. Till amendments to a depth of 6” or as recommended by soils report.

F. Remove all rock and debris which are greater than ½ inch in areas to receive turf and one inch (1”) in areas to be planted.

G. All planted and turf areas to be smooth and uniform in grade as shown on the Plans.

H. Planting areas to be sloped to drain as shown on the Plans.

3.04 Storage of Plants and Trees
A. Protect materials from deterioration during delivery and storage. Adequately protect plants from drying out, exposure of roots to sun, wind or extremes of heat and cold temperatures. If planting is delayed more than 24 hours after delivery, set plants in a location protected from sun and wind. Provide adequate water to the root ball package during the shipping and storage period, including weekends and Holidays.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 32 90 00: Planting

B. Soil moisture shall be maintained above wilting point and below field capacity for the root ball substrate or soil.

C. All plant materials must be available for observation prior to planting. Any plants determined to damaged or distressed due to improper watering may be rejected by inspector and shall be replaced at no cost to City.

3.05 Plant Installation
A. Tree and Shrub Planting

1. Remove only those plants which will be planted the same day. Place such plants in the proposed locations for review and accepted by the City prior to actual planting. Notify the Inspector a minimum of 48 hours prior to day of planting.

2. Dig planting pits as shown on the Plans and as shown in the Parks Construction Standards. Scarify the sides and bottom of pit to prevent glazing. Fill pit completely with water and allow the water to completely drain from the pit prior to actual planting.

3. Relocate any plantings taller than 6” in height that fall in front of any irrigation head in order to ensure proper coverage of the irrigation system.

4. For pits that retain water, completely penetrate the hardpan layer at the bottom of the pit and backfill with topsoil. Fill pit with water to test and ensure proper drainage.

5. Prior to tree planting a central leader needs to be established by structural pruning, as necessary. Codominant leaders need to be removed or suppressed by structural pruning. Refer to the CALFIRE "Tree Training", "Tree Planting", and "Tree Quality" cue cards and "Tree and Plant Root Management Standard and Quality Expectations" contained in Section 5 of these Standards.

6. Plants shall be removed from their containers only at the time of placement within the plant pit. Perform root pruning on all four sides of the root ball by shaving and cutting away the root ball periphery to reduce the amount of circling roots. Starting from the top and then cutting/slicing down to the bottom of the root ball. On a 15 gal container at least 1-1.5 inches of the root ball periphery needs to be removed by slicing or shaving. On a 24” and 36”box tree at least 2 inches of the root ball periphery needs to be removed by slicing or shaving. A sharp hand pruning saw needs to be used for the slicing or shaving of the root ball. Refer to the CALFIRE "Root Management" cue card contained in Section 5 of these Standards. This process will remove many girdling and circling roots deflected by the container wall and allows for root penetration within the planting basin. Spread all roots to the side to allow proper root development. Add native backfill and amendments

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 32 90 00: Planting

as shown in the Parks Construction Standards and as recommended by the soils testing laboratory.

7. Plant tree at least three inches (2”) above grade on mount to prevent bowl effect. The tree’s beginning root flare must be located at top of grade with installed sod.

8. Carefully place plant into the plant pit without damaging the root ball. Water the backfill until saturated. For trees, water in by hand after planting using at least ten (10) gallons of water, minimum.

9. Where mowing will occur, provide an eight-foot (8’) minimum horizontal clearance between trees and other site improvements, including shrubs.

10.Tree ties should be installed via a figure eight loop and each tie shall be secured with a nail on the tree stake. Install two (2) Super Tree Ties at 2/3 of tree height and two (2) Super Tree Ties at ½ of tree height.

11.Tree stakes should be inserted into the ground to a minimum depth of 18".

B. Groundcover Planting

1. Place groundcover plants in neat, straight, and parallel rows, triangularly spaced as shown on the Plans and as indicated herein.

2. Start the first row of planting at a distance equal to the on-center spacing required per plan, minimum, from the edge of the adjacent hardscape, mow band or header board.

3. Groundcover shall be installed to the outside edge of the water basins of trees or shrubs.

3.06 Sod- Turf
A. Remove all “humps” and depressions prior to sodding.

B. Keep all sod rolls shaded and moist prior to installation.

C. Do not store sod rolls more than one (1) day. Sod shall be laid upon delivery.

D. Unroll sod one at a time for immediate installation.

E. Provide tight seam between rolls of sod (less than 1/8” gaps).

F. Stagger rows so that the ends of sod rolls are stepped.

G. For turf areas where sod is partially provided, add topsoil at all transition edges to same as finish grade.

H. Sod planted during high Summer temperatures may require fungicide application(s) as a preventative measure. A Pest Control Advisor should be consulted for recommendations. Contractor is responsible for the continued health and establishment of sod and any costs of preventative treaments. FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 32 90 00: Planting

3.07 Mulch
A. Prior to placing mulch, apply post-emergent herbicide to any weeds present, per label directions. After achieving die-off, weeds shall be mechanically cut down or hand-pulled to allow for mulch installation.

B. Prior to placing mulch, apply pre-emergent herbicide in all planting areas, per label directions.

C. Apply three inches (3”) of mulch in all landscape planter areas.

D. Keep mulch a minimum of three inches (3”) away from the trunks of all woody shrubs and four inches (6”) away from all trees. Taper mulch profile away from this point to prevent subsequent collection of mulch against trunks.

3.08 Watering
A. Upon completion of each planting or turf area, irrigate appropriately to ensure proper health and growth.

B. Continually adjust the irrigation for plant needs regardless of air temperature.

3.09 Clean-up
A. Upon completion of planting operations, collect and remove from site all empty plant containers, debris, rubbish and other trash.

B. Sweep clean and wash all hardscape areas.

C. Clean up shall occur, at minimum of once a week, at the end of the work week.

D. Maintain the entire site in a clean condition to the satisfaction of the City.

3.10 Pre-Final (Punch List) Review
A. See Section 011000 1.16 of the Summary of Work for notification process.

B. The following conditions must be met in order for planting to be considered towards substantial completion, as required to enter into the establishment period described in Section 011000, 1.16:

1. For seeded turf:
a. Upon completion of the second mowing of completely germinated turf.

Second mowing is defined as full coverage of turfed area 90% weed free. b. Root depth – Turf grass roots shall be healthy, creamy-white in color and be 4” or greater in length/depth as measured from the soil surface to root tip. This shall be consistent throughout turfed area.
c. Turf shall be of uniform green color with no visible signs of stress due to soil fertility, moisture, disease or pests.

2. For sodded turf:
a. Accepted installation of the sod.
b. Turf shall be of uniform green color with no visible signs of stress due to soil fertility, moisture, disease or pests.

3. For trees and shrubs:

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 32 90 00: Planting

a. Trees and shrubs shall be properly installed, and with no visible signs of stress due to soil fertility, moisture, disease or pests.

3.11 Establishment Period
A. Active maintenance is required throughout the entire establishment period:

1. Maintain turf to a height of two and one half inches (2-1/2”) for cool season turf varieties and one and one half inches (1-1/2”) for warm season turf varieties. Maintained height shall be measured from the surface of finish grade to the top of the leaf blade throughout the establishment period, and mowed as frequently as required to maintain said height. At no time shall the leaf blade be mowed or cut more than 1/3 of the length of the blade.

Root mass/depth must remain consistent as measured at the start of establishment or greater.

2. Edge all turf areas along hardscape edges.

3. Re-seed all bare areas within the turf as soon as evident.

4. Immediately replace all dead plants.

5. As necessary, raise all trees and shrubs which have sunk within the plant pit beyond the levels indicated in the Standard details.

6. Keep all areas free of weeds, pests and disease.

7. For trees located in turf areas, maintain a circle free of turf at a distance described in the Standard details
B. Prior to the start of the final thirty (30) days of establishment:

1. All plant replacements shall be completed.

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

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

3.12 Final Review
A. The Inspector shall review the site for completion of items noted, but not limited to, “B” below. All corrective action is required to enter into the final thirty (30) days of establishment.

B. The site shall be prepared for review, by ensuring that:

1. All spray heads have been properly adjusted,

2. Dead plants have been replaced,

3. Planting areas have been weeded,

4. Turf areas have full germination, are consistent in green color and are weed-free,

5. Walkways and paved areas have been swept and washed, and

6. Turf roots meet standards outlined in 3.10

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 32 90 00: Planting

C. Failure to complete any one or all of the above items may constitute nonperformance of the final review and will require re-scheduling. In this case, the cost of the extended establishment period shall be at no additional cost to the City.

PART 4 - GUARANTEE

4.01 General
A. Contractor shall provide a written guarantee covering all plant materials (trees & shrubs) furnished by them to be free of all defects or disease and that all plants are in a healthy and thriving condition at the completion of the contract.

Deciduous plant material shall be warranted beyond the time of contract completion until such time as growth becomes evident.
(For all park construction projects)
B. All plants, except those provided by the City, shall be warrantied for a period of one (1) year, commencing on the date of final acceptance. The warranty shall be as outlined in Section 011000: Summary of Work, paragraph 1.19. (For all streetscapes, street landscape frontage, street medians and Lighting & Landscape District projects.)
C. All plants, except those provided by the City, shall be warrantied for a period of nine (9) months, minimum, commencing on the date of final acceptance.

Warrantee responsibilities expire upon acceptance and approval of the “Notice of Completion” for the overall development project. The warrantee shall be as outlined in Section 011000: Summary of Work, paragraph 1.19.

END OF SECTION

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 33 00 00: Utilities

SECTION 33 00 00

UTILITIES
PART 1 - GENERAL

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

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

C. The standards set forth in the City of Roseville Design and Construction Standards, latest edition, for storm drainage throughout the project and for sanitary sewer installations within the public rights-of-ways, easements, or as shown on the improvement plans shall be in addition to the standards provided herein.

D. The standards set forth in the latest edition of the California Building Code (CBC) for sanitary sewer installation within the project site, outside of the public right-of-way or easement shall be in addition to the standards provided herein.

1.02 Description
A. Furnish all labor, materials and equipment for the complete installation of the storm drain system and sanitary sewer pipe, and necessary appurtenances as shown on the Plans and as specified herein.

B. Submit a materials listing for review and approval prior to commencement of specified work.

1.03 Related Work
A. Section 31 10 00: Clearing and Grubbing
B. Section 31 20 00: Earthwork

1.04 Safety Requirements
A. Furnish, install and maintain required sheeting, shoring, bracing, and other methods to ensure complete and safe work environment for all workers. Upon completion of work, remove all bracing, shoring, etc. in its entirety, unless otherwise directed by the Inspector.

B. Prior to excavation or trenching, the Contractor shall contact USA Alert (800) C. 227-2600 to locate all known utilities a minimum of 48 hours prior to start of work. During the course of construction, the Contractor shall take every precaution to maintain and protect utilities noted to remain. Said utilities shall remain operational at all times, unless otherwise noted on the plans.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 33 00 00: Utilities

D. The existing utilities are shown on the Plans based on the information available at the time of contract document development. The City shall not assume responsibility for any inaccuracies or incompleteness of the Plans based on such information. The Contractor shall immediately notify, upon damage of any pipeline or facility, the Owner and/or its agents and take every action necessary to repair or replace damaged facilities to the satisfaction of the Inspector, and at no additional cost to the City.

E. Trenches, excavations and repair of pavement shall be consistent with Section 31 20 00: Earthwork.

1.05 Coordination
A. The piping system as shown on the Plans is diagrammatic. The Contractor shall make reasonable adjustments to the layout to avoid conflicts, based on actual field conditions. Said changes shall not interfere with the design intent of the system.

1.06 Tolerance
A. The allowable tolerance for the installation of pipe is 0.05 feet within grades or spot elevations indicated on the Plans.

1.07 Product Storage
A. Take every precaution to protect the materials and pipes from damage during the delivery, storage and installation of the pipe system. Store in a cool, contained area, protected from direct sunlight and per manufacturer’s recommendations. Pipe shall be supported on firm level ground at the site.

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

PART 2 - PRODUCTS

2.01 General
A. All products shall conform to City of Roseville Design and Construction Standards, latest edition, except as noted below.

2.02 Drain Pipe
A. Solid drainpipe shall be PVC SDR 35 and shall conform to ASTM D1784, or accepted equal. Gasketed connections shall conform to ASTM F477.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 33 00 00: Utilities

B. Perforated drainpipe shall be smooth walled PVC, open per Caltrans Section 68-1.02K, or accepted equal.

2.03 Drain Rock
A. Drain rock shall be Class 2 washed, ¾” diameter.

2.04 Filter Fabric
A. Filter fabric shall be Mirafi 140N, or accepted equal.

2.05 Drains
A. Drain Inlets shall be pre-cast and a minimum size of twenty-four inches (24”) square or round by Jensen Precast, or accepted equal.

1. Grate shall be heavy duty, cast iron, walk-on, and bolt down.

2. Box extensions shall be Jensen Precast, or accepted equal.

3. The base shall be six inches (6”) thick.

4. Walls shall be six inches (6”) thick.

5. A “No Dumping” Metal Storm Drain Marker shall be affixed to the concrete color of each drain inlet (See Detail DR-20)

6. Contractor may install cast-in-place drain inlets in lieu of pre-cast drain inlets.

Submit shop drawings and concrete mix design for review and approval.

B. Channel Drains for baseball/softball backstop areas shall be Polycast 600 series pre-sloped trench drains with galvanized steel slotted grates or accepted equal.

C. Sanitary sewer clean outs shall be as specified in the City of Roseville, Design and Construction Standards, latest edition.

2.06 Manholes
A. Manholes shall have tongue and groove joints, be forty-eight inches (48”) minimum in diameter, meeting ASTM C-478.

B. Covers shall be cast iron.

C. All components shall conform to the City of Roseville Design and Construction Standards, latest edition.

2.07 Tracer Wire
A. Insulated solid copper wire, minimum #12 gauge. Color per City of Roseville Design and Construction Standards.

2.08 Sanitary Sewer Pipe
A. Vitrified clay pipe (VCP) shall be as specified in Section 91 Sanitary Sewer in the City of Roseville, Design and Construction Standards, latest edition.

B. PVC SDR 35 may be used for drinking fountain drain applications only, with prior approval, and shall conform to ASTM D3034.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

Project
Date
Section 33 00 00: Utilities

2.09 Potable Water Warning Tape
A. On sites with both Recycled water and potable water lines. Blue plastic tape, 3 inches wide, with the words “CAUTION: POTABLE WATERLINE” imprinted in minimum 1-inch high, black letters per City of Roseville Design and Construction Standards. Imprinting shall be continuous and permanent.

2.10 Other (Specify)
A. Additional products not listed in City Standard.

PART 3 - EXECUTION

3.01 General
A. All pipes shall slope uniformly from given elevations shown on the Plans.

B. All pipes shall be accurately laid true to line and grade, utilizing accepted construction methods.

C. Damaged or cracked pipe and fittings shall not be installed and shall be removed from site.

D. Install all pipe in locations shown on the Plans, except where existing conditions necessitate minor changes.

E. All pipe and fittings shall be kept clean and closed throughout the course of construction.

F. Connections to existing sanitary sewer stubs shall be “TV-ed” and air tested prior to the start of construction per the City of Roseville Design and Construction Standards, latest edition.

3.02 Installation
A. Installation of the specified pipe lines shall conform to the City of Roseville Design and Construction Standards, latest edition.

B. Notify the Inspector a minimum of 48 hours prior to covering of work to ensure timely inspections.

C. Cutting of AC or concrete paving shall be clean, vertical and straight, using a saw, or other tool specific to this application. Replace paving to existing or better condition prior to work.

D. Trench and backfill shall be per City of Roseville Design and Construction Standards, latest edition.

E. Catch basins and drain inlets shall be installed with a concrete collar with “No Dumping” message and fish symbol depressed into the concrete or bolted in place, consistent with Drawing DR-20 the City of Roseville Design and Construction Standards, latest edition.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

FD-50 Park
10/06/2025
Section 33 00 00: Utilities

F. Drain inlets installed in mulched planter areas shall have a 12-inch wide collar of 2- to 6-inch river cobble placed over filter fabric.

G. Channel drains shall be set per manufacturer’s instructions. Place slotted grates along the entire length of the backstop, including wing fencing, wherever concrete is placed adjacent to the backstop system. Provide a below grade piped connection at all gate openings into the infield area. Do not install grated drain sections at these entry/exit points.

H. Manholes shall be per City of Roseville Design and Construction Standards, latest edition. Install grate flush with finish grade.

I. Sanitary Sewer Clean-outs shall be installed with 3M ball markers and shall be located within planted or turf areas, whenever possible. Place clean-outs at 100’ intervals throughout the project. Clean-outs shall not be located within play areas. Install per City of Roseville Design and Construction Standards, latest edition.

J. Upon completion, thoroughly flush storm drain system in the presence of the Parks Inspector.

K. Installation of additional products not listed in the City Standards.

3.03 Tracer Wire
A. Install tracer wire on top of the potable water lines B. Tracer wire shall be continuous with no splices.

3.04 Potable Water Warning Tape
A. To be used on all potable water piping installed within the same project limits as on-site recycled water piping.

B. Install plastic warning tape in pipe backfill, six inches above pipe, for the entire length of the pipe.

3.05 Cleaning
A. Keep site clean at all times. Remove from the site all debris and rubbish and legally dispose.

END OF SECTION

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

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

DRAWINGS
Project: __________________________

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

AB 626 - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] TEXT OF AB 626
Assembly Bill No. 626
CHAPTER 810
An act to add and repeal Section 9204 of the Public Contract Code, relating to public contracts.
[Approved by Governor September 29, 2016. Filed with Secretary of State September 29, 2016.]
LEGISLATIVE COUNSEL’S DIGEST
AB 626, Chiu. Public contracts: claim resolution.

Existing law prescribes various requirements regarding the formation, content, and enforcement of state and local public contracts. Existing law applicable to state public contracts generally requires that the resolution of claims related to those contracts be subject to arbitration.

Existing law applicable to local agency contracts prescribes a process for the resolution of claims related to those contracts of $375,000 or less.

This bill would establish, for contracts entered into on or after January 1, 2017, a claim resolution process applicable to any claim by a contractor in connection with a public works project. The bill would define a claim as a separate demand by the contractor for one or more of the following: a time extension for relief from damages or penalties for delay, payment of money or damages arising from work done pursuant to the contract for a public work, or payment of an amount disputed by the public entity, as specified.

This bill would require a public entity, defined to exclude certain state entities, upon receipt of a claim sent by registered or certified mail, to review it and, within 45 days, provide a written statement identifying the disputed and undisputed portions of the claim. The bill would authorize the 45-day period to be extended by mutual agreement. The bill would require any payment due on an undisputed portion of the claim to be processed within 60 days, as specified. The bill would require that the claim be deemed rejected in its entirety if the public entity fails to issue the written statement.

This bill would authorize, if the claimant disputes the public entity’s written response or if the public entity fails to respond to a claim within the time prescribed, the claimant to demand to meet and confer for settlement of the issues in dispute. The bill would require any disputed portion of the claim that remains in dispute after the meet and confer conference to be subject to nonbinding mediation, as specified. The bill would provide that unpaid claim amounts accrue interest at 7% per annum. The bill would prescribe a procedure by which a subcontractor or lower tier contractor may make a claim through the contractor.

This bill would require the text of these provisions, or a summary, to be set forth in the plans or specifications for any public work which may give rise to a claim. The bill would specify that a waiver of these rights is void and contrary to public policy, except as specified. The bill would also specify that it does not impose liability on a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

AB 626 - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] By increasing the duties of local agencies and officials, this bill would impose a statemandated local program.

This bill would, on January 1, 2020, repeal the provision establishing the claim resolution process.

This bill would specify that these provisions constitute a matter of statewide concern.

The California Constitution requires the state to reimburse local agencies and school districts for certain costs mandated by the state. Statutory provisions establish procedures for making that reimbursement.

This bill would provide that, if the Commission on State Mandates determines that the bill contains costs mandated by the state, reimbursement for those costs shall be made pursuant to these statutory provisions.

The people of the State of California do enact as follows:

SECTION 1. Section 9204 is added to the Public Contract Code, to read:
9204. (a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner.
(b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section:
(1) ”Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. (2) ”Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3) (A) ”Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency. (B) ”Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that department.
(ii) The Department of Transportation as to any project under the jurisdiction of that department.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

AB 626 - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] (iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department.
(iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code.
(v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority.
(4) ”Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) ”Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply.
(2) (A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

AB 626 - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so.
(e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.
(i) This section shall remain in effect only until January 1, 2020, and as of that date is

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

AB 626 - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date.

SECTION 2.

The Legislature finds and declares that it is of statewide concern to require a charter city, charter county, or charter city and county to follow a prescribed claims resolution process to ensure there are uniform and equitable procurement practices.

SECTION 3.

If the Commission on State Mandates determines that this act contains costs mandated by the state, reimbursement to local agencies and school districts for those costs shall be made pursuant to Part 7 (commencing with Section 17500) of Division 4 of Title 2 of the Government Code.

FOR COUNCIL APPROVAL ONLY - NOT FOR CONSTRUCTION

2'
4'-8"
5'-4"
4'-8"
4'
16 8

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3741 Douglas Blvd, Ste 150 Tel 916.341.7760
Fax 916.341.7767 Roseville, CA 95661

WESTBROOK BLVD

VISTA GRANDE BLVD

PLEASANT GROVE BLVD

FIDDYMENT RD
½”
½”

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3741 Douglas Blvd, Ste 150 Tel 916.341.7760
Fax 916.341.7767 Roseville, CA 95661

1. “ ”
” ” “
” “ ”
” ”
“ ” a. “ ” “ ” F. “ ”
“ ”
“ ”
”
”
“ ” ………………………… ”
” ……………………… ”
” ………………………
… ”

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3741 Douglas Blvd, Ste 150 Tel 916.341.7760
Fax 916.341.7767 Roseville, CA 95661

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3741 Douglas Blvd, Ste 150 Tel 916.341.7760
Fax 916.341.7767 Roseville, CA 95661

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3741 Douglas Blvd, Ste 150 Tel 916.341.7760
Fax 916.341.7767 Roseville, CA 95661

120 83
0 0
1 2
3 4
5 6
7 48.00
0 1
2 3
101223341556697891784 2'
0 1
2 3
4 5
0 1
2 4'-8"
0 1
2 3
4 5
6 7
8 9
10 11

48.00 48.00
0 1
2 3
4 5
5'-4"
0 1
2 3
4 48.00
5 67.44
0 1
2 04'-8"
1 2
3 4
548.00

67.44 0
1 2 4'
0 1
2 16
8 7
32 32
34 16
48 13
7 32
32 34
16 48
13 0
0 0
0 1
21 11.0

27.0 8.0

45.0 99.0
0 0
1 2 127 164
0 1
0 1
2 4.5 25.75

17.0 0
1 0
2 1

54.0 56.0

36.25 24.0

6.0 0
0 0
0 0
0 0

19.9 0
1 2

24.0 0
0 1
21 0 14811
0 127 164
01 2
3 0
1 2
3 4
5 0 96.00 136 99
0 14811
0 120 83
0 48.0
1 3
2 0
0 1 136 99
0 136 99
0 136 99
0 136 99
0 0
1 2
3 0
1 2
3 4
5 96.0
114 76
114 76
0 1
63"
9659
0 0
1 21
4'
9659
0 0
0 1
21 3 48.0
9659
0 9659
0 0
1 21 4'
9659
0 9659
0 0
1 21 4'
0 213 174
0 213 174
0 213 174
0 213 174
0 213 174
0 213 174
0 1
2 3
4 5
6 0
1 2
3 4
5 6
7 8
9 10
11 120 83
0 0
1 2
3 4
5 6
7 48.00
0 1
2 3
101223341556697891784 2'
0 1
2 3
4 5
0 1
2 4'-8"
0 1
2 3
4 5
6 7
8 9
10 11

48.00 48.00
0 1
2 3
4 5
5'-4"
0 1
2 3
4 48.00
5 67.44
0 1
2 04'-8"
1 2
3 4
548.00

67.44 0
1 2 4'
0 1
2 16
8 7
32 32
34 16
48 13
7 32
32 34
16 48
13 0
0 0
0 1
21 11.0

27.0 8.0

45.0 99.0
0 0
1 2 127 164
0 1
0 1
2 4.5 25.75

17.0 0
1 0
2 1

54.0 56.0

36.25 24.0

6.0 0
0 0
0 0
0 0

19.9 0
1 2

24.0 0
0 1
21 0 14811
0 127 164
01 2
3 0
1 2
3 4
5 0 96.00 136 99
0 14811
0 120 83
0 48.0
1 3
2 0
0 1 136 99
0 136 99
0 136 99
0 136 99
0 0
1 2
3 0
1 2
3 4
5 96.0
114 76
114 76
0 1
63"
9659
0 0
1 21
4'
9659
0 0
0 1
21 3 48.0
9659
0 9659
0 0
1 21 4'
9659
0 9659
0 0
1 21 4'
0 213 174
0 213 174
0 213 174
0 213 174
0 213 174
0 213 174
0 1
2 3
4 5
6 0
1 2
3 4
5 6
7 8
9 10
11 BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3741 Douglas Blvd, Ste 150 Tel 916.341.7760
Fax 916.341.7767 Roseville, CA 95661

2'
4'-8"
5'-4"
4'-8"
4'
16 8

LEVEL SITDOWN

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3741 Douglas Blvd, Ste 150 Tel 916.341.7760
Fax 916.341.7767 Roseville, CA 95661

2'
4'-8"
5'-4"
4'-8"
4'
16 8

LEVEL SITDOWN

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3741 Douglas Blvd, Ste 150 Tel 916.341.7760
Fax 916.341.7767 Roseville, CA 95661

2'
4'-8"
5'-4"
4'-8"
4'
16 8

LEVEL SITDOWN

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3741 Douglas Blvd, Ste 150 Tel 916.341.7760
Fax 916.341.7767 Roseville, CA 95661

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3741 Douglas Blvd, Ste 150 Tel 916.341.7760
Fax 916.341.7767 Roseville, CA 95661

2"
2"
2"
2" 2"
2"
A1
1" 16.5
A1
A2
1" 9.58
A2
A3
1" 15.0
A3
A7
1" 3.18
A7
A8
1" 11.8
A8
A9
1" 8.93
A9
A10
1"
6 A10
A11
1" 14
A11
A13
1 26.6
1 2" A13
C
M
2"
2"
2"
A26
A25
1 33.1
1 2" A26
1 33.1
1 2" A25
A27
1 33.1
1 2" A27
A28
1 30.5
1 2" A28
A29
1 36.6
1 2" A29
16 8

LEVEL SITDOWN

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3741 Douglas Blvd, Ste 150 Tel 916.341.7760
Fax 916.341.7767 Roseville, CA 95661

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3741 Douglas Blvd, Ste 150 Tel 916.341.7760
Fax 916.341.7767 Roseville, CA 95661

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3741 Douglas Blvd, Ste 150 Tel 916.341.7760
Fax 916.341.7767 Roseville, CA 95661
LEGEND

NO PLASTIC, MONOFILAMENT, JUTE OR SIMILAR EROSION CONTROL

MATTING THAT COULD ENTANGLE SNAKES WILL BE PLACED ON A
PROJECT SITE WITHIN 200 FEET OF SNAKE AQUATIC OR RICE HABITAT.POSSIBLE SUBSTITUTIONS INCLUDE COCONUT COIR MATTING, TACTIFIEDHYDROSEEDING COMPOUNDS, OR OTHER MATERIALS APPROVED BY THE WILDLIFE AGENCIES.

EROSION CONTROL WILL BE PLACED PRIOR TO THE START OF THE RAINY SEASON IF THE SITE HAS NOT BEEN PERMANENTLY STABILIZED.

EROSION CONTROL PLAN IS FOR REFERENCE ONLY AND THE PROJECT SWPPP SHALL GOVERN.

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3741 Douglas Blvd, Ste 150 Tel 916.341.7760
Fax 916.341.7767 Roseville, CA 95661

0 0
1 2
3 4
5 6
7 0
1 2
3 0101223341556697891784 2'
0 1
2 3
4 5
0 1
2 4'-8"
0 1
2 3
4 5
6 7
8 9
10 11
0 1
2 3
4 5
5'-4"
0 1
2 3
4 5
0 1
2 04'-8"
1 2
3 4
5 0
1 2 4'
0 1
2 16
8 0
0 0
0 1
21 0
0 1
2 0
1 0
1 2
0 1
0 2
1 0
0 0
0 0
0 0
0 1
2 0
0 1
21 0
0 01
2 3
0 1
2 3
4 5
0 0
0 0
1 3
2 0
0 1
0 0
0 0
1 2
3 0
1 2
3 4
5 0
1 9659
0 0
1 21 9659
0 0
0 1
21 3
9659
0 9659
0 0
0 1
21 9659
0 9659
0 0
0 1
21 0 213 174
0 213 174
0 213 174
0 213 174
0 213 174
0 213 174
0 1
2 3
4 5
6 0
1 2
3 4
5 6
7 8
9 10
11 BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3741 Douglas Blvd, Ste 150 Tel 916.341.7760
Fax 916.341.7767 Roseville, CA 95661

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3741 Douglas Blvd, Ste 150 Tel 916.341.7760
Fax 916.341.7767 Roseville, CA 95661

2'
4'-8"
5'-4"
4'-8"
4'
16 8

LEVEL SITDOWN

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3741 Douglas Blvd, Ste 150 Tel 916.341.7760
Fax 916.341.7767 Roseville, CA 95661

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3741 Douglas Blvd, Ste 150 Tel 916.341.7760
Fax 916.341.7767 Roseville, CA 95661

2'
4'-8"
5'-4"
4'-8"
4'
C
M
20GPM
40PSI 2"
2"
2"
2"
2"
2"
2"
2"
2" 2"
2"
2"
A1
1" 16.5
A1
A2
1" 9.58
A2
A3
1" 15.0
A3
A4
1" 7.17
A4
A5
1" 8.83
A5
A6
1" 7.72
A6
A7
1" 3.18
A7
A8
1" 11.8
A8
A9
1" 8.93
A9
A10
1"
6 A10
A11
1" 14
A11
A12
1" 11
A12
A13
1 26.6
1 2" A13
A14
1 33.1
1 2" A14 A15
1 39.7
1 2" A15
A16
1 39.7
1 2" A16
A17
1 23.9
1 2" A17 A18
1 39.7
1 2" A18
A19
1 39.7
1 2" A19
A20
1 21.3
1 2" A20
A21
1 39.7
1 2" A21
A22
1" 18.3
A22
A23
1" 6.30
A23
A24
1" 7.0
A24
OI
OI
OI
OI
OI
OI
OI
OI
OI
40PSI
20GPM

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3741 Douglas Blvd, Ste 150 Tel 916.341.7760
Fax 916.341.7767 Roseville, CA 95661

OI
C
XX
M
#
#"
#

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3741 Douglas Blvd, Ste 150 Tel 916.341.7760
Fax 916.341.7767 Roseville, CA 95661

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3741 Douglas Blvd, Ste 150 Tel 916.341.7760
Fax 916.341.7767 Roseville, CA 95661

®
™
2'
4'-8"
5'-4"
4'-8"
4'
16 8

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3741 Douglas Blvd, Ste 150 Tel 916.341.7760
Fax 916.341.7767 Roseville, CA 95661

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3741 Douglas Blvd, Ste 150 Tel 916.341.7760
Fax 916.341.7767 Roseville, CA 95661

1 E0.1
2 3
No. OF
SHEETS

DRAWING
No. DRAWING DESCRIPTIONS

ELECTRICAL SHEET INDEX

CONDUIT HOMERUN TO PANELBOARD
DRAWING PLAN OR DETAIL DESIGNATION - "1" OR "A" DENOTES PLAN OR DETAIL NUMBER, "E-1" DENOTES SHEET NUMBER
1 E-1

ELECTRICAL SYMBOL LIST
CONDUIT RUN UNDERFLOOR OR UNDERGROUND MINIMUM 1" DIAMETER.

A AMPERES
A.F.F. ABOVE FINISHED FLOOR
A.I.C. AMPERE INTERRUPTING CAPACITY

AMP AMPERE

AWG AMERICAN WIRE GAUGE

BKR BREAKER
C. CONDUIT
C.B. CIRCUIT BREAKER

CD CANDELA

CKT CIRCUIT
C.O. CONDUIT ONLY, WITH PULL WIRE
C.T. CURRENT TRANSFORMER
(E) EXISTING

EL EVENING LIGHT

EMT ELECTRICAL METALLIC CONDUIT
GA. GAUGE

GND GROUND

IRR IRRIGATION
Isc SHORT CIRCUIT AMPERES

ISO ISOLATED

KVA KILO VOLT AMPERE

KW KILO WATT
LT. LIGHT
MIN. MINIMUM
MTD. MOUNTED

N NEUTRAL
(N) NEW

NEMA NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION
N.I.C. NOT IN CONTRACT

NL NIGHT LIGHT

PFB PROVISIONS FOR FUTURE CIRCUIT BREAKER

PH PHASE
(R) REMOVE
RCPT. RECEPTACLE
S.M.S SHEET METAL SCREW
TYP. TYPICAL

UG UNDERGROUND

UL UNDERWRITERS LABORATORY

VA VOLT-AMPERES

W WIRE, WATT

WP WEATHER PROTECTED

WR WEATHER RESISTANT AND WEATHERPROOF

XFMR TRANSFORMER

ABBREVIATIONS

METERED SERVICE PEDESTAL
5 6
4 ONE-LINE POWER DIAGRAM & PANEL SCHEDULE
E3.1 ELECTRICAL DETAILS

BRANCH CIRCUIT VOLTAGE DROP TABLE

MAXIMUM BRANCH

CIRCUIT LENGTH CONDUCTOR SIZE

MAXIMUM CIRCUIT
LOAD FOR 20 AMP

CIRCUIT BREAKER
120 VOLT
#8 AWG

VOLTAGE
9 AMPS (1.08 KVA)
240 VOLT
9 AMPS (2.16 KVA)
#10 AWG
#12 AWG
#8 AWG
#10 AWG
#12 AWG
115 FEET
180 FEET
285 FEET
210 FEET
135 FEET
85 FEET
VOLTAGE DROP VALUES NOT EXCEEDING 2% FOR FEEDERS HAVE BEEN SHOWN ON THE ONE LINE DIAGRAM.

IN LIEU OF VOLTAGE DROP CALCULATIONS FOR EACH BRANCH CIRCUIT IN SCOPE OF WORK, THE GENERAL DESIGN STANDARD BELOW HAS BEEN FOLLOWED TO ENSURE A VOLTAGE DROP OF 3% IS NOT EXCEEDED.

WHERE THE CIRCUIT LOAD OR CIRCUIT LENGTH LISTED HAS BEEN EXCEEDED, A DETAILED VOLTAGE DROP CALCULATION FOR THAT CIRCUIT HAS BEEN PROVIDED WITH THE TITLE 24 COMPLIANCE DOCUMENTATION. #8 AWG
#10 AWG
#12 AWG
#8 AWG
#10 AWG
#12 AWG
200 FEET
330 FEET
510 FEET
380 FEET
250 FEET
150 FEET
12 AMPS (1.44 KVA)
12 AMPS (2.88 KVA)
#8 AWG
#10 AWG
#12 AWG
130 FEET
85 FEET
55 FEET
#8 AWG
#10 AWG
#12 AWG
285 FEET
185 FEET
110 FEET
16 AMPS (1.92 KVA)
16 AMPS (3.84 KVA)

1. MANDREL CLEAN WITH APPROPRIATE SIZE MANDREL, PRIOR TO PLACING PULL ROPES OR CONDUITS.

2. WHERE POT HOLES OCCUR, PATCH ALL SURFACES TO MATCH EXISTING CONDITIONS WITH LIKE MATERIAL PRIOR TO CONSTRUCTION.

3. PROVIDE LABELS AT EACH CONDUIT TO INDICATE INITIATION AND TERMINATION POINT.

4. PROVIDE APPROPRIATE SIZE BUSHINGS AT EACH END OF THE CONDUIT. 1 DRAWING SHEET NUMBERED NOTE DESIGNATION - APPLIES TO

NUMBERED NOTE ON SAME SHEET
E1.1 SITE PLAN - ELECTRICAL
E2.1
E4.2
E4.1 TITLE 24 OUTDOOR LIGHTING COMPLIANCE FORMS
HADCO

DESCRIPTION

MANUFACTURER
CATALOG NO.

TYPE

VOLTAGE

MOUNTING
S1
LUMINAIRE SCHEDULE REMARK NOTES:

GENERAL NOTE:

REFER TO PLAN FOR LOCATION, QUANTITIES, AND SWITCH FUNCTION.

RL54-B-B-N-N-1-A-W-N-N-N-A2-N-N-N-N-SP1
120-277V (MULTIVOLT)
REMARK
NOTE No.

LUMINAIRE SCHEDULE

POST TOP MTD DECORATIVE
LED AREA LIGHT, TYPE 5

UNDERGROUND CONDUIT GENERAL NOTES

USE EXTREME CAUTION WHEN DIGGING TO AVOID BURIED UTILITY CABLES, CONDUITS, AND PIPING. CALL "UNDERGROUND SERVICE ALERT" (U.S.A.):
811 or 1-800-642-2444
TWO WORKING DAYS BEFORE DIGGING TO VERIFY UNDERGROUND UTILITIES. ** UNDERGROUND DIGGING CAUTION **

AREA CONTAINS EXISTING POWER AND SINGLE CONDUITS/CONDUCTORS AND THE LOCATIONS ARE UNKNOWN. THE CONTRACTOR SHALL USE GROUND

PENETRATING RADAR (GPR) TO IDENTIFY UNDERGROUND INFRASTRUCTURE (CONDUITS AND PIPES) AND HAND DIG AROUND EXISTING UNDERGROUND INFRASTRUCTURE (CONDUITS AND PIPES).

GROUND PENETRATION RADAR (GPR)

CALIFORNIA ADMINISTRATIVE CODE
(PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)).

CALIFORNIA BUILDING CODE (CBC) - PART 2, TITLE 24, BASED ON THE 2024 INTERNATIONAL BUILDING CODE (IBC).

CALIFORNIA ELECTRICAL CODE (CEC) - PART 3, TITLE 24, BASED ON THE 2023 NATIONAL ELECTRICAL CODE (NEC).

CALIFORNIA MECHANICAL CODE (CMC) - PART 4, TITLE 24, BASED ON THE 2024 UNIFORM MECHANICAL CODE (UMC).

CALIFORNIA PLUMBING CODE (CPC) - PART 5, TITLE 24, BASED ON THE 2024 UNIFORM PLUMBING C0DE (UPC).

CALIFORNIA ENERGY CODE - PART 6, TITLE 24
CALIFORNIA FIRE CODE (CFC) - PART 9, TITLE 24, BASED ON THE 2024 INTERNATIONAL FIRE CODE (IFC).

CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) - PART 11, TITLE 24 N.F.P.A. 72 FIRE ALARM CODE
EDITION TITLE 19, CALIFORNIA CODE OF REGULATIONS, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.

OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA).

ALL APPLICABLE LOCAL & STATE CODES/REGULATIONS
2025
2025
2025
2025
2025
2025
2025
2025
2025
2025

APPLICABLE CODES AND REGULATIONS
39W, LED, 6082LM,
4000K, 70CRI

POLE MTD

POST TOP
TR34-16-DE-BLK-TXT-30 16' DECORATIVE POLE
S1
POLE

WHATLEY

ELECTRICAL SHEET INDEX, SYMBOL LIST, ABBREVIATIONS, GENERAL NOTES

AND DETAILS
TITLE 24 POWER DISTRIBUTION COMPLIANCE FORMS (NOT INCLUDED IN THIS SET)

IC IRRIGATION CONTROLLER
PB#
ELECTRICAL PULL BOX. "PB#" INDICATES SIZE CORRESPONDING TO PULL BOX SCHEDULE.

EXISTING CONDUIT AND WIRING

POST TOP LUMINAIRE, WITH POLE AND BASE

LIGHT SOURCE
(LED, WATTS, LUMENS,

COLOR TEMPERATURE,
CRI, R9 IF AVAILABLE)
N/A
N/A BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 3741 Douglas Blvd, Ste 150 Tel 916.341.7760 Fax 916.341.7767 Roseville, CA 95661 Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: J. Brodovsky
25303.21

SCALE : 1" = 20'-0"
1 SITE PLAN - ELECTRICAL
E1.1

NUMBERED NOTES
1 IRRIGATION CONTROLLER, 120V, 1A.

VERIFY FINAL LOCATION OF (N) SERVICE PEDESTAL WITH CITY OF ROSEVILLE PRIOR TO INSTALLATION.
(E) SECONDARY PULLBOX, FED BY (E) 75KVA TRANSFORMER.
16 8

LEVEL SITDOWN

NOVA PLACE SUPERNOVA LANE STARFIELD DRIVE

SUPERNOVA LANE
2 IC
SP1-4
2 (N) IRRIGATION

CONTROLLER
1 S1
PB10
(N) SERVICE
PEDESTAL "SP1"
3 3
PB10
SP1-3
TO (E) 75KVA XFMR

FEEDER SCHEDULE
TAG ### DESCRIPTION
202 1" C., 2 #12, AND 1 #12 GND.
202
202
204 1" C., 4 #12, AND 1 #12 GND.
204
1003 2" C., 3 #1, AND 1 #4 GND.
1003 BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 3741 Douglas Blvd, Ste 150 Tel 916.341.7760 Fax 916.341.7767 Roseville, CA 95661 Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: J. Brodovsky
25303.21

NO SCALE
1 ONE-LINE POWER DIAGRAM - "SP1"
E2.1
S/N

DISCONNECT
100/2
BYPASS

SERVICE
TEST
GND

LANDING
PAD
@ 22K AIC

MAIN RATED

LOAD SPLITTER
20 20
#4 AWG #4 AWG
1 2
3 4
5 6

UTILITY
METER
SOCKET

PEDESTAL CONTROLS
20 20 SPARE
20 SECURITY LIGHT C1 GFI
AUTO

PHOTOCELL
H
TEST

INTERNAL
N
A
C1
TC

LOCAL UTILITY SERVICE
3 WIRE
120/240VAC
1 PHASE

SEE PLAN DRAWING

FOR CONDUIT/FEEDER
SIZE
20 PEDESTAL RECEPTACLE

IRRIGATION CONTROLLER
SPARE
7 8
SPACE
SPACE
9 10
SPACE
SPACE
11 12
SPACE
SPACE
VD = 0.92%
VD = 0.25%
WR BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 3741 Douglas Blvd, Ste 150 Tel 916.341.7760 Fax 916.341.7767 Roseville, CA 95661 Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: J. Brodovsky
25303.21

NO SCALE
4 CONDUIT TRENCHING DETAIL
E3.1
8" TYPICAL AT

EXISTING PAVING
2" MIN. 24" MIN.

CONDUITS PER PLAN 1" MIN.

CLEARANCE BETWEEN CONDUITS

GRADED SAND
CONDUIT TRACER - 2" TO 4" ABOVE
CONDUIT. SETON 85517 OR EQUAL.

BACKFILL NATIVE SOIL. UNDER PAVING
COMPACTION TO: TOP 6" AT 95% MIN.

RELATIVE COMPACTION BALANCE - 90%
MIN. OTHER AREAS: 90% MIN. RELATIVE
COMPACTION OF ORIGINAL. PROVIDE

REPORT TO INSPECTOR OF RECORD,
SEE CIVIL PLANS.
(N) SURFACE (ASPHALT, CONCRETE, DIRT,
ETC.) TO MATCH (E) IN QUALITY AND
COLOR (FOR DIRT RESEED). PROVIDE

EXPANSION JOINTS AT CONCRETE WALK
TO ALIGN WITH EXISTING, SEE CIVIL PLANS.

UNDER PAVING PROVIDE 3/4" CLASS 2
AGGREGATE BASE COMPACTED TO 95% MIN.

RELATIVE COMPACTION.

WIDTH AS NECESSARY FOR

QUANTITY OF CONDUITS
NOTE: THIS SITE HAS SHALLOW WATER TABLE. TRENCH DEPTH AND BEDDING TO BE CONFIRMED WITH GEOTECH PRIOR TO TRENCHING.

NOTES:

1. PULL BOX SHALL BE TRAFFIC RATED WHEN SUBJECT TO VEHICULAR

TRAFFIC

2. CLEAN 2" AND LARGER SPARE EMPTY CONDUITS WITH APPROPRIATE

SIZE MANDREL PRIOR TO PLACING PULL ROPE AND PLUGGING EMPTY CONDUITS WITH CONDUIT PLUGS.

3. PULL ROPE: TIE OFF EACH END TO DUCT PLUG TO PREVENT PULL ROPE LOSS IN CONDUIT.

UNDERGROUND PULL

BOX SCHEDULE

REFER TO PLAN FOR LOCATION OF BOXES
AND TYPES USED.

CONDUIT PER PLAN,
MAINTAIN 12"

SEPARATION

BETWEEN ELECTRICAL

AND SIGNAL
CONDUITS, 18"

MINIMUM DEPTH

SCREW-ON JACKMOON, TYCO
OR EQUAL. CONDUIT PLUG,

TYPICAL EACH END, MATCH SIZE

OF PLUG WITH CONDUIT

UNDERGROUND

PULL BOX PER PLAN

PAVEMENT
COVER

CONDUIT STUB AND CAP
(WHERE OCCURS)

PULL ROPE, TYPICAL

BOX CONCRETE PAD

SEAL END OF CONDUITS

AND PENETRATION

WATER TIGHT

CONDUIT PER PLAN
12" CONCRETE

EXTENSION, QUANTITY
PB10 10" 17-1/4" 12" AS NEEDED
LENGTH
1" x 4" REDWOOD FORM, FILL

WITH GRAVEL AND

SURROUNDED WITH
CONCRETE TO SEAT BOX.

SEAL END OF CONDUITS

WATER TIGHT

UNDERGROUND

PULL BOX PER PLAN

FINISHED GRADE OR

CONCRETE WALK

WHERE OCCURS
COVER

CONDUIT PER PLAN, MAINTAIN
12" SEPARATION BETWEEN

ELECTRICAL AND SIGNAL
CONDUITS, 18" MINIMUM DEPTH

RE-SEED AT GRASS AREA

PLANTERS, MATCH SURFACES

SCREW-ON JACKMOON,
TYCO OR EQUAL.

CONDUIT PLUG, TYPICAL

EACH END, MATCH SIZE

OF PLUG WITH CONDUIT

PULL ROPE, TYPICAL

TRAFFIC RATED

NON-TRAFFIC RATED
LENGTH

NOMINAL
WIDTH

NOMINAL
LENGTH

NOMINAL

TAG DEPTH

NO SCALE
1 UNDERGROUND PULL BOX (TRAFFIC RATED)
E3.1

SECURITY LIGHT WITH

NO SCALE
2 CONCRETE COLLAR DETAIL
E3.1
24"

WINDOW (TO VIEW METER)
24"
2"
43"
8"
8"
12"

14.25"
15"

BASE PLATE DETAIL
8"
1/2" x 18"

ANCHOR BOLT
WITH 4" TOE
PLACES

FRONT VIEW

NO SCALE
3 METERED SERVICE - LIGHTING PEDESTAL "SP1" ELEVATION AND DETAILS E3.1

SERVICE CONDUIT
3" MAXIMUM SIZE
8' x 1/2" GROUND ROD

WITH GROUND ROD CLAMP
15"

SIDE VIEW

LOAD SIDE CONDUIT

CONCRETE FOUNDATION
24"W x 15"D x 24"H
5/8" ANCHOR

BOLT, TYPICAL

ANCHOR BOLT
5"

PAD LOCKABLE
DRAW LATCH 1/4" TURN LATCH WITH
KNURLED KNOB (2 REQ.)

TAMPER RESISTANT,

WEATHERPROOF PAD

MOUNTED PEDESTAL WITH

PAD-LOCKABLE PIANO
TYPE HINGED DOOR.
1-1/2" ANGLE BASE

WELDED TO PEDESTAL
B
2000# HASP, TYPICAL

MERCURY DISPLACEMENT CONTACTORS

SOLID NEUTRAL BASE
#6 BARE COPPER GROUND WIRE
B

SERVICE SECTION WITH PIANO HINGED

DEAD FRONT DOORS AND WEATHERPROOF
DOOR NEMA 3R CONSTRUCTION EQUIPMENT
TO BE MOUNTED ON PAN IN REAR.
100A MAIN CIRCUIT BREAKER,
120/240V, 1PH, 3W PEDESTAL
GROUT

PROVISION FOR

SEAL AND LOCK

UNDERGROUND

PULL SECTION

SECTION B-B

SECTION A-A
2"

5.25" 10.25"

HINGED FRONT DOOR ON
THIS SIDE (3 CONCEALED

HINGES)
PROVIDE 4 HOLES FOR

MOUNTING REMOVABLE

RAIN CAP WHEN METER

PANEL IS NOT REQUIRED

OPEN AREA

METAL BARRIER

PIANO HINGE LOCATION

FOR DEAD FRONT DOOR
(DOOR TO SWING OPEN
AT LEAST 90 DEGREES

FROM CLOSED POSITION)

BACK PAN, FASTEN

WITH STUDS
1/4" NEOPRENE GASKET

SELECTOR SWITCH (HAND-OFF-AUTO)

CONTROLS SECTION
CONCRETE BASE WITH 1/2" CHAMFER.

SECURE PEDESTAL TO BASE WITH (4) 1/2"
DIAMETER x 18" ANCHOR BOLTS WITH 4"
TIES, INCLUDING WASHERS AND NUTS.

FINISHED GRADE

LATCH FOR PAD

LOCKABLE SEAL

LIGHTING BREAKERS
DISTRIBUTION SECTION 50"
A
12"
A
TO MEET PG&E REQUIREMENTS BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 3741 Douglas Blvd, Ste 150 Tel 916.341.7760 Fax 916.341.7767 Roseville, CA 95661 Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: J. Brodovsky
25303.21

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 3741 Douglas Blvd, Ste 150 Tel 916.341.7760 Fax 916.341.7767 Roseville, CA 95661 Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: J. Brodovsky
25303.21
01/06/2026 01/06/2026 Page 683 of 981
BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 3741 Douglas Blvd, Ste 150 Tel 916.341.7760 Fax 916.341.7767 Roseville, CA 95661 Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400
PROJECT MGR: J. Brodovsky
25303.21
01/06/2026 01/06/2026 Page 684 of 981
City Council
Communication
Meeting Date: 3/18/2026
Item #: VI.9
File #: 0714
Item ID: 2026-157
Title: Maidu Community Center Storage Project – New Capital Improvement Project and Budget Adjustment
Contact: Rob Nakamura 916-774-5135 [email protected]

SUMMARY
Staff recommends approval of a budget adjustment in the amount of $110,000 for the establishment of a new capital project, Maidu Community Center Storage, for the design, permitting, and construction of new storage space at the Maidu Community Center. Funding is provided by the Parks and Recreation Fee Funded Projects Fund.

RECOMMENDATION
Staff recommends that the City Council authorize the establishment of a new capital project, Maidu Community Center Storage, and adopt an ordinance to approve a budget adjustment appropriating $110,000 into the project for the design, permitting, and construction of new storage space at the Maidu Community Center.

BACKGROUND
The Maidu Community Center is in need of additional storage space for tables and chairs that are used for room rentals. Funding was appropriated for the Maidu Community Center in the FY2025-26 budget within the Parks and Recreation Fee Funded Project Fund for a new storage space and an adjacent ADAaccessible walkway. This project will provide the appropriate space to store racks of tables and chairs that are currently lined within the community center lobby and hallways, which have created a cluttered and unsafe environment.

FISCAL IMPACT
This budget adjustment will establish a new capital project, Maidu Community Center Storage, and appropriate $110,000 into the project for the design, permitting, and construction of the new storage space and ADA-accessible walkway at the Maidu Community Center. The recommended budget adjustment will reduce the FY 2025-26 budget for the Maidu Community Center within the Parks and Recreation Fee Funded Projects Fund and reallocate those funds to the Maidu Community Center Storage Project.

ENVIRONMENTAL REVIEW
The proposed project involves the construction of minor structures accessory to existing commercial, industrial, or institutional facilities. This activity is categorically exempt from CEQA as a Class 11 Exemption (State CEQA Guidelines Section 15311). The Exemption has been prepared and no further CEQA action is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

1. Ensure a safe and healthy community

4. Invest in well-planned infrastructure and growth

6. Deliver exceptional City services
Respectfully Submitted,
Rob Nakamura, Recreation Superintendent
Jill Geller, Parks Recreation and Libraries Director
ATTACHMENTS:

1. Ordinance 7049

2. 2026_Maidu Community Center Storage Project (Class-11)_CEQA Exemption REVIEWERS:

Rob Nakamura, Parks, Recreation, and Libraries Department - Recreation Created/Initiated - 2/18/2026 Jeff Nereson, Parks, Recreation, and Libraries Department - Recreation Approved - 2/18/2026 Jill Geller, Parks, Recreation, and Libraries - All Approved - 2/27/2026 Kelly Aye, City Attorney Department Approved - 3/2/2026 Katrina Six, City Clerk Department Approved - 3/2/2026
Ryan DeVore, City Manager Department - Assistant City Manager Approved - 3/3/2026 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 3/5/2026 Michelle Sheidenberger, City Attorney Department Approved - 3/5/2026 Dominick Casey, City Manager Department - City Manager Approved - 3/9/2026 Katrina Six, City Clerk Department Final Approval - 3/9/2026

ORDINANCE NO. 7049

ORDINANCE OF THE COUNCIL OF THE CITY OF ROSEVILLE
AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2025-26

BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY

EFFECTIVE AS AN APPROPRIATION MEASURE
THE CITY OF ROSEVILLE ORDAINS:

SECTION 1. The City of Roseville Annual Budget, Fiscal Year 2025-26, is hereby amended as listed on the attached budget adjustment for the Maidu Community Center Storage project.

SECTION 2. This ordinance is hereby declared to be an appropriation measure, immediately effective pursuant to the provisions of Section 5.03 of the Charter.

SECTION 3. The City Clerk is hereby authorized and directed to post a true copy of the foregoing ordinance in each of three (3) conspicuous locations in the City and she shall immediately after such posting enter in the ordinance book, under the record of the ordinance, a certificate under her hand stating the time and place of such publication by posting.

PASSED AND ADOPTED by the Council of the City of Roseville, this day of , 2026, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR
ATTEST:

City Clerk

REQUEST FOR BUDGET ADJUSTMENT
Updated 11/19/2025
Please complete the cells highlighted in yellow.

REQUESTER NAME & TITLE: FISCAL YEAR:

PREPARER NAME & TITLE: ORDINANCE:

DEPARTMENT/DIVISION:

EXPENDITURES/EXPENSES/TRANSFERS OUT
ACCOUNT STRING BUDGET ($)
Fund Account Center Project Adjustment DESCRIPTION
3131 6587 84001 500646 110,000 Establish Capital Outlay budget for Maidu Community Center Storage project 500646
3131 6545 58280 0 (110,000)
Decrease Capital Outlay budget in the Maidu
Community Center cost center and reallocate budget to
project 500646

EXPENDITURES/EXPENSES/TRANSFERS OUT TOTAL -

REVENUES/TRANSFERS IN
ACCOUNT STRING BUDGET ($)
Fund Account Center Project Adjustment DESCRIPTION

REVENUES/TRANSFERS IN TOTAL -

NET ADJUSTMENT -

FUND BALANCE
ACCOUNT STRING BUDGET ($)
Fund Account Center Project Adjustment DESCRIPTION
3601 00000 000000
3601 00000 000000
3601 00000 000000
3601 00000 000000
3601 00000 000000
3601 00000 000000

FUND BALANCE TOTAL -
Justification for Budget Adjustment:

The Parks, Recreation & Libraries Department (PRL) recommends that Council authorize the establishment of a new Capital Improvement Project - Maidu Community Center Storage (the "Project"), and adopt an ordinance to approve a budget adjustment appropriating $110,000 for the design, permitting, and construction of new storage space at the Maidu Community Center.

The requested budget adjustment will reduce the FY 2025-26 operating budget for the Maidu Community Center (58280) within the Parks and Recreation Fee Funded Projects Fund (3131) and reallocate those funds to the Project. The additional storage space will help meet increased demand for storing tables and chairs used for community center room rentals.

Rob Nakamura, Recreation Superintendent 2025-26
Lisa Saunders, Management Analyst
Parks, Recreation & Libraries

Notice of Exemption
To: Placer County Clerk From: City of Roseville
Recorder’s Office Development Services Dept.
2954 Richardson Drive 311 Vernon Street
Auburn, CA 95603 Roseville, CA 95678
Project Title: Maidu Community Center Storage Project
Project Location(s): 1550 Maidu Drive (APN 469-020-004), Roseville CA 95661 Project Description: The Parks, Recreation and Libraries Department proposes to construct a new storage space at the Maidu Community Center. The new storage space would be approximately 300 square feet in size and would be built atop the existing building pad and beneath the existing roof overhang. The storage space would be used to store various equipment used at the Community Center. The project would also provide space for an adjacent ADA accessible walkway. The storage space would be an accessory use to the existing Maidu Community Center.

Public Agency Approving Project: Roseville City Council Agency/Individual Carrying Out Project: City of Roseville Parks, Recreation and Libraries Department
Reason why this Project is Exempt: This project qualifies for a Class 11 Exemption as described in Section 15311 of the California Environmental Quality Act (CEQA) guidelines which states:
“Class 11 involves the construction or placement of….minor structures accessory to (or appurtenant to) existing commercial, industrial, or institutional facilities…” The project is an accessory use to the Maidu Community Center and would be located atop the existing building pad and beneath the existing roof overhang. It would allow for storage of equipment and materials used for existing activities at the community center; therefore the Class 11 Exemption is applicable to the proposed project.

Lead Agency Contact Person: Rob Nakamura, Parks, Recreation and Libraries Department, 316 Vernon Street, Roseville, CA 95678. (916) 774-5135.

Signature: Date: 2/18/2026
Jessica Lynch, Environmental Coordinator
City of Roseville

City Council
Communication
Meeting Date: 3/18/2026
Item #: VI.10
File #: 0203-06
Item ID: 2026-161
Title: Email Security System - Contract Purchase Agreement Amendment Contact: Cesar Gamez 916-774-5408 [email protected]

SUMMARY
Staff recommends approval of an amendment to the existing contract purchase agreement with Six Degrees Inc. dba Six Degrees Consulting to provide Check Point advanced email and collaboration security subscription and premium support. The contract amendment will increase the cost of the contract by $4,568.74, to a total of $79,506.08, to add Domain-based Message Authentication, Reporting, and Conformance management functionality. Funding is included in the Information Technology's FY2025-26 Operations Fund budget.

RECOMMENDATION
Staff recommends that the City Council adopt a resolution to approve Contract Purchase Agreement Amendment #1 (3004459) with Six Degrees Inc. dba Six Degrees Consulting, and authorize the City Manager to execute it on behalf of the City of Roseville.

BACKGROUND
In 2025, the Information Technology department made changes to the City's email systems to comply with new Payment Card Industry (PCI) requirements. As part of these requirements, the City is required to implement and maintain policies for Domain-based Message Authentication, Reporting, and Conformance (DMARC). DMARC is a component of standard email security policies that helps organizations reduce risks of criminals impersonating the City's email domain for malicious purposes. The DMARC management add-on subscription to the email security system will provide added functionality for staff to efficiently manage the DMARC policies. The original contract purchase agreement was approved on March 18, 2025, below the $75,000 threshold that required City Council approval.

FISCAL IMPACT
The total cost of the amended contract is $79,506.08, with the Domain-based Message Authentication, Reporting, and Conformance (DMARC) management add-on costing $4,568.74, which is included in the FY2025-26 Information Technology Operations Fund budget.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment, or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. The Domain-based Message Authentication, Reporting, and Conformance (DMARC) management add-on to Email Security system meets the above criteria and is not subject to CEQA. No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

4. Invest in well-planned infrastructure and growth
Respectfully Submitted,
Cesar Gamez, Information Security Administrator
Hong Sae, Chief Information Officer
ATTACHMENTS:

1. Resolution 26-058

2. Contract Purchase Agreement - Amendment 1
REVIEWERS:

Cesar Gamez, Information Technology Department - Infrastructure Solutions Created/Initiated - 2/25/2026 Matthew Sweet, Information Technology Department Approved - 2/25/2026 Hong Sae, Information Technology Department Approved - 2/25/2026 Kelly Aye, City Attorney Department Approved - 2/27/2026 Katrina Six, City Clerk Department Approved - 3/3/2026
Ryan DeVore, City Manager Department - Assistant City Manager Approved - 3/3/2026 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 3/4/2026 Michelle Sheidenberger, City Attorney Department Approved - 3/5/2026 Dominick Casey, City Manager Department - City Manager Approved - 3/9/2026 Katrina Six, City Clerk Department Final Approval - 3/9/2026

RESOLUTION NO. 26-058
APPROVING CONTRACT PURCHASE AGREEMENT AMENDMENT #1, BY AND BETWEEN THE CITY OF ROSEVILLE AND SIX DEGREES INC. DBA SIX DEGREES

CONSULTING, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT

ON BEHALF OF THE CITY OF ROSEVILLE
WHEREAS, Contract Purchase Agreement Amendment #1 (3004459) for the addition of the Domain-based Message Authentication, Reporting and Conformance Management subscription and premium support, by and between the City of Roseville and Six Degrees Inc. dba Six Degrees Consulting, has been reviewed by the City Council; and NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said amendment is hereby approved and the City Manager is authorized to execute it on behalf of the City of Roseville.

PASSED AND ADOPTED by the Council of the City of Roseville this ___ day of ______________, 20 , by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:
______________________________
MAYOR
ATTEST:
________________________
City Clerk

Contract Purchase Agreement 3004459
Supplier Details:

Company Six Degrees Inc dba Six Degrees Consulting
Contact Molly Rouch
Address 805 Greenwood St
Evanston, Illinois 60201
Submit your response to:

Company City of Roseville
Contact Erica Kaminski
Address Purchasing Division
311 Vernon St
Roseville, CA 95678
Phone (916) 746-1108
Fax (916) 746-1115
E-mail [email protected]
This Contract Purchase Agreement is sent for your review and acceptance. Notify the Buyer via email of any needed changes to the company name, address, and contact information. The Buyer will update the agreement prior to you signing the document.

Return signed copies of the agreement to the Buyer noted on the agreement. Alterations or modifications to the agreement are not allowed. Upon receipt of all necessary documents, the City will sign the agreement and return a fully executed copy to you. Receipt of the signed copy will be your notice to proceed with the work in accordance with the terms and conditions of the agreement. Work must not begin until the contract has been fully executed.

The following guidelines must be followed for the signature block on the agreement:

Sole proprietorship - By owner
Partnership - Any general partner
Corporation - Two options:
(1) A signature from the President and the corporate seal; OR (2) One signature from the Chairman of the Board, President, or any Vice President AND one signature from the Secretary, any Assistant Secretary, Chief Financial Officer, or any Treasurer or Assistant Treasurer of the corporation
*General Manager, Office Manager and/or Sales Manager are not corporate officer titles. The agreement will be rejected if not signed in accordance with these guidelines.

Insurance requirements:

The City's insurance requirements are referenced on Attachment A of the agreement. By signing the agreement, you are confirming that your company has the minimum insurance limits required. 1 Docusign Envelope ID: 90C07022-A758-42C9-8B5B-423ACB47F2B5

Contract Purchase Agreement 3004459
Agreement 3004459
Agreement Date 18-MAR-2025
Change Order 3
Change Order Date 20-FEB-2026
Revision 1
Agreement Amount 79,506.08 USD
Invoice To City of Roseville
Accounts Payable
311 Vernon St
ROSEVILLE CA 95678
Supplier Six Degrees Inc dba Six Degrees Consulting
805 Greenwood St
Evanston, Illinois 60201
Phone:

Fax:

Email:
(916) 774-5488
(916) 784-3796
[email protected]
Phone:

Fax:

Email:
(503) 289-7255
()
[email protected]
Description of
Labor,
equipment
and/or materials
AMENDMENT #1
CONTRACT PURCHASE AGREEMENT 3004459, WHICH WAS EXECUTED ON 3/18/25, IS HEREBY MODIFIED AS FOLLOWS:

THE TOTAL COST OF SERVICE PAYABLE UNDER THIS AGREEMENT IS MODIFIED FROM $74,937.34 TO $79,506.08. THE PURPOSE OF THIS MODIFICATION IS FOR

THE ADDITION OF THE DMARC MANAGEMENT SUBSCRIPTION AND PREMIUM

SUPPORT IN ACCORDANCE WITH THE ATTACHED SIX DEGREES INC DBA SIX DEGREES CONSULTING QUOTATION CPQ9772935-V02 DATED 2/17/26.

PLEASE CONTACT CESAR GAMEZ IN THE INFORMATION TECHNOLOGY DEPARTMENT AT (916) 774-5408 OR [email protected] FOR ANY QUESTIONS REGARDING THIS AGREEMENT.
*ALL OTHER PROVISIONS OF THE AGREEMENT SHALL REMAIN UNCHANGED AND IN FULL FORCE AND EFFECT.

Customer # Supplier # Payment Terms Freight Terms FOB Shipping Method 15657 Net 30 Freight on Board at the destination Destination Best Method Start Date End Date Confirm To
31-May-2025 31-Jul-2026 Erica Kaminski Phone 1-916-746-1108 Attention: Total Cost not to exceed the agreement amount without prior approval of the Purchasing office. 2 Docusign Envelope ID: 90C07022-A758-42C9-8B5B-423ACB47F2B5

Contract Purchase Agreement 3004459
Supplier
Signature:______________________________________________ Print Name:_____________________________________________ Title:__________________________________________________ Date: __________________________________________________ Supplier
Signature:______________________________________________ Print Name:_____________________________________________ Title:__________________________________________________ Date: __________________________________________________ City of Roseville, A Municipal Corporation
Signature:______________________________________________ Print Name: Dominick Casey
Title: City Manager
Date:__________________________________________________ 3 Docusign Envelope ID: 90C07022-A758-42C9-8B5B-423ACB47F2B5 President
CFO
2/23/2026
Molly Rouch
2/23/2026
Patrick Hughes










!"#$%$$

&'()*+,-./,*-.+01-.+,22)*3456.+/276,8'/*+*36/9.+/,6*+:;34*:206+ &2:4*+:2,*&<::6.=:>/,6*+:[email protected]+2

ABC DBEFG H

IEJC KLM#$%$$#NGOB EG NCO!EPBQRGS!RRTBFUVBKTW!OBI FB PXYX$$ZUI[ B\C F!E\RCEKW!GER!E BRGERBWG]TRR!CEC\\ BRR!GE!E^_ C!EB`aLBUI!R"GKCWBFCW LWWRHbbQQQ`\GO`KC`\GObQXKGEWBEWbT"GCFRb$%$$b%cbc`M`$$X]TRR!CX^_ C!EBXUVBKTW!OBX I FB `Fd`

aLBUIF! BKWRC""C\BEK!BRCEFFBC WSBEWRWLCWC BRTefBKWWGWLBNGOB EG gRCTWLG !Wh WGWC_BKB WC!E!SSBF!CWBRWBR#!EK"TF!E\EGW!dh!E\C""KGEW CKWG RCEF\ CEWBBRGdWLB! Ge"!\CW!GERWGKGS"hQ!WLBV!RW!E\BKGEGS!KRCEKW!GER!SGRBFehWLB^`i`\GOB ESBEW!E BRGERBWG]TRR!CjRCKW!GER!E^_ C!EB#CRQB""CRCEhRCEKW!GER!SGRBFTEFB RWCWB "CQ`

aL!RKG BRGEFBEKBRB OBRCRCEGW!KBTEFB WLBUIWLCWCRCKGEW CKWG G \ CEWBB# KGS"!CEKBQ!WLWLBBKGEGS!KRCEKW!GER!SGRBF!E BRGERBWG]TRR!CgRCKW!GER!E ^_ C!EB!R BkT! BF#!EK"TF!E\Q!WL BRBKWWG#eTWEGW"!S!WBFWG#WLBdBFB C"BVBKTW!OB G FB R!FBEW!d!BF!EWLBUICEFWLBRCEKW!GER!FBEW!d!BFGEWLB^`i`ABC WSBEWGdWLB a BCRT hQBeR!WBZLWWRHbbLGSB`W BCRT h`\GObG"!KhX!RRTBRbd!ECEK!C"XRCEKW!GERbRCEKW!GERX G\ CSRXCEFXKGTEW hX!EdG SCW!GEbT_ C!EBX TRR!CX B"CWBFXRCEKW!GER[`lC!"T BWGKGS"h SCh BRT"W!EWLBWB S!ECW!GEGdKGEW CKWRG \ CEWR#CRC"!KCe"B`

m"BCRBEGWBWLCWdG CEhC\ BBSBEWRG \ CEWROC"TBFCWnoS!""!GEG SG BhGTSTRW BG WWGWLBp!WhGd]GRBO!""BhGT KGS"!CEKBQ!WLBKGEGS!KRCEKW!GER!EK"TF!E\RWBR hGTLCOBWC_BE!E BRGERBWG]TRR!CjRCKW!GER!E^_ C!EB#!EK"TF!E\#eTWEGW"!S!WBFWG# FBR!RW!E\d GSSC_!E\EBQ!EOBRWSBEWR!E#G BE\C\!E\!Ed!ECEK!C"W CERCKW!GERQ!WL# ]TRR!CEBEW!W!BR#EGWW CERdB !E\WBKLEG"G\hWG]TRR!CG ]TRR!CEBEW!W!BR#CEFF! BKW"h GO!F!E\RTG WWGWLB\GOB ESBEWCEFBG"BGd^_ C!EB`

i!EKB B"h#

Mb$ob$%$$

iLCEEGEq!BRW
p!WhGd]GRBO!""B
mT KLCR!E\CEFqC BLGTRBJCEC\B
Docusign Envelope ID: 90C07022-A758-42C9-8B5B-423ACB47F2B5

QUOTE PREPARED FOR: City of Roseville
805 Greenwood Street
Evanston, IL 60201
Tel: 503.289.7255
Sales Representative: Juanita Lourens Prepared on: 2/17/2026 [email protected]
Mobile: 586.489.0135
Attn: Cesar Gamez
[email protected] Quotation #: CPQ9772935-V02 Mobile: 619.339.6019
Quote Valid for 60 Days. Terms: NET 30 (subject to approval) Item Qty Part Number Description Price Extended Price
1 1750 CP-HAR-EC-DMARC-T2-M DMARC Management for UC 8548497 and period ending 7/31/2026 $2.44 $4,270.00 2 1 CPES-SS-Premium Enterprise SW Subscription and Premium Support for for UC 8548497 and period ending 7/31/2026 $298.74 $298.74 Total $4,568.74
Grand Total $4,568.74
www.sixdegreesconsulting.com
Security Consultant: Randall Voorheis
Docusign Envelope ID: 90C07022-A758-42C9-8B5B-423ACB47F2B5

City Council
Communication
Meeting Date: 3/18/2026
Item #: VI.11
File #: 0800-03
Item ID: 2026-167
Title: Firm and Non-Firm Point-to-Point Transmission, and for Resale, Reassignment or Transfer of Point-To-Point Transmission - Transmission Service Agreements Contact: Petra Wallace 916-774-5510 [email protected]

SUMMARY
Staff recommends approval of three Transmission Service Agreements with Puget Sound Energy Inc. to maintain the electric utility's power transmission capacity. These agreements will continue to allow Roseville Electric to purchase physical capacity for the transmission of electric power. There is no fiscal impact associated with the execution of the Transmission Service Agreements as they are enabling agreements.

RECOMMENDATION
Staff recommends that the City Council adopt a resolution to authorize the City Manager to execute three Transmission Service Agreements with Puget Sound Energy Inc.:
• Firm Point-To-Point Transmission Service Agreement
• Non-Firm Point-To-Point Transmission Service Agreement • Resale, Reassignment or Transfer of Point-To-Point Transmission Service Agreement.

BACKGROUND
Roseville Electric Utility purchases energy from various markets defined in the Electric Risk Policies. On February 1, 2017, City Council approved three new trading locations in the Pacific Northwest. In order to continue to procure energy from the Pacific Northwest, Roseville purchases transmission from various transmission owners.

Transmission is transacted as either Firm, or Non-Firm, which defines the level of priority of the energy delivered under the transmission in the event of contingencies that reduce transmission capacity. The following enabling agreements will allow Roseville to continue to transact this transmission with Puget Sound Energy Inc.:
• Short-Term Firm Point-To-Point Transmission Service provides the highest quality (priority) service offered to customers with no planned interruptions • Non-Firm Point-To-Point Transmission Service is reserved on an as-needed basis and it is subject to interruption
• Resale, Reassignment or Transfer of Point-To-Point Transmission Service Agreement to resell any firm transmission to another entity in case Roseville does not need it These agreements are standard forms and are renewals of the existing agreements with Puget Sound Energy that expire on June 1, 2026. These agreements are similar to Roseville’s existing transmission

agreements with Western Area Power Administration, the Transmission Agency of Northern California, the Sacramento Municipal Utility District, and PacifiCorp. Executing these agreements will provide the ability to purchase transmission from Puget Sound Energy Inc. to transfer energy from the Pacific Northwest markets.

FISCAL IMPACT
There is no fiscal impact associated with the execution of the Transmission Service Agreements with Puget Sound Energy Inc. as they are only enabling agreements.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment, or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378.

Executing these three Transmission Service Agreements is not considered a “project” as defined by CEQA and consequently no CEQA action is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

2. Remain fiscally responsible in a changing world
Respectfully Submitted,
Petra Wallace, Power Supply and Portfolio Administrator Daniel Beans, Electric Utility Director
ATTACHMENTS:

1. Resolution 26-060

2. Transmission Service Agreements
REVIEWERS:

Eric Rivera, Electric Department - Resource Planning & Generation Created/Initiated - 2/24/2026 William Forsythe, Electric Department - All Approved - 2/24/2026 Shawn Matchim, Electric Department - All Approved - 3/3/2026 Daniel Beans, Electric Department - All Approved - 3/3/2026 Kelly Aye, City Attorney Department Approved - 3/3/2026 Katrina Six, City Clerk Department Approved - 3/4/2026
Ryan DeVore, City Manager Department - Assistant City Manager Approved - 3/4/2026 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 3/5/2026 Michelle Sheidenberger, City Attorney Department Approved - 3/5/2026 Dominick Casey, City Manager Department - City Manager Approved - 3/9/2026 Katrina Six, City Clerk Department Final Approval - 3/9/2026

RESOLUTION NO. 26-060

APPROVING SERVICE AGREEMENTS, BY AND BETWEEN PUGET SOUND ENERGY, INC. AND THE CITY OF ROSEVILLE, AND AUTHORIZING THE CITY MANAGER TO

EXECUTE THEM ON BEHALF OF THE CITY OF ROSEVILLE

WHEREAS, Roseville Electric Utility purchases energy from various markets defined in the Electric Risk Policies; and
WHEREAS, in order to continue to procure energy from the Pacific Northwest, enabling agreements are required to allow Roseville to continue to transact this transmission with Puget Sound Energy, Inc.; and
WHEREAS, a Form of Service Agreement For Firm Point-To-Point Transmission Service, a Form of Service Agreement for the Resale, Reassignment or Transfer of Point-ToPoint Transmission Service, and a Form of Service Agreement for Non-Firm Point-To-Point Transmission Service, by and between Puget Sound Energy, Inc. and the City of Roseville, have been reviewed by the City Council; and
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said agreements are hereby approved and that the City Manager is authorized to execute them on behalf of the City of Roseville.

PASSED AND ADOPTED by the Council of the City of Roseville this ___ day of ______________, 2026, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:
______________________________
MAYOR
ATTEST:
________________________
City Clerk

Puget Sound Energy, Inc.

Issued by: Stephanie Imamovic, Manager Effective Date: June 1, 2026 Transmission Services & Contracts
Issued on: July 31, 2026
PUGET SOUND ENERGY, INC.

ORIGINAL SERVICE AGREEMENT NO. 5010-1
Docusign Envelope ID: 73A39CDE-9290-4C3F-8E7D-E67862614F82

Puget Sound Energy, Inc.

Issued by: Stephanie Imamovic, Manager Effective Date: June 1, 2026 Transmission Services & Contracts
Issued on: July 31, 2026

ATTACHMENT A
Form of Service Agreement for
Firm Point-To-Point Transmission Service

1.0 This Service Agreement, dated as of June 1, 2026, is entered into, by and between Puget Sound Energy, Inc. (the Transmission Provider), and City of Roseville (“Transmission Customer”).

2.0 The Transmission Customer has been determined by the Transmission Provider to have a Completed Application for Firm Point-To-Point Transmission Service under the Tariff.

3.0 The Transmission Customer has provided to the Transmission Provider an Application deposit in accordance with the provisions of Section 17.3 of the Tariff.

4.0 Transmission Customers requesting Short-Term Firm Point-to-Point Transmission Service shall consider this agreement as a blanket authorizing agreement for such service. Requests for specific Short-Term Firm Point-to-Point Transmission Service transactions must be submitted on the Transmission Provider’s OASIS.

5.0 Transmission Customers requesting Long-Term Firm Point-to-Point Transmission Service shall complete the Specifications sheet attached hereto.

6.0 Service under this agreement shall commence on the later of (1) the requested service commencement date, or (2) the date on which construction of any Direct Assignment Facilities and/or Network Upgrades are completed, or (3) such other date as it is permitted to become effective by the Commission. With respect to requests for blanket authorization for Short-Term Firm Point-to-Point Transmission Service, the term of this agreement shall be three (3) years from the date referenced in Section 1.0, at which time Transmission Customer must provide notice to Transmission Provider that Transmission Customer would like to renew this agreement for an additional three (3) year term. With respect to Long-Term Firm Point-to-Point Transmission Service, the term of this agreement shall be mutually agreed to between the parties and included in the Specifications sheet attached hereto. Notwithstanding the foregoing, service under this agreement may be terminated on such other date as mutually agreed upon by the parties.

7.0 The Transmission Provider agrees to provide and the Transmission Customer agrees to take and pay for Firm Point-To-Point Transmission Service in accordance with the provisions of Part II of the Tariff and this Service Agreement.

Docusign Envelope ID: 73A39CDE-9290-4C3F-8E7D-E67862614F82

Puget Sound Energy, Inc.

Issued by: Stephanie Imamovic, Manager Effective Date: June 1, 2026 Transmission Services & Contracts
Issued on: July 31, 2026

8.0 Any notice or request made to or by either Party regarding this Service Agreement shall be made to the representative of the other Party as indicated below.

Transmission Provider:

Puget Sound Energy, Inc.
355 – 110th Avenue NE, EST-06W
Bellevue, WA 98004
Attn: Manager, Transmission Services & Contracts
Transmission Customer:

City of Roseville
116 S Grant St
Roseville, CA 95678
Attn: Petra Wallace

9.0 The Tariff is incorporated herein and made a part hereof, including, without limitation, the specific Point-to-Point Transmission Service Products offered by Transmission Provider and identified in Attachment N.

10.0 Other provisions:

Term of Agreements: Three (3) years
Start Date: June 1, 2026
Termination Date: June 1, 2029
IN WITNESS WHEREOF, the Parties have caused this Service Agreement to be executed by their respective authorized officials.

Transmission Provider: Puget Sound Energy, Inc.

By: ______________________________________________________________ Name: ____________________________________________________________ Title: _____________________________________________________________ Date: _____________________________________________________________ Transmission Customer: City of Roseville
By: ______________________________________________________________ Name: ____________________________________________________________ Title: _____________________________________________________________ Date: _____________________________________________________________ Docusign Envelope ID: 73A39CDE-9290-4C3F-8E7D-E67862614F82 Manager Transmission Services and Contracts
Stephanie Imamovic
02/17/2026

Puget Sound Energy, Inc.

Issued by: Stephanie Imamovic, Manager Effective Date: June 1, 2026 Transmission Services & Contracts
Issued on: July 31, 2026
ATTACHMENT A-1
Form of Service Agreement for the Resale, Reassignment or Transfer of Point-To-Point Transmission Service

1.0 This Service Agreement, dated as of June 1, 2026 is entered into, by and between Puget Sound Energy, Inc. (the Transmission Provider), and City of Roseville (the Assignee).

2.0 The Assignee has been determined by the Transmission Provider to be an Eligible Customer under the Tariff pursuant to which the transmission service rights to be transferred were originally obtained. Assignees requesting Short-Term Firm Point-to-Point Transmission Service shall consider this agreement as a blanket authorizing agreement for such service. Requests for specific Short-Term Firm Point-to-Point Transmission Service transactions must be submitted on the Transmission Provider’s OASIS. Each Assignee shall complete the Specifications sheet attached hereto.

3.0 The terms and conditions for the transaction entered into under this Service Agreement shall be subject to the terms and conditions of Part II of the Transmission Provider’s Tariff, except for those terms and conditions negotiated by the Reseller of the reassigned transfer capability (pursuant to Section 23.1 of this Tariff) and the Assignee to include: contract effective and termination dates, the amount of reassigned capacity or energy, point(s) of receipt and delivery.

Changes by the Assignee to the Reseller’s Points of Receipt and Points of Delivery will be subject to the provisions of Section 23.2 of this Tariff.

4.0 The Transmission Provider shall credit the Reseller for the price reflected in the Assignee’s Service Agreement or the associated OASIS schedule.

5.0 With respect to requests for blanket authorization for Short-Term Firm Point-toPoint Transmission Service, the term of this agreement shall be three (3) years from the date referenced in Section 1.0, at which time Assignee must provide notice to Transmission Provider that Assignee would like to renew this agreement for an additional three (3) year term. With respect to other Firm Point-to-Point Transmission Service, the term of this agreement shall be mutually agreed to between the parties and included in the Specifications sheet attached hereto.

6.0 Any notice or request made to or by either Party regarding this Service Agreement shall be made to the representative of the other Party as indicated below.

Transmission Provider:

Puget Sound Energy, Inc.
355 – 110th Avenue NE, EST-06W
Bellevue, WA 98004
Attn: Manager, Transmission Services & Contracts
Docusign Envelope ID: 73A39CDE-9290-4C3F-8E7D-E67862614F82

Puget Sound Energy, Inc.

Issued by: Stephanie Imamovic, Manager Effective Date: June 1, 2026 Transmission Services & Contracts
Issued on: July 31, 2026
Assignee:

City of Roseville
116 S Grant St
Roseville, CA 95678
Attn: Petra Wallace

7.0 The Tariff is incorporated herein and made a part hereof, including, without limitation, the specific Point-to-Point Transmission Service Products offered by Transmission Provider and identified in Attachment N.

IN WITNESS WHEREOF, the Parties have caused this Service Agreement to be executed by their respective authorized officials.

Transmission Provider: Puget Sound Energy, Inc.

By: ______________________________________________________________ Name: Stephanie Imamovic___________________________________________ Title: Manager, Transmission Services & Contracts ________________________ Date: _____________________________________________________________ Assignee: City of Roseville
By: ______________________________________________________________ Name: ____________________________________________________________ Title: _____________________________________________________________ Date: _____________________________________________________________ Docusign Envelope ID: 73A39CDE-9290-4C3F-8E7D-E67862614F82 02/17/2026

Puget Sound Energy, Inc.

Issued by: Stephanie Imamovic, Manager Effective Date: June 1, 2026 Transmission Services & Contracts
Issued on: July 31, 2026
Specifications for the Resale, Reassignment or Transfer of Long-Term Firm Point-To-Point Transmission Service

1.0 Term of Transaction: ________________________________________ Start Date: ________________________________________________ Termination Date: __________________________________________

2.0 Description of capacity and energy to be transmitted by Transmission Provider including the electric Control Area in which the transaction originates. __________________________________________________________

3.0 Point(s) of Receipt:__________________________________________ Delivering Party:____________________________________________

4.0 Point(s) of Delivery:_________________________________________ Receiving Party:____________________________________________

5.0 Maximum amount of reassigned capacity: _______________________

6.0 Designation of party(ies) subject to reciprocal service obligation:_________________________________________________________ __________________________________________________________________

7.0 Name(s) of any Intervening Systems providing transmission service:
__________________________________________________________________ __________________________________________________________________

8.0 Service under this Agreement may be subject to some combination of the charges detailed below. (The appropriate charges for individual transactions will be determined in accordance with the terms and conditions of the Tariff.)

8.1 Transmission Charge: ________________________________ __________________________________________________

8.2 System Impact and/or Facilities Study Charge(s):
__________________________________________________
__________________________________________________

8.3 Direct Assignment Facilities Charge: ____________________ __________________________________________________

8.4 Ancillary Services Charges: ___________________________ __________________________________________________
__________________________________________________

9.0 Name of Reseller of the reassigned transfer capability:
__________________________________________________
Docusign Envelope ID: 73A39CDE-9290-4C3F-8E7D-E67862614F82

Puget Sound Energy, Inc.

Issued by: Stephanie Imamovic, Manager Effective Date: June 1, 2026 Transmission Services & Contracts
Issued on: July 31, 2026

PUGET SOUND ENERGY, INC.

ORIGINAL SERVICE AGREEMENT NO. 5011-1
Docusign Envelope ID: 73A39CDE-9290-4C3F-8E7D-E67862614F82

Puget Sound Energy, Inc.

Issued by: Stephanie Imamovic, Manager Effective Date: June 1, 2026 Transmission Services & Contracts
Issued on: July 31, 2026

ATTACHMENT B
Form of Service Agreement for
Non-Firm Point-To-Point Transmission Service

1.0 This Service Agreement, dated as of June 1, 2026, is entered into, by and between Puget Sound Energy, Inc. (the Transmission Provider), and City of Roseville (Transmission Customer).

2.0 The Transmission Customer has been determined by the Transmission Provider to be a Transmission Customer under Part II of the Tariff and has filed a Completed Application for Non-Firm Point-To-Point Transmission Service in accordance with Section 18.2 of the Tariff.

3.0 Service under this Agreement shall be provided by the Transmission Provider upon request by an authorized representative of the Transmission Customer.

4.0 The Transmission Customer agrees to supply information the Transmission Provider deems reasonably necessary in accordance with Good Utility Practice in order for it to provide the requested service.

5.0 Transmission Customers requesting Non-Firm Point-to-Point Transmission Service shall consider this agreement as a blanket authorizing agreement for such service. Requests for specific Non-Firm Point-to-Point Transmission Service transactions must be submitted on the Transmission Provider’s OASIS.

6.0 The term of this agreement shall be three (3) years from the date referenced in Section 1.0, at which time Transmission Customer must provide notice to Transmission Provider that Transmission Customer would like to renew this agreement for an additional three (3) year term.

7.0 The Transmission Provider agrees to provide and the Transmission Customer agrees to take and pay for Non-Firm Point-To-Point Transmission Service in accordance with the provisions of Part II of the Tariff and this Service Agreement.

Docusign Envelope ID: 73A39CDE-9290-4C3F-8E7D-E67862614F82

Puget Sound Energy, Inc.

Issued by: Stephanie Imamovic, Manager Effective Date: June 1, 2026 Transmission Services & Contracts
Issued on: July 31, 2026

8.0 Any notice or request made to or by either Party regarding this Service Agreement shall be made to the representative of the other Party as indicated below.

Transmission Provider:

Puget Sound Energy, Inc.
355 – 110th Avenue NE, EST-06W
Bellevue, WA 98004
Attn: Manager, Transmission Services & Contracts
Transmission Customer:

City of Roseville
116 S Grant St
Roseville, CA 95678
Attn: Petra Wallace

9.0 The Tariff is incorporated herein and made a part hereof, including, without limitation, the specific Point-to-Point Transmission Service Products offered by Transmission Provider and identified in Attachment N.

10.0 Other Provisions:

Term of Agreements: Three (3) years
Start Date: June 1, 2026
Termination Date: June 1, 2029
IN WITNESS WHEREOF, the Parties have caused this Service Agreement to be executed by their respective authorized officials.

Transmission Provider: Puget Sound Energy, Inc.

By: ______________________________________________________________ Name: Stephanie Imamovic___________________________________________ Title: Manager, Transmission Services & Contracts________________________ Date: _____________________________________________________________ Transmission Customer: City of Roseville
By: ______________________________________________________________ Name: ____________________________________________________________ Title: _____________________________________________________________ Date: _____________________________________________________________ Docusign Envelope ID: 73A39CDE-9290-4C3F-8E7D-E67862614F82 02/17/2026

City Council
Communication
Meeting Date: 3/18/2026
Item #: VI.12
File #: 0800-03
Item ID: 2026-181
Title: Main Gas Supplier - Agreement Confirmation
Contact: Petra Wallace 916-774-5510 [email protected]

SUMMARY
Staff recommends approval of a three-year main gas supplier agreement with ConocoPhillips Company to provide natural gas balancing services to the City. The agreement supports the Electric Department's operation of its natural gas generating facilities by scheduling the daily natural gas deliveries for planned electricity production. The average annual total cost of the transactions under this agreement is estimated to be over $25 million. Funding is included in the Electric Department's FY2025-26 budget in the Electric Fund.

RECOMMENDATION
Staff recommends that the City Council adopt a resolution authorizing the City Manager to execute a Main Gas Supplier Agreement Confirmation with ConocoPhillips Company (Conoco), effective June 1, 2026 through May 31, 2029.

Staff further requests that the City Manager or his designee be authorized to execute up to two (2) additional one (1) year renewals without further City Council approval, provided that the applicable budget is approved by the City Council each year, or until City staff determines that continuing with the same vendor is not in the City’s best interest.

BACKGROUND
To operate the Roseville Energy Park and Roseville's peaking power plants, the City purchases more than $25 million in natural gas annually. This gas is transported through the Pacific Gas and Electric (PG&E) pipeline system, which imposes operational balancing requirements that can result in significant penalties if scheduled volumes differ from actual daily usage. To mitigate this risk, smaller gas purchasers like the City participate in a supplier pool by executing a Main Gas Supplier Agreement with a large, experienced gas trading company. These companies provide greater operational flexibility, scheduling expertise, market access, and risk protection than the City could achieve independently.

Under the Agreement, the Main Gas Supplier manages transportation and balancing through the PG&E pipeline system for Roseville’s long-term Roseville Natural Gas Financing Authority pre-paid natural gas, physical gas transactions Roseville makes under the Trading Authority Policy, and purchases or sales of daily spot natural gas based on operational needs for the Roseville Energy Park, RPEAK, and the Sunset Energy Center (formerly Roseville Power Plant 2). All transactions will be executed pursuant to Roseville’s Energy Trading Authority Policy.

In December 2025, staff issued a Request for Proposals and received responses from seven qualified firms. Conoco’s proposal received the highest overall ranking based on the City’s evaluation criteria.

The proposed Agreement will be effective on June 1, 2026, and may extend for up to five years, through May 31, 2031, including optional extensions. The Agreement includes a 120-day termination provision.

This Agreement replaces the current Main Gas Supplier Agreement with Shell Energy North America L.P., authorized under City Council Resolution 24-197, which expires on May 31, 2026.

FISCAL IMPACT
The average annual total cost of natural gas managed under this Agreement is estimated to be over $25 million. Funding is included in the Electric Department's FY 2025-26 budget in the Electric Fund. Future funding is contingent on the City Council's approval of the respective annual budgets.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378.

Approval of this amendment meets the above criteria and is not subject to CEQA. No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

2. Remain fiscally responsible in a changing world

6. Deliver exceptional City services
Respectfully Submitted,
Petra Wallace, Power Supply and Portfolio Administrator Daniel Beans, Electric Utility Director
ATTACHMENTS:

1. Resolution 26-061

2. Agreement Confirmation
REVIEWERS:

Petra Wallace, Electric Department - Resource Planning & Generation Created/Initiated - 3/4/2026 William Forsythe, Electric Department - All Approved - 3/5/2026 Shawn Matchim, Electric Department - All Approved - 3/6/2026 Daniel Beans, Electric Department - All Approved - 3/6/2026 Kelly Aye, City Attorney Department Approved - 3/9/2026 Katrina Six, City Clerk Department Approved - 3/9/2026
Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 3/9/2026 Michelle Sheidenberger, City Attorney Department Approved - 3/9/2026 Dominick Casey, City Manager Department - City Manager Approved - 3/9/2026 Katrina Six, City Clerk Department Final Approval - 3/9/2026

RESOLUTION NO. 26-061

APPROVING A MAIN GAS SUPPLIER AGREEMENT CONFIRMATION, BY AND

BETWEEN THE CITY OF ROSEVILLE AND CONOCOPHILLIPS COMPANY, AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF

THE CITY OF ROSEVILLE

WHEREAS, the Main Gas Supplier Agreement Confirmation for the sale and purchase of natural gas, by and between the City of Roseville and ConocoPhillips Company, has been reviewed by the City Council; and
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said Agreement Confirmation is hereby approved and that the City Manager is authorized to execute it on behalf of the City of Roseville.

BE IT FURTHER RESOLVED that the City Manager or his designee is authorized to execute two (2) additional one (1) year renewals without further City Council approval, provided that the applicable budget is approved by the City Council each year, or until City staff determines that continuing with the same vendor is not in the City’s best interest.

PASSED AND ADOPTED by the Council of the City of Roseville this ___ day of ______________, 2026, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:
______________________________
MAYOR
ATTEST:
________________________
City Clerk

Roseville_COP_Draft TC Jun26 - May29_Executable.docx

Date: February 12, 2026
Transaction Confirmation #: 5095847
This Transaction Confirmation between Seller and Buyer, (the “Confirmation”) is governed by the terms and conditions set forth in the 1992 ISDA Master Agreement (including the Schedule thereto, the Credit Support Annex, and the ISDA North American Gas Annex, dated as of November 24, 2009, (collectively, the “Base Contract”) , except as such provisions are expressly modified herein.

If any inconsistency exists between the provisions of the Base Contract and the terms specified in this Confirmation, then this Confirmation will prevail. The terms of this Confirmation will be binding upon execution of this Confirmation by both parties.

SELLER:

ConocoPhillips Company
16930 Park Row Drive (77084)
P.O. Box 2197, Spirit 1-20th Floor
Houston, TX 77252-2197
Attn: Contract Administration - Gas & Power
Phone: (281) 293-3196
Fax: (281) 293-6303
Email: [email protected]
Base Contract No. _____22254______________________
Transporter: _ Pacific Gas and Electric (“PG&E”)
Transporter Contract Number: _______________________
BUYER:

City of Roseville
311 Vernon Street
Roseville, CA 95678
Attn: _Power Supply Manager (or Settlements)_______
Phone: _(916) 774-5658_______
Email: [email protected]______
Base Contract No.

Transporter: __ Pacific Gas and Electric (“PG&E”)
Transporter Contract Number: _______________________
Definitions:

In addition to the terms defined in the Base Contract, the terms set forth below shall have the meaning ascribed to them below. “Contract Index” means the price published by S&P Global Platts Gas Daily for the applicable Gas Day under the headings “Final Daily Price Survey – Platts Locations ($/MMBtu)”, Southwest, PG&E CityGate. “Daily Estimation Deadline” means 6:30 am PPT on the Business Day that Platts Gas Daily collects pricing data to determine the midpoint price for the flow date(s).
“Daily Nominated Quantity” means, for each Day, the forecasted Daily Usage. “Daily Nomination Deadline” means 7:00 am PPT on the Business Day that Platts Gas Daily collects pricing data to determine the midpoint price for the flow date(s).
“Daily Usage” means the Facilities’ actual Gas usage, as metered by Transporter for each Day. “Facilities” means Buyer’s power generation facilities: Roseville Energy Park (Transportation ID: 7080034), Sunset Energy Center (previously known as Roseville Power Plant 2)(Transportation ID: 7090091), and RPEAK (Roseville Peakers)(Transportation ID:
7080034)
“Involuntary Diversion and Local Curtailment” means the mechanisms used by Transporter if deliveries to core customers, as classified by Transporter, are threatened due to supply and/or capacity shortages.

Operational Flow Order (“OFO”), Emergency Flow Order (“EFO”), or Curtailment of Standby Procurement Services (“CSPS”) means the mechanisms used by PG&E to protect the operational integrity of the pipeline by requiring Scheduled Gas and Daily Usage to be within a specified daily tolerance.
“PPT” means standard time or daylight savings time, as applicable to the Pacific Time Zone.

Roseville_COP_Draft TC Jun26 - May29_Executable.docx

Delivery Period: Begin: June 1, 2026 End: May 31, 2029
Thereafter, the Delivery Period may be extended for up to two (2) successive one (1) year terms upon mutual written agreement of Seller and Buyer no later than six (6) Months prior to the expiration of the then current Delivery Period.

Either Buyer or Seller may terminate at any time, if at least six (6) Months’ written notice is provided to the other party, with such termination being effective as of the last day of the Month of the applicable Delivery Period.

Performance Obligation and Contract Quantity: On a Firm basis, Seller agrees to deliver and sell, and Buyer agrees to receive and purchase, one hundred percent (100%) of Buyer’s Gas requirements for the Facilities, as metered by Transporter, less any Gas supply contracted by Buyer outside of this Confirmation (“Buyer Self-Supply”).

Delivery Point(s): PG&E Citygate
Contract Price:

1. Daily Quantity Price: The “Daily Quantity” means, for each Day, the sum of the Buyer Self-Supply minus the Daily Nominated Quantity, each as provided by Buyer by the Daily Nomination Deadline. When the Daily Quantity is negative, Buyer will purchase such quantity from Seller at the Contract Index Midpoint minus $0.01 per MMBtu, and when the Daily Quantity is positive, Buyer will sell such quantity to Seller at the Contract Index Midpoint minus $0.01 per MMBtu; provided that Buyer and Seller may mutually agree upon a fixed price alternative price prior to the Daily Nomination Deadline for next Day or balance of the Month.

The Daily Quantity shall be constant for all flow Days subject to a single Platts Gas Daily Midpoint price.

2. Late/Intraday/Non-Ratable Price: The “Late/Intraday/Non-Ratable Quantity” is that quantity nominated after the Daily Nomination Deadline or that quantity elected that is not constant for all flow Days subject to a single Platts Gas Daily Midpoint price. The Late/Intraday/Non-Ratable Quantity Price will be determined promptly following notification of the Late/Intraday/NonRatable Quantity election.

3. Negotiated Price: Buyer may request Seller to provide a price (which may be (i) index based, (ii) a Fixed Price, or (iii) a fixed basis) for a portion of its estimated consumption for a term equal to or less than the Delivery Period. If Buyer accepts the price quoted by Seller, or the parties agree on any other price, the agreement to such price, and the quantity and term will be confirmed pursuant to the Base Contract, and the performance obligations of the parties thereunder shall be Firm.

4. Daily Imbalance Price: The “Daily Imbalance Quantity” for each Day is the positive or negative sum of the Daily Nominated Quantity for such Day minus the Daily Usage for that same Day. The Daily Imbalance Quantity will be priced, per MMBtu, as follows:
(a) Positive Daily Imbalance Quantity (Daily Nominated Quantity greater than Daily Usage) (i) Each Day, that portion of the positive Daily Imbalance Quantity to be priced at the Contract Index Midpoint minus $0.01 per MMBtu will be the more restrictive of: (1) five (5%) percent of the Daily Usage: or, (2) the percent tolerance specified by Transporter due to a high OFO, if applicable, of the Daily Usage. (ii) Each Day, that portion of the positive Daily Imbalance Quantity that exceeds the applicable tolerance determined in accordance with paragraph 4(a)(i), if any, will be priced at the lower of: (1) the Contract Index Common low for the Day the imbalance was incurred or (2) the next posted Contract Index Common low for the Trade Date following the Day the imbalance was incurred. “Trade Date” will have the meaning as ascribed by Platts Gas Daily.
(b) Negative Daily Imbalance Quantity (Daily Nominated Quantity less than Daily Usage) (i) Each Day, that portion of the negative Daily Imbalance Quantity to be priced at the Contract Index Midpoint will be the more restrictive of: (1) negative five (5%) percent of the Daily Usage: or, (2) the percent tolerance specified by Transporter due to a low OFO, if applicable, of the Daily Usage. (ii) Each Day, that portion of the negative Daily Imbalance Quantity that exceeds the applicable tolerance determined in accordance with paragraph 4(b)(i), if any, will be priced at the higher of: (1) the Contract Index Common high for the Day the imbalance was incurred or (2) the next posted Contract Index Common high for the Trade Date following the Day the imbalance was incurred.

5. Metered Volume Adjustment Price: The “Metered Volume Adjustment” is that quantity which results from Transporter revising the Daily Usage after the eleventh (11th) Business Day following the Month of delivery. The Metered Volume Adjustment quantity is determined by subtracting the revised Daily Usage from the original Daily Usage. Notwithstanding anything in the Base

Roseville_COP_Draft TC Jun26 - May29_Executable.docx

Contract to the contrary, any Metered Volume Adjustment will be subject to Transporter’s time period limitations per Transporter’s Tariff. The Metered Volume Adjustment will be priced, on a MMBtu basis, at NGI’s Bidweek Survey, Spot Gas Prices for PG&E Citygate (avg) under the designation California for the Month following the Month Seller receives notification of the revision to the Daily Usage via Transporter’s transportation invoice(s) and the imbalance statement(s).

Special Conditions:

1. Scheduling, Notifications, and Reporting:
(a) Seller will schedule the Buyer Self-Supply from the Delivery Point to the Facilities on behalf of Buyer. (b) Buyer shall provide Seller, on or before the Daily Estimation Deadline, an estimate of the Daily Nominated Quantity and Buyer Self‑Supply, in MMBtu. Buyer may revise and shall finalize such estimate at any time up to the Daily Nomination Deadline. After the Daily Nomination Deadline, Buyer will notify Seller of any material changes to the Daily Nominated Quantity as soon as practicable via email to [email protected]. (c) Buyer will inform Seller of any operational issues and planned outages that may have a material impact on the Daily Nominated Quantity. Each planned outage will be communicated to Seller no later than seven (7) Business Days prior to the beginning of the Month of such planned outage. Each operational issue will be communicated to Seller as soon as practicable.
(d) If Buyer or Seller receives notice from Transporter of an Involuntary Diversion or Local Curtailment of Gas, then it will immediately communicate such notice to the other party to this Confirmation. Seller shall bear no responsibility for any costs and penalties associated with an Involuntary Diversion or Local Curtailment by Transporter.

2. Balancing and Penalties:
(a) Buyer has appointed Seller to act as Buyer’s “Nominating Marketer” and “Balancing Agent” (each as defined by Transporter) for nominations and balancing of Gas to be delivered to Buyer’s Facility under the terms of this Confirmation. As such, Seller assumes the risk for imbalances and penalties including penalties resulting from an OFO and/or EFO so long as Buyer communicates usage accurately and within the nomination deadline. Should penalties be assessed by Transporter because of Buyer’s failure to provide such timely and/or accurate information, Buyer will fully reimburse Seller for all such penalties. (b) If Transporter invokes an OFO and/or EFO, then Seller shall provide Buyer timely notice of the applicable OFO and/or EFO affecting Buyer’s Facility, and Buyer will provide timely notification to Seller of any nomination changes necessary to comply with the balancing tolerance prescribed by Transporter. Buyer and Seller will document notification of any OFO and/or EFO and corresponding nomination changes via email. Should Seller fail to either provide Gas supply and/or make the nomination changes requested by Buyer, Seller will be responsible for resulting penalties assessed by Transporter. However, if Buyer fails to provide timely notification of changes required or if requested changes result in non-compliance, Buyer will be responsible for resulting penalties assessed by Transporter and reimburse Seller. (c) Seller will waive up to twenty-five thousand dollars ($25,000) of OFO, EFO or CSPS penalties incurred because of the action or inaction of Buyer during each successive twelve-Month (12) period of the Delivery Period.

3. Billing: All Gas sold under this Confirmation will be billed on an as-used basis as metered by Transporter. Seller will invoice Buyer each Month for the Monthly Payment Obligation of the preceding Month. The applicable fee(s) and charge(s) to be paid by Buyer in connection with Buyer’s Facility will be detailed in a support spreadsheet provided by Seller to Buyer each Month.

4. Involuntary Diversion & Local Curtailments: If either Seller or Buyer receives notice from Transporter of an Involuntary Diversion or Local Curtailment that affects Gas deliveries to Buyer’s Facility in accordance with the terms of this Confirmation, then it will immediately notify the other party to this Confirmation of such notice. Seller shall bear no responsibility for any costs associated with an Involuntary Diversion or Local Curtailment.

5. Intrastate Transportation: Seller will deliver the Gas pursuant to Buyer’s gas transportation service agreement with Transporter (the “PG&E Gas Transportation Agreement”). Seller shall not be liable for any curtailments under such PG&E Gas Transportation Agreement. Buyer is responsible for all PG&E Gas Transportation Agreement costs from the Delivery Point to Buyer’s Facility.

6. No Modification of Rights Under Base Contract: This Confirmation does not constitute an amendment, waiver or modification of the Base Contract and neither party waives any rights it may have under the Base Contract, including but not limited to, any rights related to any pricing or balancing disputes, except as expressly provided in the Confirmation.

Roseville_COP_Draft TC Jun26 - May29_Executable.docx

7. Utility User’s Tax: Unless stated otherwise herein, to the extent required and/or permissible, including allowable pre-payment, under the applicable statute, ordinance, or other applicable law, Buyer will directly self-remit to the appropriate taxing authority any Utility User’s Tax (“UUT”) related to the Gas purchase under this Confirmation. It is Buyer’s responsibility to determine if it is required or allowed to self-remit the UUT and to notify Seller of any changes that would prevent Buyer from self-remitting the UUT. If payment of the UUT by Buyer is not permissible, Seller will collect the UUT from Buyer and remit to the appropriate taxing authority. Any late fees or penalties assessed by the taxing authority will be Buyer’s sole responsibility and Buyer will reimburse Seller if Seller incurs any such late fees or penalties unless such late fees and penalties are attributable to Seller, in which case Seller shall be responsible for such late fees and penalties.

At the date of this Confirmation, Buyer does not require Seller to collect and remit UUT.

8. Regulatory Change: If any law or regulation affecting the economic interests of a party to this Confirmation changes so as to substantially change the benefits of this transaction to such party (“Affected Party”), Buyer and Seller shall use commercially reasonable endeavors to negotiate provisions within sixty (60) Days of the effective date of such change in law or regulation so as to restore the original economic value of Buyer’s and Seller’s obligations hereunder. If an agreement cannot be reached between the parties on replacement provisions within such sixty (60) Day period, the Affected Party will have the right to terminate this Confirmation with at least sixty (60) Days’ Notice given within one hundred and twenty (120) Days after the effective date of the change in law or regulation. Upon an early termination due to a regulatory change, the affected transaction will be subject to the liquidation and other applicable provisions of Section 6 of the Base Contract, with the non-Affected Party acting as the Non-Defaulting Party.

ConocoPhillips Company (SELLER)
By:

Name: Jennifer Vaughn
Title: Manager, West
Date: February 12, 2026
City of Roseville (BUYER)
By:

Name:

Title:

Date:

City Council
Communication
Meeting Date: 3/18/2026
Item #: VI.13
File #: 0600-01
Item ID: 2026-178
Title: Staffing Changes
Contact: Macy Dippert 916-774-5215 [email protected]

SUMMARY
Staff recommends approval of the Seasonal/Temporary salary schedule reflecting the retitling of a classification from Soccer Official to Soccer Official I, and the addition of a Soccer Official II and a Soccer Official III classification. Updates to the City allocation schedule reflect the addition of (1) regular full-time Senior Engineer and the deletion of (2) regular full-time Office Assistant I/II positions. These changes are being made as part of an ongoing assessment of the appropriate staffing levels to provide a high level of service to the community. For the remainder of FY2025-26, the financial impact of the recommendations to the General Fund is $8,768. Beyond this fiscal year, the recommended changes have an annual ongoing impact of $32,568 to the General Fund.

RECOMMENDATION
It is recommended that City Council take the following actions:

1. Adopt an ordinance to approve the attached Seasonal/Temporary salary schedule (Appendix B) reflecting the retitle of the Soccer Official classification to Soccer Official I (7005), and the addition of a Soccer Official II (1188) and Soccer Official III (1189) classification, effective March 21, 2026; and

2. Motion to approve the attached city-wide allocation schedule effective March 21, 2026.

BACKGROUND
As part of the Municipal Code, the Human Resources Department maintains the City’s classification plan.

Human Resources staff continually evaluates organizational structure and staffing levels necessary to provide high service levels to the community.

The recommended changes to the salary schedule include the retitling of one (1) classification and the addition of two (2) new classifications. The allocation schedule reflects the addition of one (1) full-time, regular position for a Senior Engineer and the deletion of two (2) full-time, regular Office Assistant I/II positions.

Recommendations:

The proposed recommendations are as follows:

Salary Schedules Changes
Retitle

From To Rate Per Game Bargaining
Unit
Soccer Official (7005) Soccer Official I $40 per Arena Temporary Addition of New Classifications
Grade Codes Classification Name Rate Per Game Bargaining Unit
1188 Soccer Official II $55 per 7v7 Temporary
1189 Soccer Official III $80 per 11v11 Temporary
Position Allocation Changes
Add
Position Position Number Department Bargaining Unit
Senior Engineer PWD627142004 Public Works Management
Delete
Position Position Number Department Bargaining Unit
Office Assistant I/II EUD744957002 Environmental Utilities Local 39 Office Assistant I/II PWD624957001 Public Works Local 39

Changes by Department:

Environmental Utilities
The Environmental Utilities Department is requesting that one (1) vacant Office Assistant I/II position be deleted from the position allocation schedule to offset the cost of a recently added full-time Assistant Engineer position in the December 17, 2025, Staffing Changes Council Communication.

Parks, Recreation and Libraries (PRL)
Staff recommend updating the recently added temporary Soccer Official pay structures that were effective January 21, 2026, to designate separate job/pay codes for each compensation rate for purposes of the payroll and human resources information systems. A tiered soccer official classification is being recommended. The current Soccer Official classification will be retitled to Soccer Official I, Soccer Official II and Soccer Official III. Under the proposed update, Soccer Official I would be compensated $40 per

arena soccer game, Soccer Official II $55 per 7v7 soccer game, and the Soccer Official III $80 per 11v11 soccer game.

Public Works
The Public Works Department is requesting that one (1) full-time regular Senior Engineer position be added to the position allocation schedule. The Public Works Engineering Division staff oversee new infrastructure projects. As the City has grown, so has the workload and need for managing and overseeing the various projects. Adding a second Senior Engineer to the division will equalize the workload and give a more balanced span of control in the Engineering Division. After the recruitment process, the resulting vacant position will be deleted.

Public Works is requesting that one (1) vacant Office Assistant I/II position be deleted from the position allocation schedule after a recent promotional recruitment process with this resulting vacancy being deleted from the position allocation schedule.

FISCAL IMPACT
The estimated total cost of the recommended position adjustments to the General Fund will be $8,768 for the remainder of FY2025-26, all of which can be absorbed by existing appropriations; therefore, no budget adjustment is required at this time.

Beyond this fiscal year, the recommended changes have an annual ongoing impact of $32,568 to the General Fund. The following table provides a summary of costs.

Fund Annual
Ongoing Cost
Impact on
remaining FY
2025-26
General $32,568 $8,768
Grand Total $32,568 $8,768
Parks, Recreation, and Libraries
The requested updating of the temporary Soccer Official pay structure does not result in any additional General Fund costs as the classification hourly rate will be funded within the PR&L approved FY2025-26 temporary salaries budget.

Public Works
From To Current
Salary &
Benefits
Proposed
Salary &
Benefits
Annual
Impact *
Impact on
remaining FY
2025-26
Associate Engineer (PE) Senior Engineer $217,092 $249,659 $32,568 $8,768 Total $32,568 $8,768

*This amount includes the estimated annual pension cost of $2,348.07.

These costs for the remainder of FY2025-26 can be absorbed by existing appropriations of the General Fund.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment, or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. The proposed staffing changes meet the above criteria and are not subject to CEQA. No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

6. Deliver exceptional City services
Respectfully Submitted,
Macy Dippert, Human Resources Manager
Stacey Peterson, Human Resources Director
ATTACHMENTS:

1. Ordinance 7054

2. Seasonal/Temporary Salary Schedule

3. City-wide Allocation Schedule
REVIEWERS:

Evelyn Bowers, Human Resources Department Created/Initiated - 3/3/2026 Stacey Peterson, Human Resources Department Approved - 3/6/2026 Kelly Aye, City Attorney Department Approved - 3/9/2026 Katrina Six, City Clerk Department Approved - 3/9/2026
Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 3/9/2026 Michelle Sheidenberger, City Attorney Department Approved - 3/9/2026 Dominick Casey, City Manager Department - City Manager Approved - 3/9/2026 Katrina Six, City Clerk Department Final Approval - 3/9/2026

ORDINANCE NO. 7054

ORDINANCE OF THE COUNCIL OF THE CITY OF ROSEVILLE AMENDING ORDINANCE NO. 7033, THE SALARY ORDINANCE FOR SEASONAL/TEMPORARY EMPLOYEES, AS AMENDED BY APPENDIX “B” TO BE EFFECTIVE
MARCH 21, 2026, AS AN URGENCY MEASURE
THE CITY OF ROSEVILLE ORDAINS:

SECTION 1. Title and Purpose.

Ordinance No. 7033, the Salary Ordinance for Seasonal/Temporary Employees, is hereby amended as shown on Appendix “B” attached hereto reflecting the retitle and addition of classifications.

AMENDMENT OF CLASSIFICATION
Classification No. Position Title Pay Rate
7005 Soccer Official I $40.00 per Arena Game

ADDITION OF CLASSIFICATIONS
Classification No. Position Title Pay Rate
1188 Soccer Official II $55.00 per 7v7 Game
1189 Soccer Official III $80.00 per 11v11 Game
SECTION 2. Salary Plan Effective Date.

This Ordinance shall be effective March 21, 2026, as an urgency measure.

SECTION 3. Urgency Ordinance.

This ordinance is hereby declared to be an urgency measure, immediately necessary for the public peace, health and safety and shall take effect March 21, 2026. A statement of urgency is as follows:

It is necessary to amend the Salary Ordinance to comply with recently approved changes for the orderly and necessary continuance of operations of the City.

SECTION 4. Posting.

The City Clerk is hereby authorized and directed to post a true copy of the foregoing ordinance in each of three (3) conspicuous locations in the City and she shall immediately after such posting enter in the Ordinance Book under the record of the ordinance a certificate under her hand stating the time and place of said publication by posting.

PASSED AND ADOPTED by the Council of the City of Roseville this ____ day of _________________, 20___, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:
_____________________________
ATTEST: MAYOR
_________________________
City Clerk

TEMP Temporary
City of Roseville
Appendix:B
Effective Date:03/21/2026
Salary Schedule: Temporary--
Grade Code Grade Name Step Name Hourly
CI30 Activity Instructor Step A 0.0000
1158 Adult/Senior Services Driver Step A 22.5000
3747 Aqua Fitness Instructor Step A 51.0000
1100 Aquatics Facilities Maintenance
Worker
Step A 19.5000
Step B 20.5000
Step C 21.5000
Step D 22.5000

TEMP Temporary
City of Roseville
Salary Schedule: Temporary--
Grade Code Grade Name Step Name Hourly
9503 Assistant Pool Manager I Step A 20.8373
1077 Assistant Pool Manager II Step A 21.8791
Appendix:B
Effective Date:03/21/2026

TEMP Temporary
City of Roseville
Salary Schedule: Temporary--
Grade Code Grade Name Step Name Hourly
9505 Building Inspection Assistant Step A 16.9000
Step B 17.3173
Step C 17.7450
Step D 18.1832
Step E 18.6323
Step F 19.0924
Step G 19.5639
Step H 20.0470
Step I 20.5421
9507 Child Care Aide Step A 17.0000
Step B 17.4198
Step C 17.8500
Step D 18.2908
Appendix:B
Effective Date:03/21/2026

TEMP Temporary
City of Roseville
Salary Schedule: Temporary--
Grade Code Grade Name Step Name Hourly
9506 Child Care Program Assistant Step A 20.5014
Step B 21.0077
Step C 21.5265
Step D 22.0581
1010 Child Care Program Leader Step A 24.6017
Step B 25.2092
Step C 25.8318
Step D 26.4697
Appendix:B
Effective Date:03/21/2026

TEMP Temporary
City of Roseville
Salary Schedule: Temporary--
Grade Code Grade Name Step Name Hourly
9508 Child Care Teacher Step A 17.8500
Step B 18.2908
Step C 18.7425
Step D 19.2053
CI10 Class Instructor Step A 0.0000
Appendix:B
Effective Date:03/21/2026

TEMP Temporary
City of Roseville
Salary Schedule: Temporary--
Grade Code Grade Name Step Name Hourly
1230 College Intern Step A 16.9000
Step B 17.7450
Step C 18.6323
Step D 19.5639
Step E 20.5421
Step F 21.5692
Step G 22.6476
Step H 23.7800
Step I 24.9690
Step J 26.2174
Step K 27.5283
Step L 28.9047
Step M 30.3500
Step N 31.8675
Step O 33.4608
Appendix:B
Effective Date:03/21/2026

TEMP Temporary
City of Roseville
Salary Schedule: Temporary--
Grade Code Grade Name Step Name Hourly
1127 Community Outreach Specialist Step A 33.8978
Step B 34.7349
Step C 35.5926
Step D 36.4716
Step E 37.3723
Step F 38.2952
Step G 39.2409
Step H 40.2100
Step I 41.2029
1270 Council Member Step A
1164 Courier Step A 21.2880
Step B 21.9266
Step C 22.5843
Step D 23.2619
600.0000 monthly stipend*
*Mayor receives an additional $50.00 per month
Appendix:B
Effective Date:03/21/2026

TEMP Temporary
City of Roseville
Salary Schedule: Temporary--
Grade Code Grade Name Step Name Hourly
1137 Customer Service Specialist Step A 18.0000
Step B 18.5400
Step C 19.0962
Step D 19.6691
Step E 20.2592
Step F 20.8669
Step G 21.4929
Step H 22.1377
Step I 22.8019
9509 Engineering Aide Step A 16.9000
Step B 17.3173
Step C 17.7450
Step D 18.1832
Step E 18.6323
Step F 19.0924
Step G 19.5639
Step H 20.0470
Step I 20.5421
Appendix:B
Effective Date:03/21/2026

TEMP Temporary
City of Roseville
Salary Schedule: Temporary--
Grade Code Grade Name Step Name Hourly
1020 Event Recreation Program Leader Step A 23.0000
1159 Event Specialist Step A 21.5000
9510 Fire Equipment Specialist Step A 16.9000
Step B 17.7450
Step C 18.6323
Step D 19.5639
Step E 20.5421
Step F 21.5692
Step G 22.6476
Step H 23.7800
Step I 24.9690
Step J 26.2174
Step K 27.5283
Step L 28.9047
Step M 30.3500
Step N 31.8675
Step O 33.4608
Appendix:B
Effective Date:03/21/2026

TEMP Temporary
City of Roseville
Salary Schedule: Temporary--
Grade Code Grade Name Step Name Hourly
9511 Fire Logistics Worker Step A 16.9000
Step B 17.7450
Step C 18.6323
Step D 19.5639
Step E 20.5421
Step F 21.5692
Step G 22.6476
Step H 23.7800
Step I 24.9690
Step J 26.2174
Step K 27.5283
Step L 28.9047
Step M 30.3500
Step N 31.8675
Step O 33.4608
Appendix:B
Effective Date:03/21/2026

TEMP Temporary
City of Roseville
Salary Schedule: Temporary--
Grade Code Grade Name Step Name Hourly
9512 Fire Public Education Coordinator Step A 20.5700
Step B 21.3636
Step C 21.8977
Step D 22.4452
Step E 23.0063
Step F 23.5815
Step G 24.1710
Step H 24.7753
Step I 25.3946
Step J 26.0295
Step K 26.6802
Step L 27.3473
Step M 28.0309
Step N 28.7317
Step O 29.4500
CI20 Fitness Instructor-Fee Step A 0.0000
Appendix:B
Effective Date:03/21/2026

TEMP Temporary
City of Roseville
Salary Schedule: Temporary--
Grade Code Grade Name Step Name Hourly
3735 Fitness Instructor-Hourly Step A 30.0000
Step B 31.0000
Step C 32.0000
Step D 33.0000
Step E 34.0000
Step F 35.0000
1145 High School Intern Step A 18.0000
1079 Instructor Hourly Step A 23.0000
Step B 24.0000
Step C 25.0000
Step D 26.0000
Step E 27.0000
Step F 28.0000
Step G 29.0000
Step H 30.0000
Step I 31.0000
3750 Instructor Meeting Rate Step A 19.0000
Appendix:B
Effective Date:03/21/2026

TEMP Temporary
City of Roseville
Salary Schedule: Temporary--
Grade Code Grade Name Step Name Hourly
9513 Interpretive Services Program
Assistant
Step A 17.5000
Step B 18.5000
Step C 19.5000
Step D 20.5000
Step E 0.0000
Step F 0.0000
Step G 0.0000
Step H 0.0000
Step I 0.0000
9514 Interpretive Services Program Leader Step A 20.0000 Step B 21.0000
Step C 22.0000
Step D 23.0000
Step E 0.0000
Step F 0.0000
Step G 0.0000
Step H 0.0000
Step I 0.0000
Appendix:B
Effective Date:03/21/2026

TEMP Temporary
City of Roseville
Salary Schedule: Temporary--
Grade Code Grade Name Step Name Hourly
9515 Library Page I Step A 16.9000
Step B 17.5000
Step C 18.5000
Step D 19.5000
Step E 0.0000
Step F 0.0000
Step G 0.0000
Step H 0.0000
Step I 0.0000
1184 Library Page II Step A 17.5000
Step B 18.5000
Step C 19.5000
Step D 20.5000
1185 Library Program Leader Step A 20.0000
Step B 21.0000
Step C 22.0000
Step D 23.0000
1074 Lifeguard Step A 18.0000
Appendix:B
Effective Date:03/21/2026

TEMP Temporary
City of Roseville
Salary Schedule: Temporary--
Grade Code Grade Name Step Name Hourly
9518 Maintenance Assistant Step A 16.9000
Step B 17.7450
Step C 18.6323
Step D 19.5639
Step E 20.5421
Step F 21.5692
Step G 22.6476
Step H 23.7800
Step I 24.9690
Step J 26.2174
Step K 27.5283
Step L 28.9047
Step M 30.3500
Step N 31.8675
Step O 33.4608
Appendix:B
Effective Date:03/21/2026

TEMP Temporary
City of Roseville
Salary Schedule: Temporary--
Grade Code Grade Name Step Name Hourly
9519 Marketing Technician Step A 20.8116
Step B 21.3255
Step C 21.8522
Step D 22.3918
Step E 22.9448
Step F 23.5114
Step G 24.0920
Step H 24.6870
Step I 25.2966
Step J 25.9213
Step K 26.5615
Step L 27.2174
Step M 27.8895
Step N 28.5783
Step O 29.2840
Appendix:B
Effective Date:03/21/2026