AGENDA
August 2, 2023
CITY COUNCIL
6:00 p.m.
Council Chambers
311 Vernon Street
Roseville, CA
www.roseville.ca.us
THE CITY OF ROSEVILLE WELCOMES YOUR PARTICIPATION
If an agenda item is open to public comment, such public comment shall be addressed to the chair of the meeting.
Public Comment
- Speakers have three minutes under Public Comment to speak on issues that
are not listed on the agenda and are within the City's jurisdiction. The Brown Act does not permit any action or discussion on items not listed on the agenda.
Consent Calendar
- If applicable, the Consent Calendar consists of routine items that may be approved by one motion. Any person can remove an item from the Consent Calendar to be discussed separately.
Agenda Items
- Speakers have five minutes to address items that are listed on the agenda.
Americans with Disabilities Act
- Notify the City Clerk or Secretary at least 72 hours in advance if special assistance is required to participate in a meeting including the need of auxiliary aids or services.
Audio/Visual Presentations
- If making a presentation regarding an agenda item, audio/visual materials must be submitted to the City Clerk or Secretary at least 72 hours in advance.
Security procedures are in place to attend Roseville City Council meetings.
All attendees must
successfully pass through a security metal detector.
Any person with a prohibited item will not be
allowed entry.
Prohibited items include, but are not limited to: firearms (even with valid CCW), knives, pepper spray/mace, explosives of any kind/ any weapons and/or dangerous devices of any kind, illegal drugs and alcohol.
Roseville City Clerk 311 Vernon Street, Roseville, CA 916-774-5200 TDD 916-774-5220
1. CALL TO ORDER
2. ROLL CALL
3. PLEDGE OF ALLEGIANCE
4. MEETING PROCEDURES
5. PRESENTATIONS
5.1. Certificate of Congratulations - Roseville Little League All Star Team Congratulate Roseville Little League on their outstanding 2023 season and for making it to the State Championship for the first time in 29 years.
CONTACT:
Blair Hutchison 916-774-5266 [email protected]
5.2. Invest Health Partnership Update
Memo from Government Relations Administrator Mark Wolinski and Deputy City Manager Megan Scheid recommending the City Council receive an update on the projects and progress of the Invest Health partnership started in 2016 between the Health Education Council and the City to improve health outcomes in the City's core neighborhoods and beyond. The costs of these activities are contained within the City’s current budget.
CONTACT:
Mark Wolinski 916-774-5179 [email protected]
6. PUBLIC COMMENTS
7. CONSENT CALENDAR
BEGINNING OF CONSENT CALENDAR
Resolutions
7.1. 201 Pacific Street - Lease Agreement
Memo from Economic Development Analyst Gina McColl and Economic Development Director Melissa Anguiano recommending the City Council adopt RESOLUTION NO. 23-326 APPROVING A LEASE AGREEMENT AND
MEMORANDUM OF LEASE, BY AND BETWEEN THE CITY OF
ROSEVILLE AND FATHOM CELLARS, LLC, AND AUTHORIZING THE
CITY MANAGER TO EXECUTE THEM ON BEHALF OF THE CITY OF
ROSEVILLE. Staff requests Council approve a Lease Agreement and Memorandum of Lease between Fathom Cellars, LLC and the City for property located at 201 Pacific Street. The lease is for the vacant second floor space of the Roseville Train Station for an initial term of five (5) years. The initial rent paid to the City will be $756 per month, increasing by $0.05 per square foot per year, plus electric and gas utilities. Execution of the Lease Agreement would result in a positive fiscal impact of $9,072 annually in rent revenue for the General Fund in the first year and $11,496 by year five. In addition to annual rent, the lessee will pay utilities for the space.
CC #:
2848
File #:
1006-01
CONTACT:
Gina McColl 916-774-5452 [email protected]
7.2. Regional Water Authority - Amended and Restated Common Interest, Management Services, and Cost Share Agreement
Memo from Environmental Utilities Assistant Director Sean Bigley and Environmental Utilities Director Richard Plecker recommending the City Council adopt RESOLUTION NO. 23-325 APPROVING THE AMENDED AND
RESTATED COMMON INTEREST, MANAGEMENT SERVICES AND
COST SHARE AGREEMENT, BETWEEN THE CARMICHAEL WATER
DISTRICT, CITY OF FOLSOM, CITY OF ROSEVILLE, CITY OF
SACRAMENTO, EL DORADO IRRIGATION DISTRICT, GOLDEN STATE
WATER COMPANY, PLACER COUNTY WATER AGENCY, REGIONAL
WATER AUTHORITY, SACRAMENTO COUNTY WATER AGENCY,
SACRAMENTO SURBURBAN WATER DISTRICT, SACRAMENTO
MUNICIPAL UTILITY DISTRICT, AND EL DORADO WATER AGENCY,
AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON
BEHALF OF THE CITY OF ROSEVILLE.
Staff requests Council approve the
proposed amended and reinstated Common Interest Management Services Agreement.
Roseville’s cost for participation in this coordinated effort for FY2023-24 is $38,961.93. The total cost of the regional effort is $328,500 with participation by the Carmichael Water District, City of Folsom, City of Roseville, City of Sacramento, El Dorado Irrigation District, El Dorado Water Agency, Golden State Water Company, Placer County Water Agency, Sacramento County Water Agency, Sacramento Municipal Utilities District and Sacramento Suburban Water District.
Roseville’s $38,961.93 share will be paid from the existing budget within the Water Utility Administration FY2023-24 budget, funded from the Water Operations Fund which receives revenue from water utility sales.
CC #:
2847
File #:
0800-02
CONTACT:
Sean Bigley 916-774-5513 [email protected]
7.3. Northeast Roseville Specific Plan Parcels 5A and 5B - Summary Vacation Memo from Associate Planner Kinarik Shallow and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 23-322 ORDERING SUMMARY VACATION OF A PORTION OF A PUBLIC UTILITY EASEMENT AT 550 N SUNRISE AVENUE. Staff requests Council approval of the summary vacation for a portion of the public utility easement at 550 N Sunrise Avenue to facilitate development of an outdoor patio area for Chicago Fire Restaurant. There will be no fiscal impact to the City.
CC #:
2842
File #:
1001-02 & 0400-04-02-1
CONTACT:
Kinarik Shallow 916-746-1309 [email protected]
7.4. California Greenhouse Gas Cap-and-Trade Program – 2024 Greenhouse Gas Allowance Allocation and Reallocation of Existing Funds Memo from Electric Resources Planner David Siao and Electric Utility Director Dan Beans recommending the City Council adopt RESOLUTION NO. 23-321 APPROVING THE ALLOCATION OF 326,772 OF CITY’S 2024
GREENHOUSE GAS CAP-AND-TRADE PROGRAM ALLOWANCES.
Staff requests Council direct all 326,772 of the City’s 2024 greenhouse allowances to Roseville’s limited use holding account for consignment to the 2024 California Air Resources Board auctions. Staff also requests allocating the expected 2024 auction proceeds to fund the Advanced Metering Infrastructure (AMI) project, as well as reallocating past unspent or unallocated proceeds to fund the AMI project. The value of the 2024 allowances is estimated at approximately $9.6 million, and the value of existing unallocated and reallocated auction proceeds is approximately $5.2 million. The approved Advanced Metering Infrastructure (AMI) project expenditure budget includes this funding source. The Electric Department plans to return to City Council with a budget adjustment for the revenue from the greenhouse allowance sale proceeds at a later date. As a result, there is no financial impact to customers.
CC #:
2841
File #:
0800-03
CONTACT:
David Siao 916-746-1613 [email protected]
7.5. Parks Design & Construction Standards - 2023 Update Memo from the Park Development Project Manager Joel De Jong and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt RESOLUTION NO. 23-323 ADOPTING THE 2023 PARKS DESIGN &
CONSTRUCTION STANDARDS. The Parks Design & Construction Standards is a guiding document that outlines design and construction standards applied to parks, neighborhood and citywide, and streetscapes. This document is updated every two years in order to ensure new codes, regulations and requirements are updated or added, address typographical errors, provide clarity in areas that may cause multiple interpretations or misinterpretations, and to ensure the latest technology in irrigation, lighting and other systems.
Feedback from contractors and staff is collected over each two-year period which provides the basis for updates/revisions. The changes will have no fiscal impact to projects and could potentially reduce costs by identifying equipment and materials that are less labor intensive to install and maintain. There is no General Fund impact.
CC #:
2844
File #:
0704
CONTACT:
Joel De Jong 916-774-5924 [email protected]
Ordinances (for introduction and first reading)
7.6. Roseville Employees Annual Charitable Hearts Fund - Roseville Municipal Code Amendment
Memo from Management Analyst Tobi Thomas and Assistant City Manager Dion Louthan recommending the City Council introduce for first reading
ORDINANCE OF THE COUNCIL OF THE CITY OF ROSEVILLE
AMENDING SECTION 4.07.030 OF CHAPTER 4.07 OF TITLE 4 OF THE
ROSEVILLE MUNICIPAL CODE REGARDING EMPLOYEES ANNUAL
CHARITABLE HEARTS FUND. Staff requests Council amend the language in the municipal code regarding applicant eligibility for Roseville Employees Annual Charitable Hearts funds. There is no General Fund impact for this item.
CC #:
2845
File #:
0216-02
CONTACT:
Tobi Thomas 916-746-1368 [email protected]
Ordinances (for introduction and adoption - appropriation/urgency measures)
7.7. Officer Wellness and Mental Health Grant Award - Budget Adjustment Memo from Management Analyst Mark Peinado and Police Chief Troy Bergstrom recommending the City Council adopt ORDINANCE NO. 6697 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2023- 24 BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council approve a budget adjustment appropriating $89,867 in grant funds awarded to the Roseville Police Department from the Board of State and Community Corrections, through the Officer Wellness and Mental Health Grant Program. The recommended budget adjustment establishes a grant project in
the Grants Fund and
will have no impact on the City's General Fund.
CC #:
6697
File #:
0323 & 0201-01
CONTACT:
Mark Peinado 916-774-5021 [email protected]
7.8. Water Forum 2.0 - Interagency Agreement for Cost-Sharing and Budget Adjustment
Memo from Environmental Utilities Assistant Director Sean Bigley and Environmental Utilities Director Richard Plecker recommending the City Council adopt RESOLUTION NO. 23-327 APPROVING AN INTERAGENCY
AGREEMENT FOR COST-SHARING, AND AUTHORIZING THE CITY
MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF
ROSEVILLE; and adopt ORDINANCE NO. 6698 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2023-24 BUDGET AND
DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council approve the proposed Interagency Agreement For Cost-Sharing the Fiscal Year (FY) 2023- 24 and FY2024-25 Water Forum 2.0 Agreement. Staff also requests Council approve the FY2023-24 budget adjustment of $52,208 for the Water Utility Administration FY2023-24 budget, funded from the Water Operations Fund which receives revenue from water utility sales. Staff also plans to include $52,208 in the proposed FY2024-25 budget. The total proposed cost share amount for the City for the Water Forum 2.0 negotiation process over the two fiscal years is $104,415. Among the 20 water agencies and interested parties participating in the Water Forum 2.0 process, the total amount of contributions to the Water Forum 2.0 negotiations, over the two fiscal years, is $1,141,000.
CC #:
2850
File #:
0800-02 & 0201-01
CONTACT:
Sean Bigley 916-774-5513 [email protected]
END OF CONSENT CALENDAR
8. RESOLUTIONS
8.1. Villages at Sierra Vista Community Facilities District No. 1, Series 2023 Bond Issuance
Memo from Management Analyst Jeannine Thrash and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 23-323 AUTHORIZING THE ISSUANCE
OF SPECIAL TAX BONDS FOR AND ON BEHALF OF THE CITY OF
ROSEVILLE VILLAGES AT SIERRA VISTA COMMUNITY FACILITIES DISTRICT NO. 1 (PUBLIC FACILITIES), APPROVING AND DIRECTING THE EXECUTION OF SUPPLEMENTAL AGREEMENT NO. 4 TO FISCAL
AGENT AGREEMENT, APPROVING THE FORM OF PRELIMINARY
OFFICIAL STATEMENT, APPROVING SALE OF SUCH BONDS
PURSUANT TO A BOND PURCHASE AGREEMENT, AND APPROVING
OTHER RELATED DOCUMENTS AND ACTIONS. The 2023 bonds are being issued at the developer's request, in an amount not to exceed $5,250,000, to: (i) construct and acquire certain public facilities of benefit to the District, (ii) provide for a deposit to a debt service reserve account for the 2023 Bonds, (iii) provide for capitalized interest, and (iv) pay costs of issuance of the 2023 bonds.
The Community Facilities District (CFD) will generate special taxes that will be paid by the property owners sufficient to pay the costs of the debt service, CFD administration, and any authorized pay-as-you-go facilities, as well as provide funding in the future for maintenance/replacement of constructed facilities. The issuance of these bonds will not impact the City's General Fund.
CC #:
2843
File #:
0206-03-01
CONTACT:
Jeannine Thrash 916-774-5473 [email protected]
Dennis Kauffman 916-774-5313 [email protected]
9. SPECIAL REQUESTS/REPORTS/PRESENTATION
9.1. Request for Council Discretionary Funds - Roseville Little League All Star Team
Memo from City Clerk Technician Melissa Lipp and City Clerk Carmen Avalos recommending the City Council consider a sponsorship to help fund the Roseville Little League's 11 year old Allstar Team making it to the State Championship for the first time in 29 years.
CC #:
2851
File #:
0102
CONTACT:
Melissa Lipp 916-774-5268 [email protected]
10. COUNCIL REPORTS / PUBLIC COMMENTS
11. ADJOURNMENT
COUNCIL COMMUNICATION
CC #:
2852
File #:
0102-13
Title:
Certificate of Congratulations - Roseville Little League All Star Team Contact:
Blair Hutchison 916-774-5266 [email protected]
Meeting Date: 8/2/2023
Item #: 5.1.
RECOMMENDATION TO COUNCIL
Congratulate Roseville Little League on their outstanding 2023 season and for making it to the State Championship for the first time in 29 years.
BACKGROUND
Not applicable.
FISCAL IMPACT
Not applicable.
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. Ceremonial documents meet the above criteria and are not subject to CEQA. No additional environmental review is required.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal B - Support community engagement and advocacy
Respectfully Submitted,
Blair Hutchison, City Clerk Technician
Carmen Avalos, City Clerk
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
Certificate of Congratulations - Roseville Little League
COUNCIL COMMUNICATION
CC #:
2849
File #:
0102-11
Title:
Invest Health Partnership Update
Contact:
Mark Wolinski 916-774-5179 [email protected]
Meeting Date: 8/2/2023
Item #: 5.2.
RECOMMENDATION TO COUNCIL
To receive an update and provide comments on the projects and progress of the Invest Health partnership started in 2016 between the Health Education Council and the City of Roseville to improve health outcomes in the City's core neighborhoods and beyond.
BACKGROUND
In early 2016, the non-profit Health Education Council (HEC) contacted City staff to determine the possibility of partnering with the City and with other organizations on a grant opportunity addressing healthy communities. Named the Non-Profit of the Year by the California State Legislature three times: 2016, 2021 and again in 2023, the HEC is dedicated to improving health outcomes in under-served neighborhoods by empowering the people in them to create the solutions they need most.
In May 2016, we were notified that Roseville was one of 50 communities nationwide (out of more than 180 communities that applied) selected to receive an 18-month grant made possible from the Robert Wood Johnson Foundation (RWJF) and Reinvestment Fund with the aim to improve health in low-income neighborhoods. Recognizing that the majority of health outcomes are driven by where people live, work, play, pray, shop and learn, the Invest Health initiative sought to develop a plan to improve health through cross-sector community collaborations that can foster and develop more healthful environments.
Focus on health outcomes in core neighborhoods
Led by the HEC in partnership with the City of Roseville, the Invest Health Roseville team developed a plan to meet the grant's goals and objectives of improving community well-being in Downtown Roseville's core neighborhoods of Roseville Heights, Cherry Glenn and Thieles Manor. The projects address issues and concerns expressed by residents and others during stakeholder meetings.
Project outcomes include increasing safety, walkability, reducing crime, improving connection to social services health, and mental health services and increasing opportunities for physical activities and healthy food for children and families in these three neighborhoods.
The following are the results of the original Invest Health grant funding from 2016 - 2019:
Since the 2016 original award of $60,000 to the Health Education Council to support this work, this funding has been leveraged to over $9 million in investments to improve and elevate health. ·
Gathered data and listened to neighbors by conducting 30 stakeholder meetings, resident surveys, and community focus groups.
·
$350,000 in street-lighting upgrade by Roseville Electric — an accelerated upgrade to the
street lighting using public benefit funds to install LED lights in the three core neighborhoods, Thieles Manor, Cherry Glen, and Roseville Heights neighborhoods. ·
Improvements to Johnson Pool
— state and federal grant funds were obtained for a total of $490,000 for investment in Johnson Pool.
·
Health education events held at
Woodbridge and Cirby elementary schools.
·
Hundreds of volunteer hours for multiple park, neighborhood, and street clean-up events were held, some with assistance from city grant funds.
·
Raised awareness and built partnerships
including $20,000 in sponsorships for the annual
Invest Health Breakfast forums which brought together business, community, and city leaders to learn about Invest Health efforts.
·
Weber Park outreach and improvements
including
surveyed
residents in Roseville Heights
and Los Cerritos neighborhoods; developed concepts for improvements to Weber Park based on community input; collaborated with the City of Roseville Parks, Recreation and Libraries Department to secure a $75,000 grant to make improvements to the classroom at Weber Park and provide funding for summer programs; monthly events coordinated by the City of Roseville Parks, Recreation and Libraries Department to enhance interaction between and among neighbors and community, non-profit, educational, and government organizations. ·
$15,000 in funding to purchase 55 “Neighborhood Watch” signs to be installed in the Thieles Manor Neighborhood.
·
Invest Health Advisory Committee established which meets monthly and includes local stakeholders including non-profits, schools, neighborhood associations, businesses, and City representatives.
Since 2016, the Invest Health Team efforts have expanded and continued beyond the timeframe of the original grant.
In 2019 an Invest Health 2.0 grant was obtained (Roseville was one of ten cities) to continue learning from other mid-size cities in the U.S.
Additional benefits and funds received due to the Invest Health Roseville collaboration include:
·
$235,000 in funding to provide meals to low-income residents with funding from the City of Roseville for Roseville Family Meals and Project Go.
·
$180,000 Anti-stigma Mental Health Awareness Initiative grant from Kaiser Permanente to work partner with Cirby Elementary and the school district to understand the mental health concerns of students and families, and offer teacher, parent, and family community resources. ·
$62,000 Placer County Air Pollution Control District funding for resident engagement and outreach around air pollution and health.
·
$290,000 funding from Kaiser Permanente to address social determinants of health in low- income communities.
·
$25,000 California Health and Wellness funding to provide mental health screenings to vulnerable Latino communities.
·
$295,000 in COVID-19 funding to provide testing, testing kits and vaccinations; community events; distribution of education and resource materials. ·
$20,000 Union Pacific Foundation funding to support residents suffering from health and economic struggles due to the pandemic.
·
$66,600 for Connected Community Network (Unite Us) Placer County funding to establish a network of social services agencies working together to create a more coordinated referral system for as-risk Placer County residents.
·
$23,334 City of Roseville funding to support a peer-centered mental health program to decrease mental health stigma and increase social connection and youth ability to be positive. ·
$50,000 Association of State and Territorial Health Officials funding to identify best practices to improve health outcomes by addressing social determinants of health. ·
$9,400,000 City of Roseville funds dedicated to Johnson Pool and Weber Park renovations.
Invest Health Roseville plans to continue its efforts to support and promote a healthy and thriving community.
FISCAL IMPACT
The costs of these activities are contained within the City’s current 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. This informational presentation meets the above criteria and is not subject to CEQA. No additional environmental review is required.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal B - Support community engagement and advocacy
Goal C - Maintain a safe and healthy community
Goal E - Deliver exceptional city services
Respectfully Submitted,
Mark Wolinski, Government Relations Administrator
Megan Scheid, Deputy City Manager
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
Invest Health Roseville Infographic
HEALTH EDUCATION COUNCILINVEST HEALTH ROSEVILLE
4TH FRIDAY COMMUNITY GATHERINGS
Through a partnership with First United Methodist
Church, Prosper Placer, Placer People of Faith Together, and the Latino Leadership Council, we have hosted
community events on the 4th Friday of every month
since December 2021.
COVID OUTREACH EFFORTS
The grants that we were awarded included funding for
COVID 19 education, as well as mental health and food
insecurity challenges caused by COVID.
MEAL DISTRIBUTIONS
7,508 meals
were delivered to Roseville and Auburn residents from
January-June 2021 through Project Go.
PEERS HELPING PEERS (PHP)
PHP is a 7-week training program, which trains youth
and young adults (16-26) to help reduce mental health
stigma and improve mental wellness.
TOTAL PEOPLE SERVED INROSEVILLE
3,233 residents
were served through grants funded by Health Net, Placer Community Foundation, and Kaiser Permanente between
2020-2022.
1,350 residents
have attended the events between December 2021 and June 2023. 8,825 Roseville residents
were served by Health Education Council
between April 2020 and July 2023 through the
efforts outlined in the infographic.
DENIOS FOOD DISTRIBUTION
7,568 households
have received fresh, healthy produce from the Denios food distributions between July 2022 and July 2023.
ENVIRONMENTAL HEALTHOUTREACH
485 residents
living in disadvantaged communities were reached
through 10 outreach activities hosted from January-
November 2020. New funding will support disaster
preparedness workshops and education in Placer County.
16,000 mealswere distributed through the Family Meals Rosevilleprogram between April and August 2020. 21 students completed PHP at Oakmont High School in Spring 2023. 11 Spanish speaking participants reside in Roseville or Placer County.
Document Prepared by HEC7/2023
COUNCIL COMMUNICATION
CC #:
2848
File #:
1006-01
Title:
201 Pacific Street - Lease Agreement
Contact:
Gina McColl 916-774-5452 [email protected]
Meeting Date: 8/2/2023
Item #: 7.1.
RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution authorizing the City Manager to execute a Lease Agreement and Memorandum of Lease between Fathom Cellars, LLC and the City of Roseville for property located at 201 Pacific Street, second floor.
BACKGROUND
The Roseville Train Station is located within the Downtown Roseville Specific Plan (DTSP) at 201 Pacific Street, in Historic Old Town. The building is owned by the City of Roseville and maintained by the Public Works Facilities Division. The two-story building was constructed in 1995 with a ground floor lobby space, public restroom, office and storage space. The ground floor has been occupied and leased to Roseville Travel since 1999 for a travel agency and travel depot. The upper floor is approximately 1,000 square feet and includes three rooms accessed by an interior stairwell and elevator. Over the years, the space has been leased to various entities including a design firm, probation office, and training center, but has been vacant for several years.
Fathom Cellars originally reached out to City staff inquiring about the Roseville Venture Lab and opportunities for their 3D printing company, as they are currently operating out of a home office and wish to expand their business. Fathom Cellars, LLC primarily prints and sells replica models of historic ships and trains. Based on their needs, staff helped identify a space that would accommodate the expansion of their business. The proposed Lease Agreement sets forth the terms and conditions under which
Fathom Cellars, LLC
will occupy the second floor of the Train
Station (see Attachment 1).
The Lease Agreement contains provisions that include the following:
Term
- The initial lease term shall be for five (5) years with an automatic annual renewal.
Rent
- Rent is payable monthly at an initial rate of $0.75 per square foot ($756 total monthly rent), with an annual increase of $0.05 per square foot, with year five rent at $0.95 ($958 total monthly rent). The rent is comparable to commercial rents in the area.
Deposit
– Two months’ rent ($1,512).
Utilities
- Tenant shall pay for electric and gas service to the second floor and any optional services such as internet and cable. Lessor shall pay for water, sewer, refuse.
Lessor responsibility and liability for property
– Lessor shall be responsible for the
maintenance repair and rehabilitation of subject property including utilities systems, exterior shell roof, lighting and landscape, parking lot, trash service, HVAC, interior restroom cleaning (3 days a week), maintenance and repair building alarm. Lessee shall be responsible for all lessee furnishings, equipment and utilities for the leased space. The City shall not be liable for any loss, damage, destruction or theft of any exhibits, furnishings or other personal property owned or lent to Lessee.
Lease buy-out option and termination
- Lessee shall give City a 60-day notice if requesting a lease buy-out option. In the event that TENANT terminates this Lease prior to the end of the Term, TENANT (a) agrees to forfeit its security deposit and (b) shall make a payment to LANDLORD equivalent to two (2) months of rent commensurate to the rental rate at year five (5). This agreement may be terminated without cause at any time upon giving 60 days advance written notice.
Special terms
- Tenant shall have access to the shared restrooms and lobby on the first floor, and stairwell and elevator. Tenant shall have the first right of refusal to lease the first- floor space should it become available. Should the tenant choose to lease the entire building, an additional lease would need to be negotiated for the first-floor space. The expectation is the main lobby and restroom shall remain open to patrons of rail and bus transit during service times, but at a minimum of five (5) days a week, eight (8) hours a day, or as agreed on by the City.
Parking
- Lessee and customers shall have access to public parking areas adjacent to the train station and at the Park-n-Ride lot at Pacific and Church Street and shall follow all posted parking limits.
Following approval of this Lease Agreement, the tenant intends to occupy the space and start paying rent August 1, 2023.
FISCAL IMPACT
Execution of the Lease Agreement would result in a positive fiscal impact of $9,072 annually in rent revenue for the General Fund in the first year and $11,496 by year five. In addition to annual rent, the Lessee will pay utilities for the space.
ENVIRONMENTAL REVIEW
The proposed project involves the leasing of an existing facility. This activity is categorically exempt from CEQA as a Class 1 Exemption (State CEQA Guidelines Section 15301). The Exemption has been prepared and no further CEQA action is required.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A - Remain fiscally responsible in a changing world Goal D - Enhance economic vitality
Respectfully Submitted,
Gina McColl, Economic Development Analyst
Melissa Anguiano, Economic Development Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
Resolution 23-326
Lease Agreement
CEQA Exemption
RESOLUTION NO. 23-326
APPROVING A LEASE AGREEMENT AND MEMORANDUM OF LEASE, BY AND
BETWEEN THE CITY OF ROSEVILLE AND FATHOM CELLARS, LLC, AND
AUTHORIZING THE CITY MANAGER TO EXECUTE THEM ON BEHALF OF
THE CITY OF ROSEVILLE
WHEREAS, a Lease Agreement and Memorandum of Lease, for the property located at 201 Pacific Street, 2nd Floor, in the City of Roseville, CA, by and between the City of Roseville and Fathom Cellars, LLC has been reviewed by the Council; and
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said Lease Agreement and Memorandum of Lease 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 , 20 , by the following vote on roll call:
AYES COUNCILMEMBERS:
NOES COUNCILMEMBERS:
ABSENT COUNCILMEMBERS:
MAYOR
ATTEST:
City Clerk
1 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23]
LEASE AGREEMENT
T
HIS LEASE AGREEMENT (“Agreement” or “Lease”) is made and entered into this _____day of ____________________, 2023 (“Commencement Date”), by and between the City of Roseville, a municipal corporation (“LANDLORD”), and Fathom Cellars, LLC a Colorado limited liability company (“TENANT”). LANDLORD and TENANT may be referred to herein collectively as the “Parties,” or each individually as a “Party.” RE
CITALS
WHEREAS, LANDLORD owns a building known as the Roseville Intermodal/Railroad Station, located at 201 Pacific Street, Roseville, California (APN 012-120-002) (the “Building”); and
WHEREAS, the Parties desire that TENANT lease from LANDLORD approximately 1,008 square feet on the second floor of the Building (the “Premises”); and WHEREAS, the Parties intend to enter into a lease agreement for the Premises pursuant to the terms and conditions stated herein.
NOW, THEREFORE, the Parties agree as follows:
ARTICLE I: LEASE OF PREMISES
1.1. Lease. LANDLORD hereby grants to TENANT the exclusive right to utilize the Premises, subject to the terms and conditions of this Lease. In addition to TENANT’s rights to use and occupy the Premises as hereinafter specified, TENANT shall have non-exclusive rights to any utility raceways or conduits of the Building contained within the Premises, and shall have limited rights to the interior building common areas or exterior walls of the Building.
1.2. Term. The initial term of this Lease shall be sixty (60) months, and shall commence upon the Commencement Date and terminate at the end of sixty (60) months (the “Term”). 2 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23]
1.3 Lease Buy-out. LANDLORD agrees to provide TENANT with an option to terminate its lease before the end of the Term, contingent upon TENANT providing a sixty (60) day notice to LANDLORD. In the event that TENANT terminates this Lease prior to the end of the Term, TENANT (a) agrees to forfeit its security deposit noted below in Section 2.2 and (b) shall make a payment to LANDLORD in the amount of one thousand nine hundred sixteen dollars ($1,916), which is equivalent to two (2) months of rent commensurate to the rental rate outlined in Section 2.1 for months 49-60.
1.4 First Right of Refusal – First Floor Space. In the event that the first floor of the Building becomes available for lease during the Term of this Lease, TENANT shall have a one- time First Right of Refusal to lease such space. Upon receipt of notice to TENANT by LANDLORD that the space is available for lease, which notice shall also set forth the current market rate for such space, TENANT shall have three (3) business days to respond in writing to LANDLORD if TENANT desires to lease the additional space at that current market rate. If LANDLORD does not receive such written notice from TENANT of TENANT’s acceptance to lease the entirety of the offered space at the current market rate, the First Right of Refusal will thereafter become null and void. This First Right of Refusal shall be subordinate to any previously granted rights to others to lease the space as described herein.
ARTICLE II: RENT, SECURITY DEPOSIT, TENANT IMPROVEMENTS
2.1. Rent. TENANT shall pay rent based on the following schedule (“Rent Schedule”) based upon an estimated 1,008 square feet, which square footage represents the second floor of the Building:
Months Rent Amount Per Square Foot Monthly Rent
1-12 $0.75 $756
13-24 $0.80 $806
25-36 $0.85 $857
3 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23] 37-48 $0.90 $907
49-60 $0.95 $958
T
he rent shall be payable monthly, in advance and on the first day of each calendar month thereafter to LANDLORD, at the following address: 311 Vernon Street, Roseville, CA 95678 Attn: Finance. If the Commencement Date is on a date other than the first of the month, rent shall be prorated for the number of days remaining in the month. If any rent payment is not received by CITY on or before the tenth (10th) day of the month, it shall be deemed delinquent.
Delinquent amounts shall be subject to a monthly late charge at the rate of five percent (5%) of the total delinquent amount, and without limitation to LANDLORD’s other rights and remedies under this Lease. Monthly rent shall be increased on the first day of the calendar month as specified in the Rent Schedule throughout the Term.
2.2. Security Deposit. By the Commencement Date, TENANT sha ll pay to LANDLORD a security deposit in the total amount of $1,512. The security deposit shall be held by LANDLORD as security for the faithful performance by TENANT of all the terms, covenants, and conditions of this Lease to be kept and performed by TENANT during the term hereof. If TENANT defaults with respect to any provision of this Lease, including, but not limited to the provisions relating to the payment of rent, LANDLORD may (but shall not be required to) use, apply or retain all or any part of this security deposit for the payment of any rent or any other sum in default, or for the payment of any amount which LANDLORD may spend or become obligated to spend by reason of TENANT's default, or to compensate LANDLORD for any other loss or damage which LANDLORD may suffer by reason of TENANT's default. If any portion of said deposit is used or applied, TENANT shall, within five (5) calendar days after written demand therefore, deposit cash with LANDLORD in an amount sufficient to restore the security deposit to its original amount and TENANT's failure to do so shall be a default under this Lease. 4 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23] LANDLORD shall not be required to keep this security deposit separate from its general funds, and TENANT shall not be entitled to interest on such deposit. If TENANT shall fully and faithfully perform every provision of this Lease to be performed by it, the security deposit or any balance thereof shall be returned to TENANT (or, at LANDLORD's option, to the last assignee of TENANT's interest hereunder) within thirty (30) calendar days following the expiration of the Lease term.
ARTICLE III: OBLIGATIONS OF PARTIES
3.1. Landlord’s Obligations. L ANDLORD agrees to provide TENANT the following and makes the following disclosures to TENANT:
a. LANDLORD warrants that to the best of its knowledge the improvements on the Premises comply with the applicable building codes, laws, covenants, or restrictions of record, regulations, and ordinances (“Applicable Requirements”) that were in effect at the time that each improvement, or portion thereof, was constructed. LANDLORD agrees to be responsible for continuing to ensure compliance with Applicable Requirements and for remediating any health hazards in the Building, except for those conditions caused (directly or indirectly) as a result of TENANT's activities, or failure to act where TENANT had a duty to act, in which case TENANT shall be responsible for all costs associated with compliance or remediation. The Premises will be delivered in an “As Is” condition. Any warranty provided in this section does not apply to the use to which TENANT will put in the Premises, modifications which may be required by the Americans with Disabilities Act (“ADA”) or any similar laws as a result of TENANT’s use made or to be made by TENANT. TENANT is responsible for determining whether or not Applicable Requirements, and especially the zoning are appropriate for TENANT’s intended use. 5 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23] b. Nonexclusive use of available public surface lots, provided such use relates to uses approved under Article VII. TENANT shall not be granted reserved, dedicated, or exclusive rights to said public parking owned or controlled by LANDLORD. c. LANDLORD agrees to be responsible for ensuring compliance with the ADA within the Common Areas (as defined in Article VII) of the Building. d. LANDLORD shall be responsible for maintenance, repair and rehabilitation of the Building, including heating, ventilation and air conditioning systems, exterior shell roof, exterior lighting, landscaping, parking lot, refuse service, restroom cleaning (three (3) days per week) and building alarm system.
3.2. Tenant’s Obligations. TENANT’s obligations are as follows:
a. T ENANT shall, at its own expense, maintain in good condition any portions of the Premises which are its responsibility to maintain under this Lease. b. TENANT shall be liable for any damage to the Building or Premises resulting from the acts or omissions of TENANT, its authorized representatives, sublessees or any of their invitees. Any damage to LANDLORD’s Building or Premises caused by TENANT, its employees, invitees, and/or agents shall be promptly repaired at the sole cost and expense of TENANT. If TENANT fails to begin to make any such required repairs to the Building or Premises within sixty (60) calendar days upon notice by LANDLORD, LANDLORD may, at its option, cause such repairs to be made and demand reimbursement from TENANT, which TENANT shall pay within thirty (30) calendar days of the statement. Any maintenance or repair work to the Building or Premises shall first be coordinated with LANDLORD prior to commencement and shall be permitted only upon written approval of LANDLORD. Maintenance 6 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23] of unexposed HVAC, electrical, plumbing, and sewage systems which requires entry into bearing or exterior walls, or remodeling of the Premises which requires entry into or moving of bearing walls, shall be at TENANT’s sole expense and only after receipt of LANDLORD's written consent.
c. TENANT shall be responsible for ensuring compliance with the ADA within the Premises.
d. TENANT acknowledges that the Building contains another tenant on the first floor which operates a travel agency and that such tenant is entitled to peaceably and quietly enjoy their leased premises. Accordingly, TENANT shall not engage in any activities which shall impair the other Building tenant’s rights to peaceably and quietly enjoy their leased premises.
ARTICLE IV: ALTERATIONS
4.1. Alterations. TENANT shall not make any alterations or modifications to the Building or Premises without LANDLORD's written consent, which consent shall not be unreasonably withheld or delayed. Any such approved alterations made shall remain on and be surrendered with the Premises on expiration or termination of the Lease. LANDLORD shall have the right to require TENANT to remove any and all alterations that TENANT has made to the Premises other than those made with LANDLORD's written consent.
4.2. Commencement of Approved Alterations. lf TENANT makes any alterations to the Premises as provided in this Article, such alterations shall not be commenced until five (5) calendar days after LANDLORD has received notice from TENANT stating the date the installation of the alterations is to commence so that LANDLORD can post and record an appropriate notice of non-responsibility.
7 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23] ARTICLE V: MECHANICS' LIENS
5.1. Mechanics’ Liens. TENANT shall keep the Premises free and clear of all mechanics' liens (including stop payment notices) resulting from construction done by TENANT or any person or entity authorized by TENANT.
5.2. Right to Contest. TENANT shall have the right to contest the correctness or the validity of any such lien if, immediately on demand by LANDLORD, TENANT procures and records a lien release bond issued by a corporation authorized to issue surety bonds in California in an amount equal to one and one-half times the amount of the claim of lien. The bond shall meet the requirements of Civil Code § 8424 and shall provide for the payment of any sum that the claimant may recover on the claim (together with costs of suit, if it recovers in the action).
ARTICLE VI: RELOCATION ASSISTANCE
6.1. Waiver of Relocation Assistance. TENANT hereby acknowledges that TENANT is not entitled to, and hereby waives, any relocation assistance under Government Code Section 7260, et seq., 25 Cal Code Regs Section 6000, et seq., 42 USC Section 4601, et seq., and 49 CFR pt 24, upon expiration or termination of this Lease, including any Extension thereof.
ARTICLE VII: USE OF PREMISES AND COMMON AREAS
7.1. Use of Premises. TENANT shall use the Premises for the purpose of a 3D printing shop and office and other commonly associated activities and events that are customarily associated with this use.
7.2. Common Areas. TENANT shall have the right of access and egress to the Premises through the portions of the exterior Common Areas.
a. As used in this Lease, “Common Areas” shall mean all areas around the Building which are not leased or held for the exclusive use of TENANT or other tenants, including, but not limited to, parking areas, driveways, sidewalks, loading areas, access roads, corridors, 8 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23] restrooms and lobby area on the first floor of the Building, stairwell, elevator, landscaping and planted areas, additional parking facilities in the Common Areas, and includes any increases or decreases to Common Area land and/or facilities. The main lobby area and restrooms shall remain open to patrons of rail and bus transit during service times, but a minimum of five (5) days per week, eight (8) hours per day, or as otherwise agreed by LANDLORD in writing. TENANT acknowledges that activities occurring in Common Areas may result in inconvenience to TENANT. Such activities and changes to the Common Areas are permitted if they do not materially affect TENANT’s use of the Premises.
b. TENANT shall have the nonexclusive right (in common with other tenants and all others to whom LANDLORD has granted or may grant such rights) to use the Common Areas for the purposes intended, subject to such reasonable rules and regulations as Landlord may establish from time to time, such rules and regulations to be provided to TENANT by commencement of the Lease, provided the same do not materially restrict or interfere with TENANT’s permitted use and such rules and regulations are uniformly applied to all tenants.
TENANT shall abide by such rules and regulations and shall use its commercially reasonable efforts to cause others who use the Common Areas with TENANT’s express or implied permission to abide by LANDLORD’s rules and regulations.
c. LANDLORD shall pay all charges associated with maintenance of the Common Areas.
7.3. Security Regulations. TENANT shall comply with all applicable LANDLORD security regulations regarding access to the Premises.
7.4. Installation within Common Areas. TENANT may not install any equipment or fixtures on the Premises or within Common Areas without the prior written consent of 9 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23] LANDLORD. Any approved installation of equipment or fixtures must be removed within thirty (30) calendar days after the expiration or termination of this Lease.
7.5. Reserved.
7.6. Waste. TENANT shall not use the Premises or Common Areas in any manner that will constitute waste, nuisance, or unreasonable annoyance to the public or owners or occupants of adjacent properties.
7.7. Damage to Property. TENANT shall not do anything on the Premises and Common Areas that will cause material damage to such property. TENANT shall be liable for material damage pursuant to Section 3.2(b).
7.8. Signage. TENANT may, at its sole expense, cause to be installed wall and/or window signage, at LANDLORD’s sole discretion. All signage, including window signs, shall be subject to review and approval by LANDLORD, and shall comply with the applicable provisions of the City of Roseville Municipal Code, as may be amended from time to time. Upon expiration/termination of the Lease, such signage shall be removed and the Building returned to original condition, excepting ordinary wear and tear.
ARTICLE VIII: LANDLORD'S ENTRY ON PREMISES
8.1. Right of Entry. LANDLORD and its authorized representatives shall have the right to enter the Premises and Common Areas at all reasonable times, and following reasonable notice to the TENANT, for any of the following purposes:
a. To determine whether the Premises is in good condition and whether TENANT is complying with its obligations under this Lease; b. To do any necessary maintenance and to make any restoration or repair to the Premises that LANDLORD has the right or obligation to perform; 10 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23] c. To serve, post, or keep posted any notices required or allowed under the provisions of this Lease.
8.2. No Liability. LANDLORD shall not be liable in any manner for any inconvenience, disturbance, loss of business, nuisance, or other dama ge arising out of LANDLORD's entry on the Premises as provided in this Article, except damage resulting from the acts or omissions of its authorized representatives.
8.3. No Rent Abatement. TENANT shall not be entitled to an abatement or reduction of rent if CITY exercises any rights reserved in this Article. TENANT may request rent abatement from LANDLORD in the event the Premises are inaccessible and/or unusable by TENANT for a period of time exceeding ten (10) calendar days in one month due to unforeseen or critical improvements that are required at the Premises.
ARTICLE IX: TAXES, ASSESSMENTS AND UTILITIES
9.1. Payment of Real Property Taxes. TENANT shall pay all real property taxes attributable to the Premises and business operations including, but not limited to, possessory interest tax, business personal property tax, assessments, general or special taxes levied and assessed against the Premises, that may become payable during the Term. TENANT understands that its interest created by this Lease may be subject to a possessory interest tax pursuant to California Revenue and Taxation Code Sections 107 and 107.6 that impose an ad valorem property tax on possessory interests created in tax exempt property. TENANT understands that any such tax payment shall not reduce any sum due LANDLORD hereunder, and that any such tax shall be the sole liability and responsibility of TENANT. Any taxes due shall be in amounts determined by taxing agencies and will be billed directly to TENANT.
11 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23]
9.2. Payment for Utilities. TENANT shall be responsible for the payment of the following utilities associated with the Premises: electricity, gas, telephone, internet connection and/or cable/satellite television service. Such charges will be billed directly to TENANT.
9.3. Interruption in Utility Services. LANDLORD shall not be liable to TENANT for any losses or damages of any kind or character that result from outages, interruptions or fluctuations in utility services provided to TENANT.
ARTICLE X: INDEMNIFICATION
10.1. Indemnification. LANDLORD shall not be liable to TENANT for any damage to third persons, TENANT or TENANT’s property from any cause. TENANT waives all claims against LANDLORD for damage to persons or property arising for any reason, except that LANDLORD shall be liable to TENANT for damage to TENANT resulting from the intentional acts or active negligence of LANDLORD or its authorized representatives.
To the fullest extent allowed by law, TENANT shall defend, indemnify, and save and hold harmless LANDLORD, its officers, agents, employees and volunteers from any claims, suits or actions of every name, kind and description brought forth, or on account of, injuries to or death of any person (including but not limited to workers and the public), or damage to property, resulting from or arising out of TENANT's, including but not limited to, its contractors, agents, staff, and invitees, willful misconduct or negligent act or omission while engaged in the performance of obligations or exercise of rights created by this Lease, except those matters arising from LANDLORD's active negligence or intentional misconduct. The parties intend that this provision shall be broadly construed.
TENANT’s responsibility for such defense and indemnity obligations shall survive the termination or completion of this Lease for the full period of time allowed by law. The defense and 12 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23] indemnity obligations of this Lease are undertaken in addition to, and shall not in any way be limited by, the insurance obligations contained in this Lease.
ARTICLE XI: INSURANCE
11.1. Tenant’s Insurance Requirements. TENANT at its cost shall maintain the following insurance policies: (a) commercial general liability insurance with limits of One Million Dollars ($1,000,000) per occurrence and Two Million Dollars ($2,000,000) aggregate, with such endorsements as LANDLORD may reasonably require. All general liability insurance shall insure performance by TENANT of the indemnity provisions of Article X; (b) Workers’ Compensation with statutory limits.
11.2. Additional Insureds. TENANT shall also provide a separate endorsement form or section of the policy showing LANDLORD, its officers, agents, employees and volunteers as additional insureds for each type of coverage, except for Workers’ Compensation. Such insurance shall specifically cover the contractual liability of TENANT. The additional insured coverage under TENANT’s policy shall be primary and noncontributory, as evidenced by a separate endorsement or section of the policy, and shall not seek contribution from TENANT’s insurance or self-insurance. In addition, the additional insured coverage shall be at least as broad as the Insurance Services Office (“ISO”) CG 20 01 Endorsement. Any available insurance proceeds in excess of the specified minimum insurance coverage requirements and limits shall be available to the additional insureds. Furthermore, the requirements for coverage and limits shall be: (a) the minimum coverage and limits specified in this Lease; or (b) the full coverage and maximum limits of any insurance proceeds available to the named insureds, whichever is greater.
11.3. Annual Review. On an annual basis, LANDLORD shall have the right to review all insurance coverage required by this Lease. If, in the opinion of LANDLORD's Risk Manager the amount of general liability, property damage and any other applicable insurance coverage at 13 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23] that time is not adequate, TENANT shall increase the insurance coverage as reasonably required by LANDLORD's Risk Manager.
11.4. Personal Property. TENANT , at its cost, shall maintain on all its personal property, TENANT’s improvements installed or constructed by TENANT, and alterations made by TENANT, in, on, or about the Premises, a policy of standard fire and extended coverage insurance, to the extent of at least one hundred percent (100%) of the actual cash value of such property. The proceeds from any such policy shall be used by TENANT for the replacement of personal property and the restoration of TENANT installed or constructed improvements or alterations.
11.5. Additional Require ments. All the insurance required under this Lease shall:
a. Be i ssued as a primary policy.
b. Contain an endorsement requiring ten (10) calendar days' written notice from the insurance company to LANDLORD before cancellation or change in the coverage, scope, or amount of any policy.
c. Be evidenced by a certificate of insurance in a form consistent with the requirements of this Article.
d. The limits of insurance required in this Lease may be satisfied by a combination of primary and excess insurance. Any excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of LANDLORD (if agreed to in a written contract) before LANDLORD’s own insurance shall be called upon to protect it as a named insured. 14 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23] e. TENANT agrees to include in its contracts with all contractors the same requirements and provisions of this Lease, including the indemnity and insurance requirements, to the extent they apply to the scope of the contractor’s work. Furthermore, TENANT shall require its contractors to agree to be bound to TENANT and LANDLORD in the same manner and to the same extent as TENANT is bound to LANDLORD under this Lease. Additionally, TENANT shall obligate its contractors to comply with these same provisions with respect to any tertiary subcontractor, regardless of tier. A copy of LANDLORD’s indemnity and insurance provisions will be furnished to the contractor upon request. The term “contractor” additionally includes subcontractors of any tier.
f. All self-insured retentions (“SIR”) must be disclosed to the City of Roseville’s Risk Manager for approval and shall not reduce the limits of liability. Policies containing any SIR provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or LANDLORD. LANDLORD reserves the right to obtain a full certified copy of any insurance policy and endorsements. The failure to exercise this right shall not constitute a waiver of such right.
g. Insurance coverage in the minimum amounts set forth herein shall not be construed to relieve TENANT of liability in excess of such coverage, nor shall it preclude LANDLORD from taking such other actions as are available to it under any other provisions of this Lease or law.
11.6. Landlord’s Insurance Requirements. LANDLORD shall maintain a policy of insurance covering the replacement cost of the Building and Premises during the term of the Lease.
During the Lease Term, LANDLORD shall maintain a policy of contractual liability coverage and commercial general liability insurance (sometimes known as broad form comprehensive general 15 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23] liability insurance) insuring LANDLORD against liability for bodily injury, property damage and personal injury arising out of LANDLORD's ownership, operation, use or occupancy of the Building.
ARTICLE XII: HAZARDOUS MATERIALS
12.1. Handling of Hazardous Materials. TENANT agrees that any and all handling, transportation, storage, treatment, disposal, or use of hazardous materials by TENANT in or about the Premises shall strictly comply with all applicable local, state and federal environmental laws and regulations. TENANT will not use or allow the use of the Premises in a manner that may cause hazardous materials to be released or to become present on, under, or about the Premises or other properties in the vicinity of the Premises. If the presence of hazardous materials on the Premises caused or permitted by TENANT results in the contamination or deterioration of the Premises or any water or soil beneath the Premises, TENANT shall promptly take all action necessary to investigate and remedy that contamination. However, unless an emergency situation exists that requires immediate action, LANDLORD's written approval of these actions shall first be obtained, and such approval will not be unreasonably withheld.
12.2. Environmental Indemnification. TENANT shall defend, indemnify, and save and hold harmless LANDLORD, its officers, agents, employees and volunteers and each of their respective successors and assigns (individually and collectively) from all claims, judgments, causes of action, damages, penalties, fines, taxes, costs, liabilities, loses, and expense arising (directly or indirectly) as a result of or in connection with TENANT's breach of any prohibition or provisions of this Lease, or the presence of any hazardous materials that migrate from the Premises to other properties, as a result (directly or indirectly) of TENANT's activities, or failure to act where TENANT had a duty to act, on or in connection with the Premises. 16 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23] T his obligation by T ENANT to defend, indemnify, and save and hold harmless LANDLORD includes, without limitation, costs and expenses incurred for or in connection with any investigation, clean up, remediation, monitoring, removal, restoration, or closure work required because of any hazardous materials present on, under or about the Premises; the costs and expenses or restoring, replacing, or acquiring the equivalent of damaged natural resources if required under any local, state or federal environmental law or regulation; all foreseeable consequential damages; all reasonable damages for the loss or restriction on use of rentable or usable space of any amenity of the premises; all reasonable sums paid in settlement of claims; reasonable attorney's fees; litigation, arbitration, and administrative proceeding costs; and reasonable expert, consultant, and laboratory fees. Neither the written consent of LANDLORD to the presence of hazardous materials on or under the Premises, nor the strict compliance by TENANT of all environmental laws and regulations, will excuse TENANT from the indemnification obligation. This indemnity will survive the expiration or termination of this Lease.
12.3. Hazardous Materials Defined. As used in this Article, the term "hazardous materials" means any chemical, substance, material, controlled substance, object, condition, waste, living organism, or combination that is or may be hazardous to human health or to the safety of the environment due to its radioactivity, ignitability, corrosivity, reactivity, explosivity, toxicity, carcinogenicity, mutagenicity, phytotoxicity, infectiousness, or other harmful or potentially harmful properties or effects, including, without limitation, petroleum and petroleum products, asbestos, radon, polychlorinated biphenyls (PCBs) and all of those chemicals, substances, materials, controlled substances, objects, conditions, wastes, living organisms, or combinations that are now or become in the future listed, defined, or regulated in any manner by any local, state or federal environmental law or regulation based upon, directly or indirectly, their properties or effects. 17 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23] ARTICLE XIII: CONDEMNATION
13.1. Termination due to Condemnation. If the Premises is taken in entirety by condemnation by LANDLORD, this Lease shall terminate as of the date of taking.
13.2 . Condemnation of Portion of Premises. If a portion of the Premises is tak.en by condemnation by LANDLORD, this Lease shall remain in effect, except that TENANT may elect to terminate this Lease if twenty-five (25 %) percent or more of the total square feet in the Premises is taken. Furthermore, the amount of rent shall be reduced by the loss of the portion of the Premises resulting from condemnation.
ARTICLE XIV: ASSIGNMENT OR SUBLEASE
14.1. Consent for Assignments and Subleases. TENANT shall not assign or encumber its interest in this Lease or in the Premises, or sublease all or any part of the Premises without LANDLORD’S prior written consent, which consent shall not be unreasonably withheld or delayed. Any assignment, encumbrance, or sublease without LANDLORD's written consent shall be voidable and, at LANDLORD's election, shall constitute an event of default of this Lease. No consent to any assignment, encumbrance, or sublease shall constitute a further waiver of any provision of this Lease. Notwithstanding the provisions of the above, TENANT may assign this Lease or sublet the Premises or any portion thereof, without LANDLORD's consent, to any entity which controls, is controlled by or is under common control with TENANT, or to any entity resulting from a merger or consolidation with TENANT, or to any person or entity which acquires all the assets of TENANT’s business as a going concern, provided that: (a) the assignee or sublessee assumes, in full, the obligations of TENANT under this Lease; (b) TENANT remains fully liable under this Lease; and (c) TENANT gives written notice to LANDLORD of such assignment or sublease.
18 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23]
14.2. No Assignments by Operation of Law. No interest of TENANT in this Lease shall be assignable by operation of law (including, without limitation, the transfer of this Lease by testacy or intestacy). Each of the following acts shall be considered an assignment unauthorized by LANDLORD:
a. If TENANT is or becomes bankrupt or insolvent, makes or attempts to make an assignment for the benefit of creditors, or institutes a proceeding under the Bankruptcy Act in which TENANT is the bankrupt party;
b. If a writ of attachment or execution is levied on this Lease; c. If, in any proceeding or action to which TENANT is a party, a receiver is appointed with authority to take possession of the Premises.
14.3. Unauthorized Assignments. An unauthorized assignment shall constitute a default by TENANT and LANDLORD shall have the right to elect to terminate this Lease, in which case this Lease shall not be treated as an asset of TENANT.
ARTICLE XV: WAIVER
15.1. No General Waivers. No delay or omission in the exercise of any right or remedy of LANDLORD on any default by TENANT shall impair such a right or remedy or be construed as a waiver.
15.2. Acceptance of Delinquent Rent not Waiver. The receipt and acceptance by LANDLORD of delinquent rent shall not constitute a waiver of any other default; it shall constitute only a waiver of timely payment for the particular rent payment involved.
15.3. No Acceptance of Sur render of Premises. No act or conduct of LANDLORD, including, without limitation, the acceptance, of the keys to the Premises, shall constitute an acceptance of the surrender of the Premises by TENANT before the expiration of the term. Only 19 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23] a notice from LANDLORD to TENANT shall constitute acceptance of the surrender of the Premises and accomplish a termination of the Lease, subject to damages for breach of contract.
15.4. Consent not Waiver. LANDLORD's consent to or approval of any act by TENANT requiring LANDLORD's consent or approval shall not be deemed to waive or render unnecessary LANDLORD's consent to or approval of any subsequent act by TENANT.
15.5. Waiver in Writing. Any waiver by LANDLORD of any default must be in writing and shall not be a waiver of any other default concerning the same or any other provision of the Lease.
ARTICLE XVI: RECORDATION
16.1. Recordation of Lease. This Lease or Memorandum of Lease, subject to the discretion of the City Clerk and City Attorney, shall be recorded against the Premises prior to TENANT taking physical possession of the Premises. A form Memorandum of Lease is set forth in Exhibit B, attached hereto and incorporated herein.
ARTICLE XVII: SURRENDER OF PREMISES; HOLDING OVER
17.1. Surrender at Termination. On expiration or not later than ten (10) calendar days after termination of the Term, TENANT shall return the Premises to its original condition, normal wear and tear excepted, and surrender to LANDLORD the Premises and all TENANT's improvements and alterations in good condition, except for ordinary wear and tear and except for alterations that TENANT has the right to remove or is obligated to remove under the provisions of this Lease. TENANT shall remove all its personal property within the above stated time.
TENANT shall perform all restoration made necessary by the removal of any alterations or TENANT's personal property within the time periods stated in this paragraph.
All movable partitions, business and trade fixtures, machinery and equipment, communications equipment and office equipment located in the Building and acquired by or for the 20 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23] account of TENANT , without expense to LANDLORD, which can be removed without structural damage to the Building , and all furniture, furnishings and other articles of movable personal property owned by TENANT and located in the Premises (collectively " TENANT’s Property") shall be and shall remain the property of TENANT and may be removed by TENANT at any time during the Term; provided that if any of TENANT’s Property is removed, TENANT shall promptly repair any damage to the Premises or to the Building resulting from such removal.
17.2. Disposition of Personal Property. LANDLORD can elect to retain or dispose of in any manner any alterations or TENANT's personal property that TENANT does not remove from the Premises upon expiration or termination of the Term as allowed or required by this Lease by giving at least ten (10) calendar days' notice to TENANT. Title to any such alterations or TENANT's personal property that LANDLORD elects to retain or dispose of upon expiration of the ten (10) calendar day period shall be deemed vested in LANDLORD. TENANT waives all claims against LANDLORD for any damage to TENANT resulting from LANDLORD's retention or disposition of any such alterations or TENANT's personal property. TENANT shall be liable to LANDLORD for LANDLORD's costs for storing, removing, and disposing of any alterations or TENANT's personal property.
17.3. Hold Harmless. If TENANT fails to surrender the Premises to LANDLORD on expiration or termination of the term as required by this Article, TENANT shall hold LANDLORD harmless from all damages resulting from TENANT's failure to surrender the Premises, including, without limitation, claims made by a succeeding TENANT resulting from TENANT's failure to surrender the Premises.
1 7.4. Holdover Rights. TENA NT shall have the right to holdover for up to three (3) months after expiration of termination of the Initial Term or an Extension. Such holdover shall be upon the same terms and conditions as this Lease except that rent shall be one-hundred and 21 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23] twenty-five percent (125%) of the last month’s rental amount at the end of the Term or Extension. In order to exercise this right, TENANT shall give LANDLORD four (4) months prior written notice of its exercise of this right.
ARTICLE XVIII: NOTICE
1 8.1. Notice. Any consent, approval, or communication that either party desires or is required to give the other party shall be in writing and may be delivered personally or by deposit in the U.S. mail, first class postage prepaid, addressed as follows:
LANDLORD TENANT
City of Roseville Fathom Cellars, LLC
City Manager Attn: Eric Goggans
311 Vernon Street 8113 Basswood Way
Roseville, CA 95678 Citrus Heights, CA 95621
With a copy to:
C
ity of Roseville
City Attorney
311 Vernon Street
Roseville, CA 95678
18.2. Change of Address. Either party may change its address by giving notice of the change of address to the other party. Notice shall be deemed received forty-eight (48) hours after the time of mailing, if mailed as provided in this section.
ARTICLE XIX: TERMINATION
19.1. Material Default. Any of the following events shall constitute a material default (or event of default) and breach of this Lease by TENANT:
a. A bandonment or vacation of the Premises or any substantial portion thereof (failure to occupy and operate the Premises for ten (10) consecutive calendar days without LANDLORD’s consent shall be deemed an abandonment and vacation). 22 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23] b. The making by TENANT of any general assignment or general arrangement for the benefit of creditors; or the filing by or against TENANT of a petition to have TENANT adjudged a bankrupt or a petition or reorganization or arrangement under any law relating to bankruptcy (unless, in the case of a petition filed against TENANT, the same is dismissed within thirty (30) calendar days); or the appointment of a trustee or a receiver to take possession of substantially all of TENANT's assets located at the Premises or of TENANT's interest in this Lease, where possession is not restored to TENANT within thirty (30) calendar days; or the attachment, execution or other judicial seizure of substantially all of TENANT's interest in this Lease, where such seizure is not discharged in thirty (30) calendar days. c. If TENANT has not complied in good faith with the terms and conditions of this Lease, LANDLORD may declare a default of this Lease. LANDLORD shall give TENANT a written notice of the default, after which TENANT shall cure the default within thirty (30) calendar days. If TENANT does not cure the default within thirty (30) calendar days, LANDLORD may terminate this Lease immediately.
d. If TENANT fails to pay rent, and/or any other amount due and payable hereunder upon the date when such payment is due, such failure continuing for a period of ten (10) business days following written notice from LANDLORD specifying the alleged default (“Payment Cure Period”), LANDLORD may terminate the Lease. In the event that LANDLORD does not receive payment during the Payment Cure Period, this Lease shall, at the option of LANDLORD, immediately terminate.
e. If TENANT violates any applicable law, rule, statute, ordinance, order, or regulation applicable to TENANT’s use of the Premises and does not cure such violation within 23 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23] thirty (30) calendar days of the date of the notice from the LANDLORD to TENANT, LANDLORD may immediately terminate this Lease.
19.2. Landlord’s Rights and Remedies. In addition to the remedies identified herein, upon the occurrence of a default (or event of default) by TENANT to perform or observe any material obligation of this Lease (after the expiration of all applicable notice and cure periods), LANDLORD shall be entitled to the following rights and remedies in addition to all other available rights and remedies:
a. Subject to expiration of all applicable notices and cure periods, LANDLORD shall have the right to terminate this Lease, and at any time thereafter recover possession of the Premises and expel therefrom TENANT and repossess the Premises without prejudice to any other available remedies by reason of TENANT’s default. b. This Lease shall continue in effect for so long as LANDLORD does not terminate TENANT’s right to possession, and LANDLORD may enforce all of its rights and remedies under this Lease, including without limitation the right to recover the rent as it becomes due without terminating this Lease.
c. Notwithstanding anything to the contrary, in the event that TENANT cannot reasonably cure the default within the cure period, but TENANT has commenced to cure the default within the cure period, then LANDLORD shall have no right to terminate the Lease, so long as the default is eventually cured within a reasonable period of time.
19.3. Landlord’s Default. If LANDLORD fails to perform any covenant, condition or agreement contained in this Lease within thirty (30) calendar days after receipt of written notice from TENANT specifying such default, or if such default cannot reasonably be cured within thirty (30) calendar days and LANDLORD fails to commence to cure within that thirty (30) calendar day period, then LANDLORD shall be liable to TENANT for any actual damages sustained by 24 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23] TENANT as a result of LANDLORD’s breach. If, after notice to LANDLORD of default, LANDLORD (or any first mortgagee or first deed of trust beneficiary of LANDLORD) fails to cure the default as provided herein, then TENANT shall have the right to cure that default at LANDLORD’s expense. TENANT, at TENANT’s election, shall have the right to withhold, reduce or offset any amount against any payments of rent or any other charges due and payable under this Lease.
19.4 Termination for Convenience. LANDLORD may terminate this Lease for convenience provided that sixty (60) days advance written notice of such termination is provided to TENANT.
ARTICLE XX: MISCELLANEOUS PROVISIONS
20.1. No Partnership or Joint Venture. LANDLORD shall not become or be deemed a partner or a joint venture with TENANT by reason of any provisions of this Lease.
20.2. Access to Records. Duly authorized representatives of LANDLORD shall have right of access during normal business hours to TENANT’s files and records relating to the use of the Premises, and may review the files and records at appropriate stages during TENANT’s use of the Premises.
20.3. Modifications. This Lease and each provision contained herein may be waived, amended, supplemented or eliminated only by mutual written agreement of the Parties.
20.4. Compliance with Laws. TENANT will comply with all federal, state and local laws, ordinances and policies as may be applicable to TENANT’s use of the Premises under this Lease.
25 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23]
20.5. Attorneys’ Fees; Venue; Governing Law. If either Party commences any legal action against the other party arising out of this Lease or the performance hereof, the prevailing Party in such action shall be entitled to recover its reasonable litigation expenses, including but not limited to, court costs, expert witness fees, discovery expenses, and attorneys’ fees. Any action arising out of this Lease shall be brought in Placer County, California, regardless of where else venue may lie. This Lease shall be governed by and construed in accordance with the laws of the State of California.
20.6. Force Majeure. If the performance under this Lease is prevented, restricted or interfered with by reason of lightning, earthquake or other act of God, embargoes, government ordinances or requirements, civil or military authorities, power outages or brownouts, or mechanical, electronic or communications failures, or other causes beyond the reasonable control of the Party whose performance is affected (excluding financial condition, labor shortage, negligence or willful misconduct), then the Party affected, upon giving prompt notice to the other Party, shall be excused from such performance on a day-for-day basis and the other party will similarly be excused from related performance; provided that the Party so affected shall use reasonable efforts to avoid or remove such causes of non-performance and both Parties shall proceed to perform their obligations with dispatch whenever such causes or removed or cease.
20.7. Integration. This is an integrated Lease, and contains all of the terms, considerations, understanding and promises of the Parties. It shall be read as a whole.
20.8. Severability. If any of the provisions contained in this Lease are for any reason held invalid or unenforceable, such holding shall not affect the remaining provisions or the validity and enforceability of the Lease as a whole.
20.9. Quiet Enjoyment. TENANT, upon paying the rent and performing all of its obligations under this Lease, shall peaceably and quietly enjoy the Premises, subject to the terms of 26 [B:\Economic Development\cmcd\Staff\Gina\Train Station Lease (2nd Floor) 6.28.23.doc: 6/28/23] this Lease and to any mortgage, lease, or other agreement to which this Lease may be subordinate; provided, however, that TENANT acknowledges that the Premises is in the direct vicinity of the Union Pacific Railroad railyard, and therefore the Premises is subject to frequent noise, vibration, smoke and dust associated with railyard activity.
20.10. Governing Agreement. In the event of any conflict between this Lease and its exhibits, the provisions of this Lease shall govern.
IN WITNESS WHEREOF, the City of Roseville, a municipal corporation has authorized the execution of this Lease in duplicate by its City Manager and attested to by its City Clerk under the authority of Resolution No. _________, adopted by the Council of the City of Roseville on the ___ day of ___________, 2022, and TENANT has caused this Lease to be executed.
LANDLORD: TENANT:
CITY OF ROSEVILLE, a Fathom Cellars, LLC, a
municipal corporation: Colorado limited liability company
BY:___________________________ BY:____________________________ DOMINICK CASEY Print name:______________________
City Manager Title:___________________________
ATTEST:
BY: __________ _
CARMEN AVALOS
City Clerk
APPROVED AS TO FORM:
BY: ___________ _
MICHELLE SHElDENBERGER
City Attorney
APPROVED AS TO SUBSTANCE:
BY J ~
/ ASON SHYKOWSKI
Public Works Director
EXHIBJT UST :
A. Memorandum of Lease
27 [B:\Economic Developme ntlcmcd\Stafl\Gina\ Train tation Lease (2nd Floor) 6.28.23.doc: 6/28/23] 28 EXHIBIT A
Memorandum of Lease
R
ECORDING REQUESTED BY AND
AFTER RECORDATION, MAIL TO:
C
ity of Roseville
311 Vernon Street
Roseville, CA 95678
Attn: City Clerk
E
XEMPT FROM RECORDING FEES PURSUANT TO GOV. CODE § 27383 THE UNDERSIGNED GRANTOR DECLARES:
DOCUMENTARY TRANSFER TAX IS $0.00 CITY TRANSFER TAX IS $0.00 This conveyance is exempt from the documentary transfer tax since the l ease term is less than 35 years per R & T §61 and §11911.
Space Above Line For Recorder's Use
MEMORANDUM OF LEASE
Th
is Memorandum of Lease is made and entered into this _____ day of __________________ 2023, by and between City of Roseville, a municipal corporation ("LANDLORD"), and Fathom Cellars, LLC, a Colorado limited liability company (hereinafter "TENANT"), who agree as follows:
1. L
ANDLORD leases to TENANT and TENANT leases from LANDLORD space within a building on real property located in the City of Roseville, County of Placer, State of California, Assessor’s Parcel Number 012-120-002, as more particularly shown in Exhibit A attached hereto and incorporated by reference herein (the "Leased Premises").
2. This Memorandum of Lease is made upon all the terms and conditions of that certain unrecorded Lease Agreement relating to the leased premises between LANDLORD and TENANT dated ________________, 2023 ("Lease Agreement") on file with the City Clerk, and all of said terms and conditions are incorporated by reference herein.
3. The term of the lease shall continue for a period of sixty (60) months, unless extended or earlier terminated according to the terms of the Lease Agreement. [
SIGNATURE BLOCKS APPEAR ON FOLLOWING PAGE]
I
N WITNESS WHEREOF, upon the day and year first hereinabove written, the respective Parties hereto have executed this Memorandum of Lease, personally or by officers or agents thereunto duly authorized.
L
ANDLORD: TENANT:
C
ITY OF ROSEVILLE, a Fathom Cellars, LLC, a
municipal corporation: Colorado limited liability company B
Y:___________________________ BY:____________________________ DOMINICK CASEY Print name:______________________
City Manager Title:___________________________
[
NOTARIZATION OF SIGNATURES REQUIRED]
E
xhibit A
to Memorandum of Lease
Legal Description
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: 201 Pacific Street – Lease Agreement
Project Location(s): 201 Pacific Street (APN 012-120-002-000), Roseville, CA
Project Description: The project is a 5-year lease agreement for the approximately 1,000- square foot vacant second floor space of the Roseville Train Station located at 201 Pacific Street.
Public Agency Approving Project: Roseville City Council
Agency/Individual Carrying Out Project: City of Roseville City Manager's Office/Economic Development
Reason why this Project is Exempt: This project qualifies for a Class 1 Exemption as described in Section 15301 of the California Environmental Quality Act (CEQA) guidelines which states:
“Class 1 consists of the… leasing of public or private structures, …facilities… involving negligible or no expansion of existing or former use… Examples include but are not limited to: ( a) Interior or exterior alterations involving such things as interior partitions, plumbing, and electrical conveyances.
The project involves the leasing of an existing public structure or facility, wh ich will have the same purpose and capacity as the existing facilities . Therefore, the Class 1 Exemption is applicable to the proposed project.
Lead Agency Contact Person: Gina McColl, City Manager's Office/Economic Development, 311 Vernon Street, Roseville, CA 95678 (916) 774-5452.
Signature: Date: 7-11-2023
Jessica Lynch, Environmental Coordinator
City of Roseville
COUNCIL COMMUNICATION
CC #:
2847
File #:
0800-02
Title:
Regional Water Authority - Amended and Restated Common Interest, Management Services, and Cost Share Agreement
Contact:
Sean Bigley 916-774-5513 [email protected]
Meeting Date: 8/2/2023
Item #: 7.2.
RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution to authorize the City Manager to execute the
Amended and Restated Common Interest, Management Services (CIMS) and Cost- Share Agreement for Coordinated Participation in Proceedings relating to the Sacramento-San Joaquin River Bay Delta.
BACKGROUND
On December 15, 2013, the cities of Folsom, Roseville, Sacramento, Placer County Water Agency, Sacramento County Water Agency, Sacramento Suburban Water District and the San Juan Water District, entered into a Joint Defense Agreement (JDA) to protect the parties' water rights and water supplies and help facilitate the review, analysis and comment on the state’s Bay Delta Conservation Plan (BDCP).
Ultimately, the BDCP effort was abandoned in favor of a new, somewhat similar state proposal branded as “CalWaterFix” and “EcoRestore,” which was later renamed as the Delta Conveyance Project.
Since then, these JDA partners have collaborated on the following issues of regional and statewide importance and impact:
• Delta Conveyance Project;
• The State Water Resources Control Board’s Bay Delta Water Quality Control Plan and the Voluntary Agreement process;
• The Bureau of Reclamation’s Operations Criteria and Plan (OCAP); • Development and implementation of Biological Opinions related to Central Valley Project (CVP) and State Water Project operations;
• Water Forum’s Flow Management Standard;
• Matters related to protect stored water in Folsom Reservoir from unauthorized diversion or use of water;
• Participation in adversarial quasi-legislative or quasi-judicial administrative proceedings; and • Participation in pre-litigation and litigation activities in state and/or federal courts.
Work done under these amended agreements is confidential and protected under attorney-client privilege.
In 2021, the American River parties terminated the original JDA along with its four amendments and replaced them with a proposed Common Interest Agreement (CIA).
This CIA accompanied the Major Projects Management Services Program (MPMS) that the Roseville City Council approved on December 16, 2020, which contained the reimbursement mechanism and related budget.
Under the approved CIA, the City of Roseville worked as part of a Steering Committee with Carmichael Water District, City of Folsom, City of Sacramento, El Dorado Irrigation District, Golden State Water Company, Placer County Water Agency, Sacramento County Water Agency, Sacramento Suburban Water District, and San Juan Water District, under coordination by the Regional Water Authority (RWA). The CIA dictates the terms of this interagency collaboration and such collaborations are bound by confidentiality to protect the participating agencies and the region’s strategic interests.
As part of the approved Major Services Program agreement, RWA hired a Manager of Strategic Affairs to coordinate the region’s efforts to defend and protect American River water interests during upcoming proceedings related to the update of the State Water Resources Control Board’s Water Quality Control Plan. These proceedings will have profound impacts upon the health of the Lower American River as well as reservoir levels at Folsom Reservoir for many years to come. These proceedings may also offer an alternative pathway towards resolution on this matter through negotiations of Voluntary Agreements with the State of California, water agencies and the Bureau of Reclamation.
On July 8, 2022, the San Juan Water District (SJWD) was sent a letter from the CIA parties informing the SJWD that pursuant to subdivision (b) of Paragraph 5 of the “Common Interest and Cost-Share Agreement for Coordinated Participation: Bay-Delta Water Quality Control Plan Amendments” (CIA), eight of the Water Purveyor Parties, on July 5, 2022, voted to remove SJWD from the CIA. Cause for this removal stemmed from SJWD pursuing an independent advocacy strategy related to Bay-Delta matters, without consultation among the other CIA parties.
This removal of the SJWD required the CIA parties to re-examine the agreements in place to evaluate the confidentiality terms as well as the financial impacts related to the removal of a CIA party, in this case SJWD.
On April 26, 2023, Roseville staff received a letter from the RWA with a new Common Interest Management Services (CIMS) Agreement, which supersedes the former CIA Agreement as well as the MPMS Agreement.
Additionally, Roseville staff received a letter from the RWA on June 8, 2023, which delineated the costs for the program going forward, which reallocates the costs for the remaining parties, given SJWD’s ejection from the group.
FISCAL IMPACT
Roseville’s cost for participation in this coordinated effort for FY2023-24 is $38,961.93. The total cost of the regional effort is $328,500 with participation by the Carmichael Water District, City of Folsom, City of Roseville, City of Sacramento, El Dorado Irrigation District, El Dorado Water Agency, Golden State Water Company, Placer County Water Agency, Sacramento County Water Agency, Sacramento Municipal Utilities District and Sacramento Suburban Water District.
Roseville’s $38,961.93 share will be paid from the existing budget within the Water Utility Administration FY2023-24 budget, funded from the Water Operations Fund which receives revenue from water utility sales.
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 Common Interest Management Services (CIMS) Agreement meets the above criteria and is not subject to CEQA. No additional environmental review is required.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal B - Support community engagement and advocacy
Respectfully Submitted,
Sean Bigley, Environmental Utilities Assistant Director Richard Plecker, Environmental Utilities Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
Resolution 23-325
CIMS Agreement
Reference - BOSS Agreement
Reference - CIA Agreement
RESOLUTION NO. 23-325
APPROVING THE AMENDED AND RESTATED COMMON INTEREST, MANAGEMENT
SERVICES AND COST SHARE AGREEMENT, BETWEEN THE CARMICHAEL WATER
DISTRICT, CITY OF FOLSOM, CITY OF ROSEVILLE, CITY OF SACRAMENTO, EL
DORADO IRRIGATION DISTRICT, GOLDEN STATE WATER COMPANY, PLACER
COUNTY WATER AGENCY, REGIONAL WATER AUTHORITY, SACRAMENTO
COUNTY WATER AGENCY, SACRAMENTO SURBURBAN WATER DISTRICT,
SACRAMENTO MUNICIPAL UTILITY DISTRICT, AND EL DORADO WATER AGENCY,
AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT
ON BEHALF OF THE CITY OF ROSEVILLE
WHEREAS, on December 15, 2013, the cities of Folsom, Roseville, Sacramento, Placer County Water Agency, Sacramento County Water Agency, Sacramento Suburban Water District and the San Juan Water District, entered into a Joint Defense Agreement (JDA) to protect the parties' water rights and water supplies and help facilitate the review, analysis and comment on the state’s Bay Delta Conservation Plan (BDCP); and
WHEREAS, the BDCP was ultimately abandoned, but the JDA partners continued to collaborate on regional and statewide issues; and
WHEREAS, in 2021, the American River parties terminated the original JDA along with its four amendments and replaced them with a proposed Common Interest Agreement (CIA); and
WHEREAS, on July 5, 2022, the CIA parties voted to remove the San Juan Water District from the CIA, which in turn required the other parties to re-examine the agreements in place; and
WHEREAS, the Amended and Restated Common Interest, Management Services and Cost-Share Agreement for Coordinated Participation in Proceedings relating to the Sacramento- San Joaquin River Bay Delta, has been reviewed by the City Council.
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that the Amended and Restated Common Interest, Management Services and Cost-Share Agreement for Coordinated Participation in Proceedings relating to the Sacramento-San Joaquin River Bay Delta 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
COUNCIL COMMUNICATION
CC #:
2842
File #:
1001-02 & 0400-04-02-1
Title:
Northeast Roseville Specific Plan Parcels 5A and 5B - Summary Vacation Contact:
Kinarik Shallow 916-746-1309 [email protected]
Meeting Date: 8/2/2023
Item #: 7.3.
RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution to summarily vacate a 1,140-square- foot portion of the existing Public Utility Easement at 550 N Sunrise Avenue.
BACKGROUND
The project site is located on Parcels 5A and 5B of the Northeast Roseville Specific Plan (NERSP), at the northwestern corner of Eureka Road and N Sunrise Avenue (see Attachment 1 – Vicinity Map). The site is developed with a parking lot that serves the surrounding uses, which consist of medical office buildings, United Artists Theatres, and Chicago Fire Restaurant. The project site has a
zoning designation of Regional Commercial/Special Area-Northeast Roseville Specific Plan (RC/SA-NE) and Business Professional/Special Area-Northeast Roseville Specific Plan (BP/SA-NE),
and a
land use designation of Community Commercial/Regional Commercial (CC/RC) and Business Professional (BP).
The subject parcel is Parcel 2 of the parcel map for Lot 8 of the Northeast Plan Unit No. 2, which was recorded in August 1995. On May 15, 2023, the Planning Division approved a Lot Line Adjustment (LLA) between Parcel 2 and Parcel 3, which contains the existing Chicago Fire Restaurant. The LLA would add approximately 1,140 square feet of area to Parcel 3 to enable the future addition of a patio area for the restaurant. The LLA included a condition to summarily vacate the existing easement prior to recordation of the LLA to avoid any conflicts. To satisfy the condition, the current request is an abandonment of the 1,140-square-foot portion of the easement (see Exhibit A – Easement Abandonment).
Government Code Section 8300 et. seq. (Streets and Highways Code) states that an easement may be terminated (vacated) by adopting a resolution of vacation. There are two pathways for vacation: summary or general. An abandonment request for a public utility easement (PUE) is eligible for the simpler summary vacation when any one of the three potential conditions applies:
1 .
The easement has not been used for the purpose for which it was dedicated or acquired for five consecutive years immediately preceding the proposed abandonment. 2 .
The easement has been in place for less than five years (making it ineligible for condition 1 above), but has been in place for at least a year and has not been used for the purpose for which it was dedicated or acquired.
3 .
The need for the easement has been superseded by relocation, and there are no other public facilities in the easement.
The PUE was originally recorded with the parcel map for Lot 8 in 1995, but there are no utilities currently within the easement, nor have there been utilities within the easement for the past five years.
The proposed easement vacation was routed to all utilities which could be affected by the project, and no objections were received. For these reasons, staff concludes that condition 1 (as described above) for a summary vacation applies and recommends approval of the vacation request.
FISCAL IMPACT
There will be no fiscal impact to the City.
ENVIRONMENTAL REVIEW
The approved project which required the abandonment was categorically exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15305(a) pertaining to Minor Lot
Line Adjustments and pursuant to Section 305 of the City of Roseville CEQA Implementing Procedures.
The summary vacation is consistent with the prior project and is exempt from the provisions of CEQA pursuant to Section 15305 for Minor Alterations in Land Use Limitations.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal F - Invest in well-planned infrastructure and growth
Respectfully Submitted,
Kinarik Shallow, Associate Planner
Mike Isom, Development Services Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
Attachment 1 Vicinity Map
Resolution 23-322
Vicinity Map
City of Roseville, Nearmap, Maxar
Roseville Parcel
Roseville Street Label
7/3/2023, 9:30:48 AM 0 0.06 0.120.03 mi
0 0.1 0.190.05 km
1:4,514
City of Roseville - Development Services
City of Roseville | Development Services
ATTACHMENT 1
RESOLUTION NO. 23-322
ORDERING SUMMARY VACATION OF A PORTION OF A PUBLIC UTILITY EASEMENT AT 550 N SUNRISE AVENUE
BE IT RESOLVED by the City Council of the City of Roseville as follows:
WHEREAS, in accordance with the provisions of Section 8333, et seq., of the Streets and Highways Code (Chapter 4, Summary Vacation), it is hereby found that a portion of a public utility easement at 550 N Sunrise Avenue, described in Exhibit A and depicted in Exhibit B, attached hereto and incorporated herein by reference, is no longer needed, and there are no other public facilities in the easements; and
WHEREAS, the easements have not been used for the purpose for which they were dedicated or acquired for five consecutive years immediately preceding the proposed abandonment; and
IT IS HEREBY ORDERED:
1. That the portion of the public utility easement at 550 N Sunrise Avenue described in Exhibit “A” and depicted in Exhibit “B” is hereby vacated pursuant to Streets and Highways Code Section 8335, and shall, as of the date of adoption of this resolution, no longer constitute a public utility easement; and
2. The City Manager is hereby authorized to execute any other documents required to effectuate the conveyance of the abandoned/vacated easement to the respective property owners; and
3. The City Clerk is hereby directed to cause a certified copy of this Resolution and Order, attested to by said Clerk under the seal of the City of Roseville, to be recorded in the Office of the County Recorder, and take any other actions necessary to effectuate the intent of this Resolution and Order.
PASSED AND ADOPTED by the Council of the City of Roseville this day of , 2023, by the following vote on rollcall:
AYES COUNCILMEMBERS:
NOES COUNCILMEMBERS:
ABSENT COUNCILMEMBERS:
MAYOR
ATTEST:
City Clerk
COUNCIL COMMUNICATION
CC #:
2841
File #:
0800-03
Title:
California Greenhouse Gas Cap-and-Trade Program – 2024 Greenhouse Gas Allowance Allocation and Reallocation of Existing Funds Contact:
David Siao 916-746-1613 [email protected]
Meeting Date: 8/2/2023
Item #: 7.4.
RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution directing all 326,772 of the City’s 2024 Greenhouse Gas (GHG) allowances to Roseville’s limited use holding account for consignment to the 2024 California Air Resources Board (CARB) auctions. Staff also recommends allocating the expected 2024 auction proceeds to fund the Advanced Metering Infrastructure (AMI) project, as well as reallocating past unspent or unallocated proceeds to fund the AMI project.
BACKGROUND
As part of the State's Cap and Trade Program, Roseville Electric Utility receives annual allocations of GHG allowances for certain programs or projects, and for meeting compliance obligations. Roseville Electric Utility must designate how to split the allowances for these purposes, including designating the allowances to the corresponding accounts.
Allowances placed in the limited use holding account will be auctioned and the electric utility will receive the proceeds with conditions on how the funds may be spent. Those restrictions on the funds must be used for the benefit of retail ratepayers; used consistent with the goals of Assembly Bill 32; used for the primary benefit of entities or persons other than the ratepayers; and, used to meet compliance obligations for electricity sold into the California Independent System Operator markets.
The City Council has legal and fiscal responsibility under the California Greenhouse Gas Cap- and-Trade Program and must approve the use of all GHG allowances. Each calendar year, the City Council must approve the allocation of the succeeding calendar year’s allowances for meeting compliance obligations or selling them in the auction for proceeds.
Roseville Electric Utility has sufficient GHG allowances to meet future compliance obligations and is recommending that the 2024 GHG allowances be consigned to auction, with the proceeds being allocated to fund the AMI Project. Staff also recommends reallocating past unspent or unallocated proceeds to fund the AMI project.
FISCAL IMPACT
The value of the 2024 allowances is estimated at approximately $9.6 million, and the value of existing unallocated and reallocated auction proceeds is approximately $5.2 million. The Electric Department plans to return to City Council with a budget adjustment for the revenue from the GHG sale proceeds at a later date. As a result, there is no financial impact to customers.
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 the 2024 Greenhouse Gas Allowance Allocation meets the above criteria and is not subject to CEQA. No additional environmental review is required.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A - Remain fiscally responsible in a changing world
Respectfully Submitted,
David Siao, Electric Resources Planner
Dan Beans, Electric Utility Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
Resolution 23-321
RESOLUTION NO. 23-321
APPROVING THE ALLOCATION OF 326,772 OF CITY’S 2024 GREENHOUSE GAS
CAP-AND-TRADE PROGRAM ALLOWANCES
WHEREAS, the City Council approved the Roseville Greenhouse Gas Cap-and-Trade Program in August 2012 and updated said program in February 2013; and
WHEREAS, this program defines how Roseville Electric will use the emission allowances it receives from the State each year; and
WHEREAS, each year the City must allocate the following calendar year’s allowances between those used to meet its direct compliance obligation and those to be auctioned with Roseville receiving the proceeds;
WHEREAS, the City’s 2024 allocation of Greenhouse Gas Cap-and-Trade Program allowances is 326,772; and
WHEREAS, staff recommends all 326,772 of the City’s 2024 Greenhouse Gas (GHG) allowances to Roseville’s limited use holding account for consignment to the 2024 California Air Resources Board (CARB) auctions; and
WHEREAS, staff also recommends allocating the expected 2024 auction proceeds to fund the Advanced Metering Infrastructure (AMI) project, as well as reallocating past unspent or unallocated proceeds to fund the AMI project.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Roseville that it hereby approves all 326,772 of the City’s 2024 Greenhouse Gas (GHG) allowances to Roseville’s limited use holding account for consignment to the 2024 California Air Resources Board (CARB) auctions.
BE IT FURTHER RESOLVED that the expected 2024 auction proceeds as well as past unspent proceeds, fund the Advanced Metering Infrastructure (AMI) project.
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
COUNCIL COMMUNICATION
CC #:
2844
File #:
0704
Title:
Parks Design & Construction Standards - 2023 Update
Contact:
Joel De Jong 916-774-5924 [email protected]
Meeting Date: 8/2/2023
Item #: 7.5.
RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution approving the 2023 revisions of the Parks Design & Construction Standards, effective August 3, 2023.
BACKGROUND
The Parks Construction Standards is a guiding document that outlines design and construction standards applied to parks (neighborhood and city-wide), and streetscapes. This document is updated every two years in order to ensure new codes, regulations and requirements are updated or added, address typographical errors, provide clarity in areas that may cause multiple interpretations or misinterpretations, and to ensure the latest technology in irrigation, lighting and other systems.
The revisions included in the July 2023 update include:
1. Correction of typographical errors and minor clarifications; and
2. Updated establishment process for streetscapes with large box trees; and
3. Addresses recent supply chain issues with site furniture from preferred manufacturer; and
4. Updated optional features on various site furnishings; and
5. Addresses new requirements for procurement of recycled organic waste set forth in SB1383; and
6. Updated irrigation specifications, including new central controller communications hardware, flow sensor model and recycled water filter; clarifications on pipe fittings and pipe installation; and
7. Updated the recommended tree and plant list; and
8. Revised standard Parks Details to reflect updated standards, as needed; and
9. Eliminate two details that were duplicative of Development Services standard details for bike trails.
Feedback from contractors and staff is collected over each two-year period which provides the basis for updates/revisions.
FISCAL IMPACT
The changes described above will have no fiscal impact to projects and could potentially reduce costs by identifying equipment and materials that are less labor intensive to install and maintain.
There is no General Fund impact.
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 (CEQA Guidelines §15061(b)(3). The Parks Design & Construction Standards update does not include the potential for a significant environmental effect, and therefore is not subject to CEQA.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A - Remain fiscally responsible in a changing world Goal E - Deliver exceptional city services
Goal F - Invest in well-planned infrastructure and growth
Respectfully Submitted,
Joel De Jong, Park Development Project Manager
Jill Geller, Parks, Recreation & Libraries Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
Resolution 23-324
Redlined 2023 Park Design & Construction Standards
RESOLUTION NO. 23-324
ADOPTING THE 2023 PARKS DESIGN & CONSTRUCTION STANDARDS
WHEREAS, in 1998, City Council adopted the Parks Construction Standards to provide consistency in the construction of City parks; and
WHEREAS, these standards are updated every two years to ensure that the requirements remain up-to-date and applicable to the current construction environment; and
WHEREAS, the City Council has reviewed the proposed revisions of the Parks Design & Construction Standards, a copy of which is on file with the City Clerk.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Roseville that the 2023 Parks Design & Construction Standards, effective August 3, 2023, is hereby adopted.
PASSED AND ADOPTED by the Council of the City of Roseville this day of , 2023, by the following vote on roll call:
AYES COUNCILMEMBERS:
NOES COUNCILMEMBERS:
ABSENT COUNCILMEMBERS:
MAYOR
ATTEST:
City Clerk
[C:\Program Files (x86)\neevia.com\docConverterPro\temp\NVDC\5BA5A0EF-E82A-45B9-83F0-8C3575E4775C\Roseville.36230.1.00079868.DOC: 07/13/2023] Parks Design & Construction
Standards
July 2023 Edition
316 Vernon Street, Suite 400
Roseville, California 95678
www.roseville.ca.us
In order to ensure the most up-to-date version,
hard copies of the Buildings & Grounds Section
is provided as a supplemental. In all cases, the
Buildings & Grounds Section is considered a part
of these Parks Construction Standards.
REDLINE COPY
FOR COUNCIL APPROVAL ONLY
The next update to these standards will be in July 20232025.
PREFACE
The purpose of these construction standards is to set a minimum standard to be applied to the design and construction of park and streetscape projects within the City of Roseville. These standards ar e intended to apply to City-generated projects as well as Developer-generated (“Turn-Key”) projects. To maintain a standard level of consistency, these requirements shall be applied by all Consultants, Developers, and Contractors.
Standard Construction Practice methodology has been applied to the creation of these standards. It is difficult to ant icipate all situations, which may require the use of these standards, therefore, modifications, on a case-by-case basis, may be necessary.
Proposed changes shall be reviewed by the Pa rks, Recreation & Libraries department prior to any modifications. These standards are not intended to replace federal, state, or local codes.
This document is organized into six sections:
The first section discusses design guidelines and expectations.
The second section outlines constructi on document preparat ion, Developer responsibilities for “Turn-Key” projects and inspection requirements.
The third section references the City of Roseville’s General Conditions for Buildings and Grounds. (See supplemental)
The fourth section includes the Park’s st andard for technical specifications, section numbers, and formatting. Thes e specification sections make up the “backbone” of the specification package. Additional information and specifications sections will and should be added by the Consultant to ensure that all project parameters are included in the final package. The Cit y of Roseville Department of Public Works Design and Construction Standards is referenced as it appl ies to the type of work required to be performed.
The fifth section contains the standard forms that would apply to each construction project.
Lastly, the sixth section contains the standard details typically used in a park project.
These details are those that can and sh ould be standardized. Additional details specific to the project ar e to be prepared by the Cons ultant and included in the contract documents.
PARKS CONSTRUCTION STANDARDS
Table of Contents
Section 1: Design Guidelines
City Department Key Contacts
Roseville Parks & Recreation Values
Section 1A : Design Preliminaries
Section 1B : Design Development
Section 2: Construction Documents
Construction Documents for Parks
Construction Documents for Streetscapes
Section 3: General Conditions for Building and Grounds
Refer to Supplemental Publication
Section 4: Technical Specifications
i: Table of Contents
Section 00 31 46: Permits
Section 01 10 00: Summary of Work
Section 01 57 23: Storm Water Pollution Control
Section 03 30 00: Site Concrete
Section 04 20 00: Unit Masonry
Section 05 12 00: Structural and Misc. Steel
Section 09 91 00: Painting and Finishes
Section 12 93 00: Site Furnishings
Section 26 00 00: Site Electrical
Section 31 10 00: Clearing and Grubbing
Section 31 20 00: Earthwork
Section 32 12 16: Asphalt Concrete Paving
Section 32 15 40: Decomposed Granite Paving
Section 32 31 13: Chain Link Fencing
Section 32 32 19: Modular Concrete Retaining Walls
Section 32 84 00: Irrigation System
Section 32 90 00: Planting
Section 33 00 00: Utilities
Section 5: Forms & Quality Expectations
Application and Certificate for Payment
Continuation Sheet
Request for Field Instruction
Change Order
Project Schedule Sample
Submittal Summary
Park Improvement Inspection Card
Streetscape Inspection Card
Irrigation Color Schematic Requirements
Water Audit (Process and Checklist)
Cue Cards and Expectation Tri-folds
Section 6: Details
Section 1:
DESIGN GUIDELINES
Parks, Recreation & Libraries Department
Parks, Recreation & Libraries Department Section 1: Design Guidelines
The next update to these standards will be in July 20212025.
City Departmental Key Contacts
Department Phone Number (916)
Parks & Recreation,
Park Development
772-PLAY (7529)
Development Services,
Building Division
(Structural)
774-5332
Electric 797-6937
Inspection Line
(Structural, Plumbing &
Electrical)
774-5332
Development Services,
Engineering Division
(Right-of-way Improvements
& SWPPP)
746-1300
Environmental Utilities 774-5770
Planning 774-5276
Permit Center Open to public: M-F
8 a.m. - 4 p.m. at
311 Vernon Street
Parks, Recreation & Libraries Department Section 1: Design Guidelines
The next update to these standards will be in July 20212025.
Roseville Parks, Recreation & Libraries Values
Parks, Recreation & Libraries Mission
To enhance lives and the community by providing exceptional experiences.
Parks, Recreation & Libraries Vision
To be the leader in creating a healthy community through progressive, sustainable & memorable experiences.
Parks, Recreation & Libraries Values
Fun & Celebration
Innovation
Learning
Creativity
Health & Wellness
Community
People
Stewardship
Safety
Inclusion
Diversity
Collaboration
Values in Our Partners (Consultants, Contractors, Developers, Others) Responsiveness
Creative and Innovative
Team Work
Fiscally Responsible
Timeliness
Human Design Bias
Place-making orientation
Learners-Teachers
High Tech-High Touch
Honesty and Ethics
The focus in all projects should be creating areas for social interaction for people oriented experiences/outcomes. Each space should offer, at minimum, an opportunity to learn and grow, interact and be social through a variety of positive active/programmed and passive/self-directed activities, which are aesthetically pleasing and are safe, clean and green.
Section 1A:
DESIGN PRELIMINARIES
Parks, Recreation & Libraries Department
Parks, Recreation, & Libraries Department Section 1A: Design Preliminaries
The next update to these standards will be in July 20212025.
Design Guidelines and Preferred Materials Checklist
These guidelines do not replace adopted Specific Plan Design Guidelines for landscape medians and street frontages. These Specif ic Plan Design Guidelines also contain conceptual guidance for improved park amenities. For all master plans, the proposed design shall include elements outlined in the adopted Specific Plan to the extent possible.
Grading
Do not grade turfed slopes greater than 4:1 (25%) as it cannot be easily mowed. If possible, provide a 60” minimum flat bench at top of slope. Crown playing fields such as baseball, so ftball, and soccer, at a minimum of 1.5%, preferably 2%.
Consider spectator areas when grading the play field sidelines. Provide adequate level areas for spectator seating.
Provide for a not-to-exceed 2% cross slope on walkways, unless it can be demonstrated that compliance of the 2% cr oss slope negatively impacts the usability of the park.
Longitudinal slopes on walks may vary when ne cessary given the site-specific terrain.
Do not exceed 20:1 (5%) without providing handrails per the ADA regulations and the California Title 24 Building Code.
Ensure compliance with Americans with Disabilities Act of 1990 (ADA), California Title 24 Building Code (Title 24) and minimize the need for handrails whenever possible. Hard court surfaces shall be graded at 1%.
Obtain the current standard notes for grading from the Public WorksDevelopment Services Engineering Division. These can be found online. Comply with the City of Roseville Oak Tree Ordinance. Slopes greater than 3:1 are not permitted. If unavoidable circumstances arise during construction, a solution for future erosion of bark and soils must be provided for all slopes greater than 3:1. A drainage plan showing a constructed drainage solution must be provided. An example is to place drain inlets at point discharges and a swale two feet from back of walk. Approval of the proposed drainage solution must be obtained from the Parks and Recreation Department prior to installation.
Drainage
Confirm and indicate depth of storm drain stub.
Locate all clean-outs OUTSIDE of the play area, within planting or turf. Provide a combination system using a main drain inlet and a perforated pipe (in a drain rock filled trench) drainage system to ca pture long runs or isolated areas within the play area. Slope subgrade to drain inlets.
Do not locate drains within or immediately adjacent to a play field. Do not use drop inlets smaller than sixteen inches (16”) square or diameter for landscape areas and twenty-four inches (24”) minimum for all other areas. Drop inlets shall be concrete.
Refer to Parks Standard Construction Details and Public Works Design and Construction Standards. Ensure the plan reference is to the most recent edition. For swales in planted or turf areas, ensure a minimum slope of 2%. Avoid swales in turf whenever possible.
Do not sheet drain from planted or landscape areas across hardscape.
Parks, Recreation, & Libraries Department Section 1A: Design Preliminaries
The next update to these standards will be in July 20212025. Manholes shall be 48” square (minimum) and per the Public WorksDevelopment Services Design and Construction Standards.
For storm drain stubs to future phases of work, cap or install a riser above the silt line. Do not place drains within the Oak tree canopy.
Chain Link Fencing
Where fencing is related to a specific facility , i.e. tennis courts, etc., install black vinyl coated fabric, posts and fittings, whenever budget allows.
Site Furniture
Do not specify wood furniture.
Use only in-ground mounted site furniture, except drinking fountains and trash receptacles, unless otherwise approved by project manager. All site features, including planter and sound walls shall be sealed with two coats of anti-graffiti sealant in compliance with the Public WorksDevelopment Services Design and Construction Standards. Site furniture, i. e. benches, picnic tables, etc. shall be coated with anti-graffiti finishes.
Planters, seat walls and retaining walls shall be designed to prevent skateboarding.
This shall be an integral part of the overall design. Third party “add-ons” shall be prohibited.
Colors “to be selected by the City”. Select furniture that provides compatible colors with the play components.
Provide a two-foot (2’) clearance between hardscape edges and site furnishings. Provide a minimum four-foot (4’) clear ance between picnic tables or other obstructions on a minimum of one side for each table.
Parks, Recreation, & Libraries Department Section 1A: Design Preliminaries
The next update to these standards will be in July 20212025.
Preferred Materials List
(While materials and equipment are listed as preferred, it shall be understood to include “or accepted equal” as stipulated in the standard specifications.)
Description Model # Manufacturer Distributor Comments
Backstops
(Permanent)
Shall be per PK-45 or PK-
46 and PK-50Obtain
preferred configuration
from project manager
Backstops
(Portable) 1204-12 Patterson
Williams
Miracle Play
Group
(916) 317-0545
or accepted equal.
Ball Field Mix
60/40 red
lava and
clay loam
Valley Cascade
Rock
916-383-
1300916-652-
7209
or accepted equal.
Barbecue Pits #200-X Iron Mountain
Forge
All About Play
(800) 788-8855
Heavy duty, black or
accepted equal.
Basketball
Courts Concrete with fiber mesh,
except with prior approval.
Basketball
Goals
1513-26-44
#29
backboard
perimeter
Patterson
Williams
Miracle Play
Group
(916) 317-0545
6’ offset, #4435 net and
#44 goal, #26 ¼”
rectangular heavy-duty
solid steel, powder-coated
backboard with #29
perimeter, lifetime
warrantee. Dual
post
Tomark Sports (800) 959-1844
TF7174 (rim)
PP10172
(net)
TFS172
(backboard)
TF7175
(stand)
Wausau Tile (800) 231-4836
6’ offset, heavy-duty chain
net, aluminum rectangular
powder-coated backboard.
Single pre-cast concrete
post.
or accepted equal.
Benches
‘SG’ Series
Signature
Series
Wabash Valley
Miracle Play
Group
(916) 317-0545
Expanded Perforated
metal, PVC coated, in-
ground mount or accepted
equal. ***Due to current
lead time issues, contact
PM for accepted alternate
manufacturers.***
Bike Racks
WBR-700 L.A. Steelcraft
Products
Ross Recreation
(916) 985-6349
7’ loop (ribbon-style), 2-
3/8” O.D Powder coated
709 Miracle Dale Green
& Associates
Loop style, powder coated
or accepted equal.
Formatted: Font: Not Bold
Parks, Recreation, & Libraries Department Section 1A: Design Preliminaries
The next update to these standards will be in July 20212025. (916) 672-0112
Bollard shall be per detail PK-39.
Chain Link
Fencing
Standard 9
gauge
fabric
Per Standard
detail PK-40
At play courts, all parts (i.e.
posts, fabric, fittings) black
vinyl coated, unless
otherwise acce
pted.
Preferred Materials List
(While materials and equipment are listed as preferred, it shall be understood to include “or accepted equal” as stipulated in the standard specifications.)
Descriptio
n Model # Manufacturer Distributor Comments
Booster Pump
V-Power
Equipment,
Inc.Custom Pump
(888) 830-8025
Sizes required by
irrigation system or
accepted equal.
Water
Feature
Controller
Water Odyssey
Sizes required by water
play features or
accepted equal.
Drinking
Fountains
#10145
SM440
Most Dependable
Fountains (800) 821-9838
Bottle filler, dual bowl
and accessible Dual bowl
with jug filler & Include
recessed hose bib with
locking cover, stainless
steel control valves with
o-rings, and external
stainless steel surface
mount carrierstainless
steel carrier surface
option and black powder
coated finish.. Jug fillers
to be added only at field
complexes with 2 or
more fields. All drinking
fountains to connect to
sanitary sewer lines
where feasible
Light Pole
RT34-14 16
DE BLK
TXT 30-30
Whatley
14’ 16’ nominal mounting
height, round tapered,
direct burial pole.
Finish: Black
(This item is available at
Central Stores.)
Lights
(Security/
Whenever possible,
match existing
Parks, Recreation, & Libraries Department Section 1A: Design Preliminaries
The next update to these standards will be in July 20212025.
Pathway) streetlights and use an
LED fixture
Lights
(Parking lot)
Verify fixture style
with Project
Mana
ger
150 W HPS. 20’ straight
steel pole. Finish: Black
Park
Identification
Sign
City
Standard
PK-28
Quick Crete
Products
Norco, CA
(916) 447-8644
Concrete
Outdoor Creations
Inc. (530) 365-6106
Park
Namesake Bio
Sign
KVO Industries,
Inc. (707) 573-6868 Information provided by
City.
Playground
Rules Sign
City
Standard
PK - 24
Gopher Sign
Company (651) 698-5095 Or accepted equal
Preferred Materials List
(While materials and equipment are listed as preferred, it shall be understood to include “or accepted equal” as stipulated in the standard specifications.)
Descriptio
n Model # Manufacturer Distributor Comments
Picnic Tables ‘SG’ series Wabash Valley
Miracle Play
Group
(916) 317-0545
Expanded Perforated
metal, PVC-coated, in-
ground mount. Select 6’
long tables with double
legs and cross braces.
Specified tables shall not
have umbrella holes.
***Due to current lead
time issues, contact PM
for accepted alternate
manufacturers.***
Garbage Cans Urbanscape
“FG Style” Wabash Valley
Miracle Play
Group
(916) 317-0545
Specify solid dome top,
32 gallon size with
receptacle, surface
mounted Due to recent
changes in waste
management regulation,
contact project manager
for preferred models.
Tennis Court
Posts/Net 2205 Patterson
Williams
Miracle Play
Group
(916) 317-0545
3” sq. posts, black vinyl
coated, removable brass
tension handle. Heavy
duty net or accepted
e
qual.
Parks, Recreation, & Libraries Department Section 1A: Design Preliminaries
The next update to these standards will be in July 20212025.
Volleyball
Posts 2219-20 Patterson
Williams
Miracle Play
Group
(916) 317-0545
4” O.D. posts, 11’-6” long
w/fixed eyelets, self-
securing rope clamp, 4”
stainless steel cable
o
ption or accepted equal.
Volleyball Net PBN4
Volleyballusa.com
Volleyball
Sand
Mortar #1
Masonry
Sand
Hasties Capitol
Sand & Gravel (916) 989-4600
Softball Bases
and Pitching
Rubber
10355
Enduro
Bury-In Home
Plate
Tomark Sports
(800) 959-1844
1/field
10390 Step-Down
Pitching Rubber 2/field
10053 and
10050
Saf-T-Slider
Base with
Double First
Base
1 set/field
10225 Anchor Ground
Stakes 8 total/field
Play Areas
Provide a minimum of three inches (3”) between the finish surface of engineered wood fiber or sand and the top of curb/wall/or other. Ensure the 3” is at compaction/settling.
Include as a part of the design “Age Appropriate” stickers visibly displayed on the equipment indicating the age range of the user in which the designed play structure is intended.
Include as a part of the design the location of a “Playground Rules” sign indicating expectations for playground behavior and supervision. See standard details for sign design.
Provide for an accessible path of travel to every major play component (the transfer deck of an active play structure and one belt swing), i.e. poured-in-place rubber surfacing per ASTM requirements. The path of travel must be constructed on non-friable materials.
Orient the transfer deck to relate directly to the play area entry. Provide an access ramp in compliance with the latest ADA regulations, Consumer Product Safety Commission (CPSC) Guidelines, and Amer ican Standards, Testing and Materials (ASTM). Comply with all applicable laws.
Separate the swing area from the active play area to avoid conflicts in play circulation. Separation should be physical.
Provide an eight foot (8’) distance use zone between the play component and the play area containment edge.
Do not overlap use zones, unless accepted in applicable regulations/codes. Use zones shall remain in compliance with accepted standards and requirements. Do not include “Super Scoops” or similar type sand scoop play components. Do not include rubber tile in the play design.
Parks, Recreation, & Libraries Department Section 1A: Design Preliminaries
The next update to these standards will be in July 20212025. Site play area for safe play and easy viewing from the street or parking lot. Sand for play areas shall be mortar#1 masonry sand as produced by Hasties Sand & Gravel, Roseville, California or equal.
Colors of the play components “to be selected by the City”.
Irrigation
Confirm and indicate depth of water stubs.
Recycled Water Systems: See City Environmental Utilities Department (EU). Irrigation Pressure Calculations and Watering Schedules Pressure loss calculations must consider utilizing a minimum of two and up to 4 valves concurrently equaling the largest system demand. Pressure loss calculations must consider the longest run and the largest demand based on gallons per minute.
Pressure loss calculations shall consider static water pressure at build-out. Watering schedules should consider a finite watering of nine hours per day. The maintenance watering schedule should ensure that the entire system associated with each controller shall meet the nine hour window per day. Watering various areas within a system for seven days a week does not meet the nine hour per watering day criteria.
The goal of the irrigation syst em is to provide maximum flexibility to the system in cases where pressure losses are greater than originally estimated, new valves must be added to the system or other long term needs to ensure a healthy, thriving landscaped/turf area.
Contact EU for selected/accepted backflow prevention device and/or refer to the Development Services Design and Construction Standards. Comply to extent reasonable with the City’s water conservation ordinance. Meter
The meter shall be a part of the construction contract. Meters must be purchased through the City (EU).
The water connection (if not previously provided) shall be provided by EU.
Fees for such connection shall be waived. The actual water tap shall be performed by the City (EU). Costs for installation shall be part of the contract. Backflow Preventers (BFP)
The BFP can be installed by the contractor OR by the City. All costs of installation (no matter method) is the responsibility of the contractor. Size BFP the same size as the meter.
Type shall be accepted by EU.
Provide a lockable and removable insulation cover.
Master Valve
For systems with one master valve, use a normally open master valve. For systems with two master valves, the smaller master valve shall be normally open and the larger master valve shall be normally closed. Install master valve in valve box below grade.
Flow Meters
Install Utilize preferred ultrasonic flow meter that can capture maximum flow and minimum flow for the system. If needed, install two flow meters - one flow meter to capture minimum flow and one meter to capture maximum flow.
Parks, Recreation, & Libraries Department Section 1A: Design Preliminaries
The next update to these standards will be in July 20212025. Refer to Calsense design guidelines for proper sizing. Use Calsense “Recommend Range”.
Controller
Install one antenna for every controller.
Controllers for irrigation shall be Calsense and wired one (1) valve per output.
Communications shall be via radioa customized cellular configuration using a combination of Calsense and third party components.
Piping
Locate mainline as close to hardscape edges as possible. Do not pipe full and part or quarter turf rotor heads on the same valve. Sleeve all wiring and waterlines under paving and supply a spare sleeve, same size as largest, capped at both ends under roadways. Mark sleeves with ball markers.
Pipe sprinkler heads following grade contours.
Automatic Control Valves
The total number of turf heads per valve and GPM flow rate shall not exceed 75% maximum flow rate of the backflow as measured on the downstream side of the backflow.
All valves shall be Rainbird with ball valves on the inlet side or approved equal. Zones (Valves) GPM should be matched so that when (the maximum number of) combined (largest valves) in a single program line they will operate close to or equal to the POC (mainline size) assigned maximum GPM. Combine 2 or more turf valves not to exceed MAX POC.
Reclaimed Valves to be PEB – no scrubber valves.
Water Window: 9 p.m. to 6 a.m. for reclaimed water. (9 hours) Water Window: 9 p.m. to 6 a.m. for potable water. (9 hours) Water Window: Sports Complex with Lights 11 p.m. to 6 a.m. (7 hours) When using turf block or cells, design irrigation within these areas to be separate from adjacent areas for ease of operations.
Sprinkler Heads
When recycled water is used, avoid direct spray onto picnic tables & drinking fountains.
Discuss head layout concepts with Project Manager prior to design. Multi-head (rotor) layouts in turf for long turf growth are discouraged. Heads shall be spaced to achieve ma ximum Distribution Uniformity (DU) and designed to the middle nozzle or middle of nozzle range to allow for maximum adjustability.
For turf areas wider than 20 feet:
o use Rainbird, 8000 or 5500 series
o use stainless steel riser
o use risers 5” or taller.
o use pressure regulators in heads
For turf areas less than 20 feet wide:
o use Rainbird R-VAN nozzles
o use Rainbird 1800 P45 or Hunter PROS-PRS40 series body o use 6” pop-up height
Parks, Recreation, & Libraries Department Section 1A: Design Preliminaries
The next update to these standards will be in July 20212025. o use pressure regulators in heads
o use built-in check valve where needed to prevent low head drainage. Spray heads and bubblers for planted areas:
In areas where width is 8' or greater:
o use Rainbird R-VAN nozzles
o use Rainbird 1800 P45 or Hunter PROS-PRS40 series body o use reclaimed body cap when needed (-R)
o use matched precipitation rates
o use pressure regulators in heads
o use built-in check valve where needed to prevent low head drainage. o use 12” minimum offset from hardscape where prevention of overspray and run-off is required.
o Do not use head spacing greater than 20’ in planted areas. In areas where width is < 8’:
o use flood bubblers, stream bubblers, or other micro-emission devices o use Rainbird 1800 PRS series body
o use check valve (SAM) when slopes are greater than 3% o use reclaimed body cap when needed
o use pressure regulators in heads
o use of drip may be considered on narrow, sloped planters where no other technology is feasible, and will be reviewed on a case-by-case basis.
Design systems with deep water bubblers to all trees. Tree bubblers shall be on a separate valve from other plantings. in turf or planters for 24: boxed specimen or larger.
Design irrigation zones large enough to see flow on controller independently.
This may require a by-pass manifold with two flow sensors. Provide quick couplers at 100’ 300’ on center. Provide potable connection and at drinking fountain and picnic area locations.
Sewer
Indicate sewer stub, depth of stub and proposed pipe routing. If phased, indicate future manholes.
Other
Comply with the City and State Water Conservation Ordinance. Provide a complete water table outlining water needs per valve by month for a twelve-month period. The water table shall be included in the project manual as a part of the specifications (appendix) or on the plans. Provide a complete watering schedule per valve. The watering schedule shall be included in the project manual as a part of the specifications (appendix) or on the plans with expected precipitation rates per valve. The schedule shall list the area (in sq ft) that is irrigated by that valve.
All Consultants shall utilize the attached irrigation legend shown in Section 1B for standardization of symbols for commonly used equipment. Install a manual bypass for all quick coupler valves. Do not irrigate within the tree canopy of existing Oak.
Parks, Recreation, & Libraries Department Section 1A: Design Preliminaries
The next update to these standards will be in July 20212025. Points of connection, valves, gate valves, meters, and backflows shall be line size unless specifically approved by the Parks Department. All swing joint components shall be the same size as the inlet of the sprinkler head to be connected.
Install a mow band to separate City maintained landscape areas from private maintained landscape areas for streetscapes.
Install a mow band to separate irrigation systems that use potable water from irrigation systems that use recycled water for streetscapes. Install a mow band to delineate the end of a recycled mainline and the start of a different recycled mainline for streetscapes.
Recycled water signs shall be at park entrances only. No planter area shall be less than 4’ wide at its minimum width. Baseball/softball infield irrigation: (See PK-51 and PK-52) Install a minimum of five four (54) rotors on all infields; refer to PK-51 and PK-
52. Use Rainbird 8000 heads. Set heads a minimum of four inches (4”) and a maximum of six inches (6”) into the turf from the infield edge. Set infield rotors a minimum of four inches (4”) and a maximum of six inches (6”) away from backboards or hardscape.
Install a brass manual irrigation valve after the RCV to turn on the infield line. Infield watering must be connected to potable water supply. Ensure there is adequate pressure to operate valves not using a booster pump.
Landscape Standards
It should be noted that each specific plan area was carefully planned to create a unique aesthetic using plant material as a key component to achieve the aesthetic goals of the area. Selected plant material should consider the original goals outlined in the design guidelines specific to each plan area. Overall Landscape Concepts must:
Meet Water Efficient Landscape Ordinance (WELO) goals for water conservation,
Ensure diversity in trees, shrubs and groundcovers.
Include a mix of seasonal color/flowers (no annuals); Consider location for height of plants at maturity
Against buildings/walls: taller plants against wall with layers of descending heights toward the front of planter with groundcover or sub shrubs in front 6" or lower at maturity;
In the open (planters with sidewalks on both sides, pathway one side/turf on other, streetscape medians, etc.): taller plants in the center with descending mature heights toward both edges and groundcover or sub shrubs at outer edges (6" or lower);
On berms taller than 2' from finish grade: sub shrubs or groundcover (6" or lower) only (total height with plantings at maturity to be 30" or less unless berm is existing);
Avoid use of woody stemmed shrubs;
Consider walk-on turf alternatives (low groundcover-types);
Parks, Recreation, & Libraries Department Section 1A: Design Preliminaries
The next update to these standards will be in July 20212025. Use perennials to add color, but ensure evergreen are dominant in the planters.
Evergreens to provide mix of texture, leaf color and proven longevity; Focus on water conserving plants and not natives, succulents or water thirsty plants;
Use multiple types of trees, shrubs and groundcovers (avoid designs that utilize only one tree, one shrub and one groundcover species); Review and contrast specific plan design guidelines with plant material noted in the Parks Construction Standards and current master gardeners/national nursery associations’ plant cultivation advances
Landscaping for Parks
Designs of parks and streetscapes shall maximize use of water-wise plants to the extent possible. Turf shall be designed for functional use for recreational purposes.
Eliminate all non-functional turf.
Where space allows, provide tree groupings in groves rather than in singles or rows in equal intervals, unless the design dictates the need. Provide a ten-foot (10’) clearance between the tree trunk and the edge of hardscape, locate trees in center of planted areas and not in a straight row. Provide an eight-foot (8’) minimum clearance between trees and other site improvements, including shrubs.
Provide an entry planted (non turf) area to locate the park identification sign.
Provide three to five (3-5) specialty roses to accent the sign. See City Project Manager for specific type.
Refer to the list provided for preferred trees. Selected trees shall fulfill the following criteria:
For all areas with drains, do not plant trees within 12’ of the drain, whenever possible.
Be appropriate to the site specific environment;
Tolerates heavy soil conditions;
Tolerates freeze;
Is considered disease and pest resistant;
Is known to have a deep rooting system (not shallow rooted) and Tolerates heat (is not susceptible to sunburn).
Tree species, which are known for shallow root systems may be considered acceptable if located within a planted area and/or planted with root barrier panels.
When providing tree cut outs within hardscape, provide a five-foot (5’) diameter round or square cut out. When budgets allow, include tree grates. Planting sizes shall be:
o 15 gallon for trees
o 5 gallon for shrubs
o 1 gallon for vines, selected shrubs and groundcovers
o Flats for groundcovers .
o Size variations to be accepted by the City.
Medium to large trees shall be spaced no closer than 25’ on center.
Parks, Recreation, & Libraries Department Section 1A: Design Preliminaries
The next update to these standards will be in July 20212025. Trees shall be planted no closer than 15’ to any light fixture or structure. Landscape plans shall draw all plantings, including trees at the mature widths. Plants shall be located away from edge of pavement equal to the radius of the shrub at maturity, plus one foot. (E.g., a shrub that will grow to a 4’ width at maturity shall be placed no closer than 3’ from edge of pavement.) Berms shall not exceed 30” in height. This shall include plant material at maturity. Obtain a soils fertility test and report and include amendment recommendations as a part of improvement plans/construction documents.
For trees located within open space or natural areas, install drain tiles within the plant basin.
The application of recycled mulches may be considered on a specific case-by- case basis in compliance with SB1383’s Recovered Organic Waste Product Procurement Targets. Discuss suitability with project manager.
Landscaping for Streetscape
Grading & Drainage
Berms shall not exceed 30” in height. This shall include plant material at maturity.
Slopes greater than 3:1 are not permitted. If unavoidable circumstances arise during construction, a solution for future erosion of bark and soils must be provided for all slopes greater than 3:1. A drainage plan showing a constructed drainage solution must be provided. Approval of the proposed drainage solution must be obtained from the Parks and Recreation Department prior to installation.
Streetscapes shall not solely rely on surface drainage to address run-off issues. Hard pipe or other designed drainage systems shall be included in all design solutions.
Run-off shall be collected and satisfactorily addressed in order to avoid excessive water on sidewalks and/or bike trails.
Landscaping
Tree and plant selection shall be cons istent with the specific plan design guidelines AND these Parks Construction Standards.
In addition to the original goals of the specific plan, consideration related to major arterials and collector streets that cross specific plan areas or that stretches for long lengths should consider continuity of the plantings. This can be achieved in many ways:
o Consistent street tree choices;
o Groupings of a common tree species throughout the length of the road;
o Use of a common shrubs and groundcover in groupings;
o Specialty paving in the noses and crossings that convey continuity. All landscape plans shall show sight distance triangles (to be confirmed by the project engineer), signs, streets lights, utility boxes, fire hydrants and any other appurtenances that will affect landscape and irrigation installation. Plantings within the sight distance triangles shall be no taller than 12” at mature height.
Formatted: Left
Formatted: Font: Calibri, 11 pt, Font color: Custom
Color(RGB(31,73,125))
Parks, Recreation, & Libraries Department Section 1A: Design Preliminaries
The next update to these standards will be in July 20212025. For unsignalized left turn lanes, landscaping shall be no taller than 12” at mature height for a distance of 175’ as measured from the nose of the median. Trees in medians to be in two rows and offset to avoid a visual "picket fence" effect.
Obtain a soils fertility test and report and include as a part of improvement plans/construction documents.
A soils fertility test shall be obtained by the contractor and submitted for review prior to adding soil amendments. The soils fertility test shall include recommendations for amendments.
Irrigation
A master irrigation plan shall be developed, submitted and approved with the first phase of sub-phase of a development plan set.
o The master irrigation plan shall show mainlines and sizes (gallons per minute and pressure), separate point of connections and sizes for each sub-phase, controller sizes, sleeves sizes and locations and valve sizes and locations.
o Once approved, the master irrigation plan shall be included with each subsequent phase of sub-phased improvement plans.
o Also, approved sleeve locations shall be reflected on the civil plans. All plans must include a separation of City maintained irrigation and privately maintained irrigation for all irrigation areas shown on the plans. Separation of services includes but is not limited to the following: water meter, backflows, main line, lateral lines, valves, sprinkler layout, drip lines and all other irrigation related items.
City maintained irrigation lines, including the main line must not be constructed in privately maintained landscape areas or private property. The separation of City maintained irrigation and privately maintained irrigation must be easily identified on the plans to receive plan approval.
If the plans do not contain any City maintained irrigation a note stating this must be shown on each sheet containing irrigation plans. Comply to extent reasonable with the City’s water conservation ordinance. All equipment and components of the irrigation system shall be consistent to these Parks Construction Standards. No substitutions are allowed, unless specifically approved.
Points of connection, valves, gate valves, meters, and backflows shall be line size unless specifically approved by the Parks Department. For streetscapes, booster pumps are not considered a solution to address low pressure concerns and shall not be used.
All swing joint components shall be the same size as the inlet of the sprinkler head to be connected.
Master valve shall be Superior.
Place mainline in parkway strip if planter is 10’ or wider. Otherwise, place mainline in 2’ bench at back of walk.
Parkway strips under 8’ width may use Rainbird R-Van side strip and corner strip nozzles, as appropriate.
Parks, Recreation, & Libraries Department Section 1A: Design Preliminaries
The next update to these standards will be in July 20212025. Areas where width is 4’ – 6’ (such as tapered noses of medians) should remain unirrigated and unplanted, mulched only. Under 4’ should be paved. On-Site Amenities
Entry monuments and signs shall be designed to include monolithic signage or lettering that is connected as one component. Single lettering is prohibited. All signs and lettering shall be bolted in place and must be flush against surface.
Use of epoxy only is prohibited.
All plans must include a physical separation, such as a concrete mow band between City maintained landscape and privately maintained landscape. The separation of City maintained landscape and privately maintained landscape must be easily identified on the plans to receive plan approval. If the plans do not contain any City maintained landscape areas a note stating this must be shown on each sheet containing landscape plans.
Selected stone veneer or stonework shall be available on a long-term basis to ensure future repair work will provide consistency in aesthetics. All veneer shall be grouted in place.
Accent lighting shall be above-ground, up-light fixtures, or set in the entry walls.
Use LED bulbs. All fixtures shall be readily available, with a realistic lead-time for replacement orders. No fixture shall be placed in turf areas. Planters and seat walls 4’ high and lower with adjacent pavement or hardscape shall be designed to include skate deterrents as an integral part of the wall cap design. Third party add-on products such as “Skate Block” are prohibited.
Flatwork
Concrete
Standard walkway finish shall be medium broom finish, unless identified as a special paving area.
Provide at least one path of travel to all major amenities within the park design where the concrete pathway is at least ten feet (10’) wide for use by service vehicles. All curves within this route shall contain curves no smaller than ten feet (10’) in radius.
Concrete mow bands, and concrete collars around light fixtures in turf areas shall be per details PK-27 and PK-29, unless otherwise accepted. Concrete pads for light fixtures, benches, picnic tables or other site furnishings shall use 45-degree (or similar) angles rather than 90-degree angles. Concrete pathways and other standard flatwork applications, shall be installed with fiber mesh at a (concrete section) depth of five inches (5”). Do not include welded wire mesh or rebar, unless otherwise accepted.
Install barbeques within decomposed granite. Barbeques shall not be installed within plantings areas or within the concrete picnic pad. Color shall be integral.
Asphalt Concrete Bike Paths and Miscellaneous Pads
Bike paths shall be a minimum of ten-feet (10’) wide with a two-foot (2’) wide AB shoulder on one side and a two-foot (2’) wide decomposed granite shoulder on the other side of the path (for joggers/pedestrians) as shown in Parks
Parks, Recreation, & Libraries Department Section 1A: Design Preliminaries
The next update to these standards will be in July 20212025.
Development Services Construction detail PK-43BK-1 and BK-2 . See Public Works’ Construction Standards for additional design criteria. Bike path access shall be protected from private vehicle traffic through the use of collapsible bollards, stationary bollards, boulders and post and cable fencing.
Bike paths that serve as fire access lanes to wild land environments must have a minimum turning radius of twenty-two feet (22’) inside diameter and thirty-two feet (32’) outside diameter. The bike path shall be capable of supporting a minimum GVW of 30,000 pounds.
Other AC paving (including parking lots) shall be per Public Works’Development Services Construction Standards.
Include a redwood header on the outside edges of the DG shoulder when located within a developed park.
For additional bike trail construction requirements, see Public Works Design and Construction Standards.
Decomposed Granite (DG) Paving
Do not install DG in areas, which exceed a longitudinal slope greater than 3%. Provide a cross slope not-to-exceed 2%.
Install per detail PK-33.
Header
Install per PK-25.
Install at both edges of AC or DG pathways within developed park boundaries.
Required edging on open space trails shall be determined on a case-by-case basis.
Post & Cable Fencing
Install per PK-41.
Fire access points through the post and cable assembly shall be provided at a maximum interval of 750 feet. The cable crossing the fire access point shall be yellow, plastic coated cable in order to delineate the access points. The ends of the access point cable shall be secured to the posts in a similar fashion as the terminal post anchor, with the exception of adding a City of Roseville padlock connecting each end of the cable to the eyebolt.
Restrooms and Outdoor Sinks
Do not specify porcelain fixtures.
Use heavy-duty fixtures only, i.e. Chicago or accepted equal. Use polished concrete (flooring) sealed with two (2) coats of anti-graffiti stain. Do not use tile or brick (on outdoor sinks).
Install at least one (1) outdoor GFI quadruple outlet with a heavy-duty, weather- resistant, vandal-proof, lockable cover.
See the City Parks standard restroom plans. Contact the Project Manager to obtain information.
Sewer connections shall be installed similarly to that described for the water connection and per EU approval. See page 6 of this Section under “Irrigation Meter”.
Parks, Recreation, & Libraries Department Section 1A: Design Preliminaries
The next update to these standards will be in July 20212025. Do not use dead-bolt locks. Use a latch/lock handle.
Use unisex signage.
Lights shall be “LED high abuse security light similar to “Utilitech” 26-W model # 0208819 or approved equal. Timers shall be “Leviton” digital timer switch # VPT24-1P or approved equal.
Restroom locks shall be “Schlage” dorm locks #ND73PD RHO626 or approved equal.
Doors to be keyed to City Standard
Pre-Fabricated and/or Proprietary Structures
Consult with the Building Department for requirements for structural calculations.
Some items may be accepted as a deferred submittal. Determination shall be included in the Design Development submittal to the City. Include a note on the plans, if deferred items are a part of the project, “No additional time will be granted to the Contractor for Building review and approval of deferred item(s).”
Bridges that serve as fire access lanes to wild land environments shall be constructed to allow for twelve feet (12’) clear width, capable of supporting a minimum GVW of 30,000 pounds and shall allow a straight-line approach of a minimum of thirty-five feet (35’).
Submit structural calculations wet signed by a California licensed structural engineer.
Submit shop drawings as a part of the construction submittal process.
Site Electrical
Provide two separate circuits for pathway/security lighting throughout the park per the Parks Construction Standards.
Security lighting shall be 25% of all fixtures, to be finalized upon design. Locate an outdoor GFI dual outlet, weatherproof, vandal-resistant cover in all group picnic areas mounting shall be mounted flush at top of post near roof. Metered service panels and service points shall be approved by the Electric Department. Where questions arise regarding acceptable standards, contact the Electric Department directly.
Playing field lights shall be operated by a Musco control link system or accepted equal.
Restrooms shall be on a separate circuit.
Outlets flushed with wall.
Lighting for Security Purposes
Coverage is for potential gathering places when the park is closed for ease of police surveillance.
Upon Approval of Master Plan
Upon completion and prior to Parks & Recreation Commission hearing and City Council approval of the Master Plan, provide:
a full size rendering laminated and mounted on foam core board;
Parks, Recreation, & Libraries Department Section 1A: Design Preliminaries
The next update to these standards will be in July 20212025. a digital file of the color rendering, jpg & pdf formats. an 8-1/2”x11” color reduction (largest image possible), an 8-1/2”x11” black and white reduction (largest image possible), and an Estimate of Probable Costs.
Neighborhood and Pocket Park Design Criteria
Design
Each park is to create a different look, theme or contain an element not already used in other City of Roseville parks.
Comply with the current Parks Construction Standards. Elements to include, but not limited to:
Usable/turf for purposes of recreation
Maximize water-wise landscape areas where non-functional turf have traditionally been placed.
Design for one hour stay
One school-aged children’s play area
One to two bay swings (2 – 4 actual swings)
Four and up picnic tables under a shaded shelter
Two – three picnic tables scattered within the park
Benches
Concrete pathways
Service access for maintenance to the picnic and play area ADA accessibility through-out
One – two security lights
One drinking fountain
One park identification sign
Open Space Standards
Provide a 10’ clearance between toe of slopes and open space fencing/barriers for maintenance access
Provide a master access plan for open space within a plan area to strategically identify access points for maintenance access into the open space All wetlands shall be flagged and fenced using orange construction fencing prior to start of any clearing and grading operations
Slopes onto the open space shall be 3:1 maximum
For landscapes adjacent to open space, use only native, non-invasive plantings Irrigation in landscaped areas adjacent to open space shall be designed to avoid all over-spray
Over-grading onto Open Space shall be avoided
Increased run-off due to new development on adjacent property shall be avoided or shall be collected into a piped storm drain system and conveyed to an acceptable receiving water. Daylighting onto Open Space is prohibited.
Section 1B:
DESIGN DEVELOPMENT
Parks, Recreation & Libraries Department
Parks, Recreation & Libraries Department Section 1B: Design Development
The next update to these standards will be in July 2025.
Preferred Tree List
The following list includes the Department’s preferred tree species. Additional specie s may be suggested by the Consultant, which will be considered during the 75% construction document submittal phase of work.
Planting sizes to be 15 gallon. Variations in size shall be approved by the City.
PREFERRED TREE PLANT PALETTE
Botanical Name Common Name Size WUCOLS
Region 2
(OPALS)
Allergen
Reclaimed
Water
Tolerance
Locally
Native
Suitable
for Turf
Planting
Notes
Small Trees (Less Than 15’) for Landscape Areas 4’ in Width and Larger, Suitable for Planting under Power Lines Acca sellowiana Pineapple Guava 15’T x 12’S L 3 L E,F Cercis occidentalis ‘Oklahoma’ Oklahoma Redbud 12’T x 12’S VL 4 M A,D,F,W Cotinus coggygria ‘Royal Purple’ ‘Royal Purple’ Smoke Tree 15’T x 12’S L ‐‐ M D Heteromeles arbutifolia Toyon 12’T x 12’S VL 3 H 🗸 E,F,W Lagerstroemia ‘Tuskegee’ Pink Flower Crape Myrtle 15’T x 18’S L 5 L A,D,F,W Photinia fraseri Red‐Leaf Photinia 15’T x 10’S M 4 M E,W Medium Trees (15’ – 40’) for Landscape Areas 6’ in Width and Larger Acer buergerianum Trident Maple 25’T x 25’S M 6 M D Acer campestre Hedge Maple 35’T x 30’S M 6 M 🗸 D,W Acer ginnala ‘Flame’ Flame Maple 20’T x 20’S M 4 ‐‐ D Acer griseum Paperbark Maple 25’T x 20’S M 6 ‐‐ 🗸 D Acer neguno Box Elder 30’T x 25’S M F1/M10 ‐‐ 🗸 D Acer tataricum ginnala Amur Maple 20’T x 20’S M 5 ‐‐ D Arbutus unedo Strawberry Tree 20’T x 20’S M 3 H E,F Cercis canadensis Eastern Redbud 20’T x 25’S VL 4 L A,D,F,W Chionanthus retusus Chinese Fringe Tree 25’T x 25’S M F1/M8 H D,F Crataegus laevigata English Hawthorn 25’T x 20’S M 3 M E Geijera parviflora Australian Willow 35’T x 20’S M 5 H E,W Gleditsia triacan. ‘Rubylace’ ‘Rubylace Honey Locust 30’T x 25’S L F1/M7 H 🗸 D,F Koelreuteria bipinnata Golden Flame Tree 35’T x 25’S M ‐‐ ‐‐ D,F Koelreuteria paniculata Golden Rain Tree 25’T x 30’S M 4 H D,F Laburnum anagyroides Golden Chain Tree 25’T x 20’S M 7 ‐‐ D,F
Parks, Recreation & Libraries Department Section 1B: Design Development
The next update to these standards will be in July 2025.
Lagerstroemia ‘Muskogee’ Pink Flower Crape Myrtle 25’T x 12’S L 5 L A,D,F,W Lagerstroemia ‘Natchez’ White Flower Crape Myrtle 25’T x 12’S L 5 L A,D,F,W Laurus nobilis Sweet Bay Laurel 30’T x 30’S L 1 H E,W Magnolia s. ‘Alexandrina’ Alexander Magnolia 25’T x 25’S M 4 ‐‐ D,F Malus x ‘Prairifire’ Crabapple ‘Prairifire’ 20’T x 20’S M 4 L 🗸 A,D,F,W Parkinsonia aculeata Palo Verde Tree 25’T x 25’S VL 5 H D,F,W Prunus caroliniana Carolina Cherry Laurel 30’T x 20’S L 6 M E,F Searsia lancea (Rhus lancea) African Sumac 20’T x20’S L 8 H E,W Styrax japonicas Japanese Snowball 30’T x 20’S M 4 ‐‐ 🗸 D,F Styrax obassia Fragrant Snowball 30’T x 20’S ‐‐ 4 ‐‐ 🗸 D,F,W Syringa reticulata Japanese Lilac 35’T x 30’S M 6 M A,D,F Ulmus propinqua ‘JFS‐Bieberich’ Emerald Sunshine Elm 35’T x 25’S M 9 M 🗸 D,W Umbellularia californica California Bay 40’T x 15’S M 6 ‐‐ 🗸 E,W Vitex agnus‐castus Chaste Tree 25’T x 20’S L 4 M A,D,F Zelkova serrata ‘Wireless’ Japanese Zelkova ‘Wireless’ 25’T x 40’S M 8 M D Large Tree (40’ – 60’) for Landscape Areas 8’ in Width and Larger Aesculus hippocastanum Horse Chestnut 60’T x 50’S M 7 L 🗸 D,F,W Acer rubrum ‘October Glory’ October Glory Maple 50’T x 40’S M 1 L 🗸 D,W Acer rubrum ‘Franksred’ Red Sunset Maple 45’T x 30’S M 1 L 🗸 D,W Carpinus betulus European Hornbeam 40’T x 25’S M 7 ‐‐ 🗸 D Celtis occidentalis Common Hackberry 60’T x 50’S L 7 L 🗸 D,W Nyssa sylvatica Sour Gum 50’T x 25’S M 8 M D,W
Pistacia chinensis Chinese Pistachio 50’T x 50’S L 8 M 🗸 D Styphnolobium japonicum Japanese Pagoda 50’T x 40’S L ‐‐ H 🗸 D Ulmus davidiana ‘Morton’ Accolade Elm 50’T x 35’S M 9 ‐‐ 🗸 D Zelkova serrata Japanese Zelkova 50’T x 50’S M 8 M 🗸 D Very Large Tree (Greater Than 60’) for Landscape Areas 12’ in Width and Larger Cedrus atlantica Atlas Cedar 70’T x 40’S M 2 M 🗸 E Cedrus deodara Deodar Cedar 70’T x 40’S L 6 H 🗸 E,W Magnolia grandiflora Southern Magnolia 80’T x 50’S M 5 L 🗸 E,F Platanus racemosa California Sycamore 60’T x 50’S M 8 H 🗸 🗸 D Platanus x hispanica London Plane Tree 60’T x 50’S M 8 H 🗸 D Quercus agrifolia Coast Live Oak 60’T x 60’S VL 9 H E,W Quercus douglasii Blue Oak 70’T x 30’S L 9 ‐‐ 🗸 D,W
Parks, Recreation & Libraries Department Section 1B: Design Development
The next update to these standards will be in July 2025.
Quercus ilex Holly Oak 50’T x 50’S L 9 H E,W
Quercus kelloggi California Black Oak 60’T x 60’S L 9 ‐‐ 🗸 D,W Quercus lobata Valley Oak 80’T x 80’S L 8 M 🗸 D,W Quercus suber Cork Oak 50’T x 50’S L 9 M 🗸 E,W
Quercus virginiana Southern Live Oak 60’T x 45’S M 9 H E,W Quercus wislizenii Interior Live Oak 60’T x 50’S L 9 ‐‐ 🗸 E,W
APPROVED SHRUBS, GRASSES, GROUNDCOVERS AND VINES PLANT PALLETTE Botanical Name Common Name Size WUCOLS
Region 2
(OPALS)
Allergen
Reclaimed
Water Friendly
Locally
Native
Notes
Low Growth Shrubbery (1’ – 2’ Tall) for Landscape Areas 4’ in Width and Larger Baccharis pilularis Dwarf Coyote Brush 2’T x 6’S L F1/M9 H E,W Epilobium canum California Fuchsia 2’T x 4’S L 6 H 🗸 D,F,W Erigeron karvinskianus Santa Barbara Daisy 1’T x 2’S L 4 H E,F,W Gaura lindheimeri Gaura 2’T x 2’S M 2 M E,F,W
Gazania hybrids Clumping Gazania 0.5’T x 1’S M 4 H E,F,W Grevillea ‘Mt. Tamboritha’ ‘Mt. Tamboritha’ Grevilla 2’T x 4’S L 5 M E,F Mahonia repens Creeping Oregon Grape 2’T x 4’S L 2 L 🗸 E,F,W Nandina domestica ‘Harbour Dwarf’ ‘Harbour Dwarf’ Nandina 2’T x 3’S L 1 L E Nepeta x faassenii Catmint 1’T x 2’S L 2 H D,F,W Rhaphiolepis indica ‘Ballerina’ ‘Ballerina’ Hawthorne 2’T x 4’S L 3 H E,F,W Salvia chamaedryoides Mexican Blue Sage 2’T x 4’S L 4 ‐‐ E,F,R,W Spirea japonica ‘Goldmound’ Goldmound Spirea 3’T x 4’S M 5 M D,F,W Teucrium chamaedrys Dwarf Germander 1’T x 2’S L ‐‐ M E,F,W Viburnum davidii David Viburnum 3’T x 4’S M 5 L E,F Medium Growth Shrubbery (3’ – 6’ Tall) for Landscape Areas 4’ in Width and Larger Berberis t. ‘Atropurpurea’ Red Leaf Japanese Barberry 4’T x 4’S M 3 L D,W Callistemon viminalis ‘Little Johns’ Little John’s Bottlebrush 3’T x 3’S L 9 H E,F,W Ceanothus gloriosus ‘Yankee Point’ Wild Lilac ‘Yankee Point’ 3’T x 8’S L 4 H E,F,W Ceanothus maritimus ‘Valley Violet’ ‘Valley Violet’ Ceanothus 4’T x 4’S L 3 H E,F,W Ceanothus thyrsiflorus ‘Skylark’ Skylark Ceanothus 5’T x 5’S L 3 H E,F,W Cistus x hydridus White Rockrose 4’T x 6’S L 3 H E,F,R,W Cistus x purpureus Orchid Rockrose 4’T x 4’S L 3 H E,F,R,W
Parks, Recreation & Libraries Department Section 1B: Design Development
The next update to these standards will be in July 2025.
Coleonema pulchellum ‘Sunset Gold’ Golden Breath of Heaven 4’T x 5’S M 4 H E,F Forsythia x intermedia ‘Kolgold’ Gold Forsythia 5’T x 4’S L 6 M D,F,W Frangula californica ‘Mound San Bruno’ Mound San Bruno Coffeeberry 6’T x 6’S L ‐‐ ‐‐ E,F,W Grevillea x 'Noellii' Noell Grevillea 4’T x 5’S L 5 M E,F,W Hesperaloe parviflora Red Yucca 3’T x 3’S L 1 H E,F Leucadendron 'Jester' Jester Conebush 4’T x 4’S L 4 L E Leucophyllum frutesens ‘Compacta’ Compact Texas Ranger 5’T x 5’S L 2 H E,F,W Loropetalum ‘Rubrum’ Chinese Fringe Flower Rubrum 5’T x 5’S M 4 M E,F Myrtus communis ‘Compacta’ Dwarf Myrtle 3’T x 3’S L 5 H E,F,W Nandina domestica ‘Gulf Stream’ Gulf Stream Nandina 3’T x 3’S L 1 L E,W Olea europea ‘Little Ollie’ Little Ollie Olive 6’T x 6’S VL 10 H E Pinus mugo var. pumilio Dwarf Mugo Pine 5’T x 6’S L 4 H E Pittosporum tobira ‘Wheeler’s Dwarf’ Wheeler’s Dwarf Pittosporum 4’T x 4’S M F1/M7 H E Punica granatum 'Nana' Dwarf Pomegranate 3’T x 3’S L 2 M D,F,W Rhaphiolepis ‘minor’ ‘Dwarf Yedda’ Hawthorne 5’T x 5’S L 3 M E,F,W Rosemarinus ‘Tuscan Blue’ Tuscan Blue Rosemary 6’T x 2’S L 4 H E,F,W Saliva greggii Autumn Sage 3’T x 3’S L 4 H E,F,R,W Saliva microphylla Red Sage 3’T x 3’S L 4 ‐‐ E,F,R,W Teucrium fruticans ‘Compactum’ Dwarf Bush Germander 3’T x 3’S L 2 H E,F,W Westringia fruticosa ‘Morning Light’ Coast Rosemary 3’T x 3’S L 2 H E,F Groundcovers (Less Than 2’ Tall) for Landscape Areas 4’ in Width and Larger Acacia redolens ‘Low Boy’ Prostrate Acacia 2’T x 10’S VL 8 H E Arctostaphylos ‘Emerald Carpet’ ‘Emerald Carpet’ Manzanita 1’T x 5’S M 2 H E,W Cotoneaster dammeri ‘Lowfast’ Bearberry ‘Lowfast’ 1’T x 8’S L 3 M E,F,W Juniperus procumbens ‘Nana’ Dwarf Garden Juniper 1’T x 6’S L ‐‐ H E Juniperus sabina ‘Buffalo’ ‘Buffalo’ Juniper 1’T x 6’S L 1 H E Lantana montevidensis Trailing Lantana 2’T x 6’S L 2 H D,F,W Myoporum parvfolium ‘Putah Creek’ ‘Putah Creek’ Myoporum 0.5’T x 8’S L 2 H 🗸 E Rosa x ‘Noatraum’ Pink Carpet Rose 2’T x 3’S L ‐‐ M D,F,W Trachelospermum asiaticum Asian Jasmine 2’T x 10’S M 5 M E,F Ornamental Grasses (Less Than 3’ Tall) for Landscape Areas 4’ in Width and Larger Calamagrostis x acutiflora ‘Karl Forrester’ Feather Reed 2’T x 2’S L ‐‐ H D,W Carex divulsa European Gray Sedge 1’T x 1’S L 8 M E Carex pansa Meadow Sedge 1’T x 1.5’S M 8 ‐‐ 🗸 E
Carex praegracillis California Field Sedge 1’T x 2’S M ‐‐ ‐‐ 🗸 E
Parks, Recreation & Libraries Department Section 1B: Design Development
The next update to these standards will be in July 2025.
Carex tumulicola Berkeley Sedge 1.5’T x 2’S L ‐‐ ‐‐ 🗸 E Chondropetalum tectorum Cape Rush 3’T x 4’S L ‐‐ H E,W Dianella caerulea Flax Lily 2’T x 2’S L 3 H E,F
Dianella revoluta ‘Baby Bliss’ ‘Baby Blue’ Flax Lily 1.5’T x 1.5’S L 3 ‐‐ E,F Dianella revoluta ‘Little Rev’ ‘Little Rev’ Flax Lily 2’T x 2’S L 3 ‐‐ E,F Dietes bicolor Butterfly Iris 3’T x 3’S L 2 M E,F Festuca glauca Blue Fescue 1’T x 1’S L 6 M E
Festuca mairei Atlas Fescue 2’T x 2’S L 6 H D
Hemerocallis x hybrids Evergreen Daylily 2’T x 2’S M 6 H E,F,R,W Hemerocallis x ‘Stella de Oro’ ‘Stella de Oro’ Daylily 2’T x 2’S M 6 H D,F,R,W Juncus patens California Gray Rush 2’T x 2’S M ‐‐ H 🗸 E,W Kniphofia spp. Red Hot Poker 2’T x 1’S L 4 M E,F,R Liriope muscri cvs. Big Blue Lily Turf 1’T x 1’S M 3 M E,F,R Lomandra ‘Breeze’ Dwarf Mat Rush 2’T x 3’S L 7 H E Melinus nervigumis Rubygrass 2’T x 2’S M ‐‐ ‐‐ D Muhlenbergia capillaris Pink Muhly Grass 3’T x 3’S L ‐‐ H D,W Muhlenbergia rigens Deer Grass 3’T x 3’S L ‐‐ H 🗸 D,W Pennisetum ‘Little Bunny’ ‘Little Bunny’ Fountain Grass 1’T x 1’S L 8 H D,W Tulbaghia violacea Society Garlic 1’T x 1’S L 5 M E,F,W Tulbaghia violacea ‘Silver Lace’ ‘Silver Lace’ Society Garlic 1’T x 1’S L 5 M E,F,W Vines, for Landscape Areas 18” in Width and Larger
Clytosoma callistegioides Lavender Trumpet Vine Spreading M 2 ‐‐ E,F,W Ficus pumila Creeping Fig Spreading M ‐‐ H E
Parthenocissus tricuspidata Boston Ivy Spreading M 4 L D
Parks, Recreation & Libraries Department Section 1B: Design Development
The next update to these standards will be in July 2025.
Not To Be Planted Within 20' of Any Infrastructure and Not to be Planted on Roseville City Property - Species have invasive root systems and create major hardscape damages
Silver Maple Acer saccharinum
Tree-of-Heaven Ailanthus altissima
Mimosa / Silk Tree Albizia julibrissin
White Alder Alnus rhombifolia
Modesto Ash Fraxinus velutina 'Modesto'
Glossy Privet Ligustrum lucidum
American Sweet Gum Liquidambar styraciflua
Mulberry family Morus species
Grey Pine/Foothill Pine Pinus sabiniana
Locust family Robinia species
Willow family Salix species
Cottonwood family Populus species
Chinese Hackberry Celtis sinensis
Chinese Tallow Tree Sapium sebiferum
Parks, Recreation & Libraries Department Section 1B: Design Development
The next update to these standards will be in July 2025.
Standard Symbols for the Irrigation Legend
Pressure Mainline, Schedule 40 PVC, size as noted on
the plans. (Bold and distinctly different from other
graphic lines).
Non-pressurized Lateral Lines, Schedule 40 PVC, size
as noted on the plans. (Do not use pipe smaller than
¾”).
Schedule 40 PVC Sleeve under pavement per Parks
Standard detail PK-4.
Point of Connection (Label static water pressure and
gallons per minute available at POC).
Meter (Note size, type and for which line type it
applies).
Backflow Prevention Device (Note size, type and City
standard detail).
Flow Sensor per Parks Standard detail PK-2 (Note size,
and model #).
Calsense (V.2) (Note # of stations). Install inside
enclosure. See Specifications.
Gate/Ball Valves per Parks Standard detail PK-11 or
PK-12. (Note size, model #, manufacturer).
Quick Coupler Valve, Rainbird 44RC per Parks
Standard detail PK-14. (Note size).
Electric Remote Control Valve, size as noted on plans.
(Note type, model # and precipitation rate).
Pop-Up Rotor (Note nozzle size, radius, gpm and psi).
Other sprinkler heads (Note type, model, radius, gpm
and psi. Use triangular, circular and square shapes, in that order).
RCV Valve Labeling Symbol (Include Station number,
gpm and valve size).
Parks, Recreation & Libraries Department Section 1B: Design Development
The next update to these standards will be in July 2025.
Standard Irrigation Schedule – Sample
Parks, Recreation & Libraries Department Section 1B: Design Development
The next update to these standards will be in July 2025.
Design Development
Upon Approval of Master Plan, Prepare Design Development Documents
Use 2 2” x 3 4” size sheets is preferred. Plan information shall be contained within a 21” x 33” framework for eventual reduction to 11” x 17” size. The first sheet shall be the Title Sheet and shall include only the following items:
Vicinity Map
Sheet Index
Project Title
Consultant/Sub-consultant Names, Addresses and Phone Numbers Professional St amp with Name, License Number and Expiration Date clearly marked.
Signature Block for the Development Services Department, City Engineer, Date.
2” x 2” box for Development Services (Engineering and Building) stamp plans upon approval.
Do not place general plan notes on this sheet. If space is available, these general notes shall be placed on the appropriate sheet to which the notes apply.
The second plan sheet shall be a Scope of Work Sheet . This sheet shall be an overall base plan identifying all types of construction including in project using textures and labels all add alternates and any deferred submittals and, if the project is to be phased, a sheet which clearly delineates the various park elements to be constructed under this contract by use of tex tures and labels.
Provide the following individual plan sheets, as required for a complete set of working drawings:
Demolition (Use topographic survey, existing trees, wetlands, water courses, other natural features, existing utilities and stubs and other pertinent information as a part of the base map).
Grading & Drainage (These two sheets can be combined or separated depending on the amount of information which needs to be conveyed.
Also include existing topographic information overlaid in a 35% halftone or CAD equivalent).
Erosion Control sheet is for reference only and to facilitate preparation of the Storm Water Pollution Prevention Plan (SWPPP). Include the following note “The SWPPP shall be implemented and monitored by the contractor and shall be a “ living document” reflecting the status of construction work as it progresses.”
Parks, Recreation & Libraries Department Section 1B: Design Development
The next update to these standards will be in July 2025. Staking & Reference (Include roadway stationing, if applicable; and existing street improvements, including street lights, transformers, fire hydrants, and water storm drain and sewer stubs.)
Irrigation
Planting ( show proposed trees and shrubs/groundcover on one plan sheet. Include tree permit conditions and notes, if applicable.) Landscape Details
Other trades’ sheets
The plan scale shall be no smaller than 1” = 30’, preferably 1” = 20’ , unless otherwise approved. All plan sheets shall be drawn at the same scale and the north arrows shall be oriented in the same direction from sheet to sheet.
Specifications
Revise Table of Contents as needed.
Cover sheet shall be provided by the City, unless it is a turn-key project. Review basic sections provided, edit to reflect project needs. (First draft submittal shall show strikeouts and redlines. Do not delete shaded paragraphs until final version.) Non shaded paragraphs can not be modifi ed only paragraphs that are shaded should contain revisions. Insert additional sections to reflect project needs consistent with format provided. (Modifications shall be Microsoft Word 2010 compatible, Arial font, 12 pt. Indicate all new sections.)
Specifications shall be prepared and provided in 8-1/2” x 11” booklet form. The provision of these specifications does not relieve the Consultant of his/her responsibility to provide detailed and complete contract documents.
Design Development 75% Completion
The purpose of this submittal is to refine design, select materials and address site issues.
(Note: Design Refinement and Materials Selection can occur before 75% submittal. A submittal is required for Parks internal review and comment.
Provide electronic pdf plans which includes, at minimum):
100% complete Grading Plan with cut and fill calculations and drainage calculations (per City of Roseville Public Works Construction Standards, latest edition). Indicating number import, export or a balanced project. 100% complete Drainage Plan. (See #1 comment above and confirm underground stubs/utilities.)
Partial Construction/Staking and Reference Plan indicating materials and detail references.
Electrical Plan showing light location, POC and size of transformer. Irrigation Plan showing complete mainline layout with gate valves shown, head layout, controller type and location, sprinkler head type (e.g. model
Parks, Recreation & Libraries Department Section 1B: Design Development
The next update to these standards will be in July 2025. number, manufacturer name, gpm, psi and radius in feet), point of connection location and the static water pressure at the point of connection. For projects where the subdivision has not yet been built, indicate the projected static water pressure at build-out. Planting Plan, including a plant list, soils analysis report (report to be consistent with test recommendations per Section 32 90 00- Planting,
1.06), a delineation of turf and groundcover areas, and tree locations. 75% of the construction details, including references to the City Standards by detail number.
Determination of any deferred items have been identified and discussed with Building Department and noted on the plans.
Updated estimate of probable costs.
Checklist requirements
Parks, Recreation & Libraries Department Section 1B: Design Development
The next update to these standards will be in July 2025.
Design Development Completion Checklist
Project Name ___________________ Reviewed By: _________________ Date: __/___/___ Grading
Cut and fill calculations provided and addressed on plans. Playfield and courts sloped per Design Guidelines.
Adequate level space provided at play fields for spectators. Walkways comply with ADA.
Berms do not exceed 30” in height.
Drainage
Design complies with Design Guidelines, including drainage calculations.
Site Improvements
Layout of all site improvements are clearly shown on base map, including:
Fencing
Drinking Fountains
Site Furniture (benches, picnic tables, etc.)
Pavement by type
Poured-in-place items, i.e. seat wall, retaining walls, concrete curbs, mowstrips, etc. Hard Court Surfaces
Overhead Structures
buildings
Layout of improvements does not create unsafe conditions or conflict with adjacent uses. Layout complies with Design Guidelines.
Proposal of unique construction materials and deferred submittal items are clearly shown. (Further discussion may be necessary).
Play Area
Drainage and layout complies with Design Guidelines.
Use zones are clearly marked and do not overlap, except between spring toys. A clear path of travel from the play area entrance to the transfer deck is shown in the most direct route.
The swing area is visually and/or physically separated. At least one belt swing has an accessible non-friable play surface beneath connected to an accessible pathway.
Irrigation
Sprinkler head layout is shown.
Controller type and location is shown.
Sprinkler types and models are listed.
Point of connection and static water pressure (current and projected) is listed.
Planting
A preliminary plant list is provided.
Species shown on the list comply with Design Guidelines. Trees are shown and turf/groundcover areas are delineated.
Section 2:
CONSTRUCTION DOCUMENTS
Parks, Recreation & Libraries Department
Parks, Recreation & Libraries Department Section 2: Construction Documents
The next update to these standards will be in July 20232025.
Standard Construction Document Preparation Checklist for Parks
Construction Documents Review and Approval Process 99% Completion (City – wide plan review)
City-wide plan review of 99% complete Plans occurs through the Online Permitting Services (OPS) Portal and Electronic Plan Review system. Plans and other technical documents must co mply with the document submittal requirements outlined by the City of Roseville Development Services Department.
Upon completion of the documents fo r submittal, provide the Project Manager with the electronic files for upload to the OPS Portal.
An Appendix should include the, soils fert ility, chemistry, and structure testing lab report, permits (other than City permits), geotechnical report (if necessary), and the environmental document (if necessary) shall be incorporated within the appendi x. City shall provide permits, geotechnical report, and environmental documents, as needed for the specific project.
Include an Estimate of Probable Costs with the 99% submittal.
Construction Documents 100% Completion
Upon receipt of City comments, revi se the plans and specifications and provide written responses to each D epartment’s comments indicating where the changes have been made within the contract documents.
Resubmit plans and specifications (100% ) (quantity of resubmittal shall be as necessary to respond to City comm ents) to the Project Manager for redistribution. Include written responses to the plan check comments.
Utility Composite (CAD) drawing requir ed by Environmental Utilities at this stage.
Approved Plans and Specifications
After all departments have approved the construction documents, submit to the project manager the complete set of plans in AutoCAD 2014 or higher format.
Parks, Recreation & Libraries Department Section 2: Construction Documents
The next update to these standards will be in July 20232025.
Park Plan Requirement Checklist (For Use by Consultant prior to submitting plans to the City)
Date:
To:
CC:
Project:
CWJ#: EN# BD#
Plans submitted to the City for review and approval must contain the following components. Provide checklist with plan submittals:
COVER SHEET
Project Name and Address
CWJ# is noted on the top right -hand corner of the plan sheet Landscape Architect Seal
Vicinity Map
Signature Block
Sheet Index
Codes Reference
Reference to date specific Parks Construction Standards Cut and fill calculations are provided
Deferred submittals and add alternates are listed
Each sheet is clearly labeled
Index of items specifically under Building Dept. review
SCOPE OF WORK PLAN
Street lights and roadways are shown.
Limit of work line is shown
Match lines are shown
ADA routes are indicated
City of Roseville Public Improvement and Tree Preservation Notes are clearly labeled.
Proposed driveways, sidewalks, access point s/ramps and right-of-way improvements shown
EROSION CONTROL PLAN
Plan is provided
GRADING & DRAINAGE PLAN
Storm drain tie-ins are shown
Drainage systems are shown.
Contour lines are shown, both existing and future
Percentage of slope is shown on all sidew alks, concrete, planter areas, etc.
Height of walls, curbs and finish grade elevations are shown.
Legend is shown.
LAYOUT & REFERENCE (CONSTRUCTION) PLAN
Plan is provided.
Parks, Recreation & Libraries Department Section 2: Construction Documents
The next update to these standards will be in July 20232025.
CONSTRUCTION DETAILS
Play structure components are l abeled and safety zones are shown.
Construction details are provided.
Standards Construction details are shown with Department Head signature or referenced.
IRRIGATION PLAN & DETAILS
Potable water connection, irrigation point of connection (POC), meters, backflows and types of waterlines are clearly labeled.
Sewer and water tie-ins are shown
Irrigation main line layout and the size are clearly labeled Sprinkler head and valve layout is shown.
Gallons per minute (GPM) is ________ and is shown.
Pounds per square inch ( PSI) is ________ and is shown.
Irrigation legend is provided.
Watering schedule is provided.
Controller type is ______________________________________ and the location is shown.
Standard Irrigation details are shown with Department Head signature or referenced.
Backflow/connection details comply with Public Works Standards.
LANDSCAPE PLAN & DETAILS
Plant list is provided.
Tree and shrub locations are shown and turf/groundcover areas are delineated.
Standard Planting details are shown with Department Head signature or referenced.
Park identification sign includes grouping of roses at base of sign.
ELECTRICAL PLAN
Electrical point of connection is shown.
Available amperage is ___________ and is shown.
Light locations and types are located and labeled.
One-line diagram is provided.
Load calculations, voltage, phase, size of ma in service and location of metered pedestal are shown.
STRUCTURAL COMPONENTS (Building, lights, fences over 6’ high, walls over 4’ high) Construction details are shown.
As an authorized representative of ____________________ (firm/company), I have reviewed and verified that the submitted plans contain all of the required items listed above.
Signature Date
Print Name Print Firm/Company
Parks, Recreation & Libraries Department Section 2: Construction Documents
The next update to these standards will be in July 20232025.
Parks, Recreation & Libraries Department Section 2: Construction Documents
The next update to these standards will be in July 20232025.
Parks, Recreation & Libraries Department Section 2: Construction Documents
The next update to these standards will be in July 20232025.
ProcessProcess for Developer Generated “Turn-Key” Park Projects Step The Developer shall….. The City shall….
1 Contact Parks, Recreation & Libraries,
Park Development Division (774-5505) to
set up a meeting to review project and
process. Include the proposed
construction budget and schedule for
design, construction document
preparation, and construction.
Meet with the Developer to review
the project including: process,
design criteria, construction budget
and schedule.
2 Execute Park Development Agreement
between the City and the Developer(s).
(Template available upon request.)
Provide input and assistance
toward the creation of the Park
Development Agreement. Staff to
take agreement to City Council for
approval.
3 Provide a list of Landscape Architects
under consideration to design the park
and to provide construction documents
for the project on CAD. Landscape
Architect must have had previous park
design experience, a valid Calif.
Landscape Architect license, and have
local experience. Submit a statement of
qualifications, and an example of full-
scale construction drawings to the City
for review and approval.
Review submitted materials and
provide input. Make
recommendations towards the
selection of the Landscape
Architects and related Consultants
based on their qualifications,
references and experience.
4 Notify the City of who the recommended
Landscape Architect is, prior to award of
their contract and start of their work.
Approve selection of Landscape
Architect and related Consultants.
5 Download a copy or provide a link of the
Parks Construction Standards, which
include park design guidelines for use by
the Consultant and City Improvement
Construction Standards through
Development Services.
Provide a link to the Park
Construction Standards.
6 Submit to the City a Conceptual Park
Plan and an estimate of probable costs,
based on the approved specific plan
concept, for review and input.
Review and provide input on the
submitted plan.
7 Revise the submitted plan, based on City
input, for completion of the Final Master
Plan. Submit a colored, laminated
rendering and an 8-1/2”x 11” black and
Upon receipt of the final master
plan, take proposed plan to Parks
and Recreation Commission.
Parks, Recreation & Libraries Department Section 2: Construction Documents
The next update to these standards will be in July 20232025.
Step The Developer shall….. The City shall….
7 (Cont’d)
white reduction of the master plan, a
digital file of the color rendering and a
revised estimate of probable costs.
8 Developer is responsible for any required
permits, and environmental clearances
for project. Based on the completed
master plan design, contact the City’s
Environmental Coordinator for
environmental review and determination
of requirements and/or clearances.
(Generally an initial study is required and
possibly a negative declaration.)
9 Submit final master plan with approved
environmental documentation and final
cost estimate to City for final approval by
City Council.
Take the final master plan with
environmental determination to the
City Council for approval.
10 Provide construction documents based
on the Parks Construction Standards,
and applicable City Improvement
Standards, at Design Development (75%)
and 99% completion. At Design
Development completion, provide
electronic plan files as outlined in the
Design Development Section of these
Standards. At 99% completion and prior
to citywide review, submit complete sets
of plans, permit applications, draft
specifications consistent with the
Construction Document Section of these
Standards to the Project Manager for
submittal to the Online Portal Services
system. An estimate of fees will be
calculated by Development Services and
will need to be paid by the Developer in
order to cover City plan review,
GIS/mapping and inspection costs.
Unspent balances of the deposit will be
returned to the Developer upon
completion of the warrantee period.
Review the construction documents
at Design Development and 99%
completion. At 99% completion,
coordinate plan review with other
City departments through the city-
wide review process.
11 Revise and resubmit to the Parks,
Recreation & Libraries Department
contact the construction documents to
Assist in obtaining City approvals of
the bid package.
Parks, Recreation & Libraries Department Section 2: Construction Documents
The next update to these standards will be in July 20232025.
Step The Developer shall….. The City shall….
11 (cont.)
reflect City comments. At 100% provide
written responses to each City comment
indicating where in the documents the
response to the comment is located.
After all Departments have approved the
construction documents, submit the bid
package (see next page)
12 Upon receipt of approved plans, obtain
list of pre-qualified contractors from City.
Certain subcontractor trades are included
in pre-qualifications.
Provide pre-qualified
contractors/subcontractors’ list.
13 Solicit bids for the construction of the
project utilizing the pre-qualified
contractors list.
14 Upon receipt of bids, provide the City with
the results of the bid. Make
recommendations for selection of the
contractor and value engineering items, if
necessary.
Review and approve bid
recommendation. (Value
engineering may be necessary if
bids are over budget.)
15 If required, hire a park construction
inspector, as approved by the City.
Approve or provide a park
construction inspector.
16 Upon City approval, register selected
contractor with the Department of
Industrial Relations, outlining scope of
work included in the contract, and
proceed with the construction of the
project. Notify the City’s liaison of the
Pre-construction meeting and submit a
construction schedule at that time.
All applicable City Dept’s to
participate in the Pre-construction
meeting and ongoing inspections as
required.
17 Obtain all applicable City permits,
including, but not limited to, grading,
drainage, encroachment, building and
tree permits. Maintain all inspection cards
including Parks inspection card on site to
be signed off by inspectors at the time of
each inspection.
Provide Parks inspection card.
18 Submit electronic versions of project
submittals for review and approval by the
City.
Review and stamp submittals.
Distribute to applicable City staff
and return electronic copy to
developer.
Parks, Recreation & Libraries Department Section 2: Construction Documents
The next update to these standards will be in July 20232025.
Step The Developer shall….. The City shall….
19 Developer to provide a professional
liaison (i.e. landscape architect or
construction manager) to monitor and
communicate with the City during the
progress of construction and any
changes which may need to be
considered due to site conditions or
other. This shall include the review of
any submittals and other shop drawings.
Participate in the on-site review,
submittal reviews, and inspections
of construction progress. Attend
routine construction meetings as
needed.
20 Conduct on-site reviews on a weekly
basis. Complete establishment period.
Conduct a Pre-final and Final site review.
Submit certification by landscape
architect that park is built according to
plans and specifications.
Participate in the Pre-final and Final
site review.
21 If a reimbursement is due, submit a
detailed cost summary with receipts or
approval forms to the City for review,
including approved change orders.
Meet with Developer to review final
cost summary. Based on agreed
cost, process reimbursement to the
Developer.
22 Coordinate a meeting with the City to
provide turn-over documents as outlined
in the Parks Standards.
Facilitate a meeting and collect all
turn-in items, including meter
numbers for transfer to City.
22 Submit the appropriate documentation for
the deeding of the improved park
property to the City for recordation.
Coordinate with the City Manager’s
Office. Also switch utility bills from
developer to City of Roseville.
Accept the project upon completion
of all of the following: formal
dedication by the developer, upon
satisfactory completion of the
project including the maintenance
period, and upon receipt of asbuilts.
23 Celebrate with a dedication - Work with
City to plan.
Work with Developer to plan
dedication of park.
24 Respond on a timely basis to any repairs
under the one-year warrantee.
Monitor warranty period and
request any repairs.
25 At end of warranty period, provide
balance remaining of deposit to
Developer.
Parks and Recreation Department Section 2: St reetscape Construction Document and Plan Processing
The next update to these standards will be in July 20232025.
Parks and Recreation Department Section 2: St reetscape Construction Document and Plan Processing
The next update to these standards will be in July 20232025.
Streetscape Construction Documents and Plan Processing
Streetscape Construction Document
Streetscapes General
List the square footages of turf areas and landscape areas individually (by valve number) within the irrigation sheets.
Redwood header boards are not permitted. Utilize the 12” wide concrete mow bands per Parks Construction Standards.
Include required notes on all plan sets:
“All improvements shall comply with Cit y of Roseville Parks Construction Standards, latest edition”.
“Contact USA Alert (800) 642-2444 at leas t 48 hours prior to start of work.” “A preconstruction meeting must be scheduled prior to construction commencement of any irrigation and/or landscaping.”
Show accent lighting including model # and type on the plans. In-ground fixtures are not permitted. Lighting located within a turf area is not permitted. Use LED fixtures where possible.
Subdivision names on entry monuments shall be cast in place or monolithic and bolted. Epoxy placed lettering or logos are not permitted. Seat/Planter walls and handrails shall be designed with skate deterrents as an integral part of the design. Third party add-on products such as “Skate Block” are prohibited.
Grading
All plans shall include grading contours and drainage systems to show how site water is being surface and subsurface drained.
All berms shall not exceed 30 inches in height; this shall include the height of plant material on the berm at maturity.
Slopes of any landscaped areas greater than 2% shall locate the toe of slope two feet away from back of walk. The re maining two feet shall be a bench sloped at 2% away from the back of walk.
Irrigation
Provide water/irrigation schedule on eac h irrigation plan consistent with requirements outlined in the City’s Water Efficient Landscape Ordinance. The gallons per minute shall be included for all irrigation nozzles on the irrigation legend.
Location and size of back flow prevent er shall be shown. Provide a detail enlargement of the point of connection.
Size of the meter, backflow and all valves shall be consistent with the size of the irrigation main line.
#12 copper tracing wire is required along entire length of irrigation main line.
Parks and Recreation Department Section 2: St reetscape Construction Document and Plan Processing
The next update to these standards will be in July 20232025. Reclaimed water notes shall state comp liance with City of Roseville Department of Public Works Design and Construc tion Standards. If utilizing an existing controller, specify its location and how m any stations are available for use.
Landscape architect shall verify existing controller conditions. All irrigation designs must comply with the City of Roseville Water Efficient Landscape Ordinance.
Sub-surface irrigation shall be minima lly used and only as approved by the Parks, Recreation & Librar ies Department. Areas for consideration in allowed used of sub-surface irrigation are co rners around monuments and narrow areas less than 3 feet wide. Additional revi ew of drip will be required for changing legislation.
Do not design streetscapes using booster pumps.
Planting
Planting and irrigation must be integrated so that like-water use plants are placed together in the same irrigation zone.
Do not use “No Mow” fescue.
Large trees shall not be used where planter or median strip widths are less than ten feet wide. Either remove the tree or replace with smaller variety. See Design Guidelines Section for trees specific to planter widths. All plans shall include vehicle site distance triangles at all intersections and turn pockets. Site distance triangles shall be verified by the project engineer. No plantings which will grow taller than 12” in height at maturity shall be planted within the site distance triangles.
All plan sets shall show fire hydrants, streets signs, street lights and underground utility easements. Planting shall avoid conflicts with these improvements. Do not plant trees or shrubs in front of irrigation heads.
Parks and Recreation Department Section 2: St reetscape Construction Document and Plan Processing
The next update to these standards will be in July 20232025.
Streetscapes Plant Species Concern
Botanical Name Common Name Concerns Alternate Suggestion Agapanthus African Lily
Limit use, heat
and frost
sensitive
dwarf variety
Aquilegia formosa Western Columbine
Short lived
species, sun
and heat
sensitive
Phygelius x rectus
‘Winchester Fanfare’
or ‘Pink Elf’ or ‘African
Queen’ or ‘Trewidden
Pink’
Artemesia californica
‘Canyon Gray’ Trailing Sagebrush Prohibited in the
specific plan
Artemisia stellerana
‘Silver Brocade’ or
Lessingia filaginifolia
‘Silver Carpet’
Crataegus laevigata English Hawthorn Disease prone,
do not use
Acer buergeranum
‘Streetwise’
Hypericum calycinum Creeping St.
Johnswort
Do not use, this
species is
invasive
Teucrium
chamaedrys
‘Prostratum’ or
Gazania or Erigeron
‘Wayne Roderick’
Imperata cylindrical
‘Rubra’
Japanese Blood
Grass
Winter
dormancy, with
high water
requirements
Pennisetum
setaceum ‘rubrum’
Lupinus albifrons Silver Bush Lupine Short lived Teucrium fruticans ‘Compactum’
Mimulus aurantiacus Sticky Monkey
Flower
Brittle stems and
summer
dormant
Agastache ‘Apricot
Sunrise’ or ‘Tangerine
Dreams’ or ‘Tutti-frutti’
(These require good
drainage)
Platanus x acerifolia London Plane Tree
Limit use, do not
use in planters
less than 10’
wide
Pinus spp Pines Structurally
unsound
Rosmarinus
officinalis Rosemary Collects trash
too rangy
Parks and Recreation Department Section 2: St reetscape Construction Document and Plan Processing
The next update to these standards will be in July 20232025.
Plan Approvals and Construction
Plans approved more than two years prior to the start of construction shall comply with the current Parks Constr uction Standards and may require a new review at the time of construction.
Contractor shall include Parks, Recreati on & Libraries Department in the initial pre-construction meeting.
Due to the delay in time between t he initial pre-construction meeting and landscape work, the Contractor shall ca ll for a second pre-construction meeting with Parks, Recreation & Libraries prior to start of irrigation work. This includes any proposed impacts to existing i rrigation systems already under City operations. The landscape subcontractor shall be in attendance. All streetscapes are requir ed to be inspected by the City of Roseville Park Inspector at key milestones of the projec t. A construction inspection card specific to streetscapes will be presented at the preconstruction meeting and must be kept at the construction site at all ti mes. The Inspector must approve and sign each construction milestone listed on the inspection card at the time of inspection. Signing off of all phases/milest ones at the end of the project is not permitted.
Parks and Recreation Department Section 2: St reetscape Construction Document and Plan Processing
The next update to these standards will be in July 20232025.
Street Landscape Plan Requirement Checklist (For use by the Consultant prior to submitting plans)
Date:
To:
CC:
Project:
CWJ#: EN# BD#
Plans submitted to the City for review and approval must contain the following components:
COVER SHEET
Project Name and Address
CWJ# is noted on the top right -hand corner of the plan sheet Architect or Engineer Seal
Vicinity Map (Context of the property is shown with adjacent land uses labeled.) Signature Block
Sheet Index
Reference to date specific Parks Construction Standards Individual square footage of turf areas and landscape areas are listed.
Each sheet is clearly labeled
GRADING & DRAINAGE PLAN
Storm drain tie-ins are shown
Drainage systems are shown.
Contour lines are shown, both existing and future
Percentage of slope is shown on all sidew alks, concrete, planter areas, etc.
Height of walls, curbs and finish grade elevations are shown.
Legend is shown.
LAYOUT & REFERENCE (CONSTRUCTION) PLAN
Plan is provided.
Street lights and roadways are shown.
Limit of work line is shown
Match lines are shown
Proposed driveways, sidewalks, access points/ramps and right-of-way improvements are shown Major sewer, water and storm drain lines are shown.
Fire hydrants are shown
IRRIGATION PLAN & DETAILS
A master irrigation plan showing points of connections/sizes, sleeves/sizes, valbes/sizes, mainline/sizes and controller locations shall be included in all phased plans sets.
Areas that are to be City maintained and privately maintained are clearly labeled.
Irrigation water point of connection (POC), meters, backflows and types of waterlines are clearly labeled.
Irrigation main line layout and the size are clearly labeled Sprinkler head and valve layout is shown.
Gallons per minute (GPM) is ________ and is shown.
Parks and Recreation Department Section 2: St reetscape Construction Document and Plan Processing
The next update to these standards will be in July 20232025.
Pounds per square inch ( PSI) is ________ and is shown.
Irrigation legend is provided.
Watering schedule is provided.
Controller type is ______________________________________ and the location is shown.
Standard Irrigation details are shown with Department Head signature or referenced.
Backflow/connection details comply with Public Works Standards.
LANDSCAPE PLAN & DETAILS
Areas that are to be City maintained and privately maintained are clearly labeled.
Plant list/legend is provided and is consistent with the specific plan design guidelines and Parks Construction Standards.
Tree and shrub locations are shown and turf/groundcover areas are delineated.
Site distance triangles are shown.
Standard Planting details are shown with Department Head signature or referenced.
ELECTRICAL PLAN
Electrical point of connection is shown.
Available amperage is ___________ and is shown.
Light locations and types are located and labeled.
Load calculations, voltage, phase, size of ma in service and location of metered pedestal are shown.
STRUCTURAL COMPONENTS (Building, lights, fences over 6’ high, walls over 4’ high) Construction details are shown.
As an authorized representative of ____________________ (firm/company), I have reviewed and verified that the submitted plans contain all of the required items listed above.
Signature Date
Print Name Print Firm/Company
Section 3:
CITY OF ROSEVILLE GENERAL CONDITIONS
FOR BUILDING AND GROUNDS
Parks, Recreation & Libraries Department
In order to ensure the most up-to-date version, hard copies of the Buildings & Grounds Section is provided as a supplemental. In all cases, the Buildings & Grounds Section is considered a part of these Parks Construction Standards.
Section 4:
TECHNICAL SPECIFICATIONS
Parks, Recreation & Libraries Department
Project
Date
Table of Contents
TABLE OF CONTENTS
TABLE OF CONTENTS
SECTION 00 31 46 PERMITS
SECTION 01 10 00 SUMMARY OF WORK
SECTION 01 57 23 STORM WATER POLLUTION CONTROL
SECTION 03 30 00 SITE CONCRETE
SECTION 04 20 00 UNIT MASONRY (GENERAL)
SECTION 05 12 00 STRUCTURAL AND MISCELLANEOUS STEEL (GENERAL) SECTION 09 91 00 PAINTING AND FINISHES (GENERAL)
SECTION 12 93 00 SITE FURNISHINGS
SECTION 26 00 00 SITE ELECTRICAL
SECTION 31 10 00 CLEARING AND GRUBBING
SECTION 31 20 00 EARTHWORK
SECTION 32 12 16 ASPHALT CONCRETE PAVING
SECTION 32 15 40 DECOMPOSED GRANITE PAVING
SECTION 32 31 13 CHAIN LINK FENCING
SECTION 32 32 19 MODULAR CONCRETE RETAINING WALLS
SECTION 32 84 00 IRRIGATION SYSTEM
SECTION 32 90 00 PLANTING
SECTION 33 00 00 UTILITIES
Consultants to add new sections and/or edit existing sections as needed to reflect specific project needs. New sections shall be form atted to match those included in these standards.
APPENDICES
A: Irrigation Schedules # pages
B: Soils Fertility Report # pages
C: Permits (provided by the City/Project Owner) # pages D: Environmental Document (provided by the City/Project Owner) # pages E: Geotechnical Report (provided by the City/Project Owner) # pages
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Consultant to add or delete sections/appendices as they apply to specific project needs.
Items noted to be provided by the City shall be identified on a project by project basis.
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SECTION 00 31 46
PERMITS
PART 1 - GENERAL
1.01 General Requirements
A. The requirements set forth in the Gener al Conditions shall be in addition to the standards provided herein.
B. The requirements set forth in the S upplemental Conditions shall be in addition to the standards provided herein.
C. The intent of this Section is to furn ish bidders with the known list of required permits for the Work under the Contra ct Documents. Bidders should note that the list is not necessarily complete and that additional requirements may exist or arise.
1.02 Permits
A. The Contractor shall obtain copies of the following permits from the Project Manager. Copies of these shall be obtaine d prior to start of work and shall be kept on the jobsite.
1. State Water Resources Control Boar d General Permit for Discharges of Storm Water Associated with Construction Activity:
The City has prepared and submitted the SWPPP and Notice of Intent (NOI) to the State Water Resources Control Board. Prior to starting construction, Contractor shall obtain coverage under and comply with the General Permit for Discharges of Storm Water Associ ated with Construction Activity (Construction General Permit Order 2009-0009-DWQ). The City will prepare and submit the NOT when permanent BMP’s have been installed.
2. City of Roseville Department of Development Services, Encroachment Permit for all Work related to this project.
3. City of Roseville Department of Development Services, Grading Permit for all Work related to this project.
4. City of Roseville Department of Development Services, Building Permit for all structural items associated with this project, including, but not limited to, lighting, backstops, re strooms, shade structur es, drinking fountain (plumbing code), and miscellaneous electrical.
5. California Department of Fish & Game, Section 1601 Streambed Alteration Agreement: Owner has applied for and obtained the Section 1601 Project
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Section 00 31 46: Permits
Agreements to allow work within streambeds and banks. A copy of the permit is included in the Appendix of the Project Manual.
6. City of Roseville Planning Department, Tree Permit: Owner has applied for and obtained a tree permit to allow removal or encroachment under Heritage Oaks.
B. Contractor shall comply with the c onditions of these permits, and will be solely responsible for all costs associated wi th meeting permit conditions unless specifically specified otherwise in these Contract Documents.
C. A copy of the permit is included in the Appendix of the Project Manual. A trench/excavation permit must be on file wi th the City. Submit a copy of the notification letter to CAL OSHA, whic h outlines the project, and contracted scope of work.
PART 2 - PRODUCTS
Intentionally left blank.
PART 3 - EXECUTION
Intentionally left blank.
END OF SECTION
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SECTION 01 10 00
SUMMARY OF WORK
PART 1 - GENERAL
1.01 General
A. The requirements set forth in the Gener al Conditions shall be in addition to the standards provided herein.
B. The requirements set forth in the Specia l Conditions shall be in addition to the standards provided herein.
1.02 Project Description
A. Project Name and address:
Sample Project Name
123 Main Street Roseville
B. Project description/scope of work:
The scope of this project includes …
C. The Contractor, prior to submission of his bid, shall visit the site and become familiar with the physical site conditi ons, the plans and specifications. All existing site conditions, apparent in a det ailed, on-site inspection, shall be a part of the project. Submission of a bi d shall represent the Contractor’s acknowledgment of the existing si te conditions and its effect on the implementation of the contract documents.
1.03 Engineering
A. Field Engineering, as a part of this contract, shall include:
1. Layout of the work and establishment of lines and grades.
2. Said work to be performed by a Cali fornia Registered Civil Engineer or a California licensed Land Surveyor.
3. When discrepancies between the drawi ngs and actual site conditions are discovered, notify the Inspector for instruction on how to proceed.
4. All work shall:
a) Establish indicated layout in rela tion to the property survey and existing reference points.
b) Establish and preserve permanent reference points during the course of construction.
c) Set locations and elevations of a ll site elements as required for proper completion of the work.
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1.04 Permits, Fees and Notices
A. The Contractor and/or his assigned Subcontractors sha ll obtain any and all required permits (beyond those provided in the Appendix) from all governing authorities, including other City Departments, prior to start of construction.
1.05 Construction Plans
A. Any discrepancies or omissions found in the Contract Documents shall be reported to the City’s project manager immediately. The City’s project manager will clarify discrepancies or omissions, in writing, within a reasonable time.
B. In resolving inconsistencies among tw o or more sections of the Contract Documents, precedence shall be given in the following order:
1. Notice to Contractors
2. Special Provisions
3. City of Roseville Parks Construction Standards
4. City of Roseville Design and Construction Standards
5. Drawings
Addenda shall take precedence over all se ctions referenced therein. Figure dimensions on Drawings shall take precedence over scale dimensions.
Detailed Drawings shall take precedence over general Drawings.
1.06 Definitions
A. The term “accepted” where used within, shall mean accepted in writing by the City of Roseville’s Project Manager.
B. The term “Inspector”, where noted, shall mean the projec t representative, appointed by the City of Roseville, wh o will oversee the project on a day-to- day basis.
C. The term “Project Manager”, where noted, shall mean the project representative appointed by the Parks Department.
D. The term “Consultant”, where noted, shall mean the prime Consultant listed on the cover sheet of these Specifications.
E. The term “accepted equal”, where us ed herein, shall mean the equal in the opinion of the Project Manager, in co nsultation with the Consultant, when necessary, and as accepted in writing by the Project Manager.
F. The term “Project Owner”, where us ed herein, shall mean the landowner or developer.
G. The term “provide”, where used herein, shall mean furnish and install complete.
H. The term “as selected”, where used herein, shall mean as selected by the Consultant and as accepted by the Project Manager.
I. The term “substantially complete”, w here used herein, shall mean the state of which the project can be used in the manner of which it is intended with the exception of minor items as determined by the Project Manager.
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J. See Section 1 of the General Conditi ons for additional definitions and terms.
1.07 Standards
A. Numerous standards are referenced in these contract documents. The referenced standards shall be the current edition as of the date of these contract documents. Also, see Section 4 - 1.02 of the General Conditions.
B. The codes adopted by the City, C ounty, State and federal agencies shall govern minimum requirements for this project. Where codes conflict with these Specifications, the more stringent s hall apply, and such conflicts shall be brought to the attention of the Project Manager. Calt rans Standards shall be applied where specifically referenced. In the absence of specific reference requirements in the contract documents, the applicable codes shall govern.
C. In addition to the standards noted in individual sections of these Specifications, standards of the following organizations shall be noted by initials only.
1. ANSI: American Natio nal Standards Institute.
2. ASTM: American Society for Testing and Materials.
1.08 Submittals
A. All submittals shall be submitted at one time within ten (10) working days from issuance of Notice to Proceed. The review time for submittals shall be as noted in Section 2 - 1.04 of the Special Condit ions. Items returned for re- submittal shall be returned to the City within two weeks
B. The Contractor shall include a cover sheet indicating the following (A sample is provided in Section 5: Forms):
1. Drawing sheet or specif ication section reference (by section, paragraph and sub-paragraph numbers);
2. Item description;
3. Indication whether this item is “as specified” or “proposed substitution” and
4. A space for itemized response summary , e.g. “reviewed” or “resubmit”.
C. Contractor shall provide submittals electronically in PDF file format and physical product samples as required in specifications. It shall be the Contractor’s responsibility to ensure that the summary sheet is included in the submittal package. Incomplete submittal packages (i.e., the lack of a summary sheet or lack an appropriate product sample) will not be reviewed.
D. Proposed substitution requests mu st include a comparison between the originally specified item and the propos ed substitute. The burden of proof of compliance for proposed substitutions with project requirements rests with the Contractor. Coordination of the installation of accepted substitutions, including incidental changes/modifications to accommodate proposed products shall be at no additional cost to the Owner.
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E. Where required in specified Section of these Specifications , submittals shall include proof of order of site furnis hings, play equipment or other materials within two weeks (ten working days) of receipt of the returned, approved submittal. Submittals of orders shall be made at one time. Exceptions will be considered, with justification.
1.09 Tests
A. In addition to Section 4 - 1.03 of the General Conditions, testing and inspections may be performed by a private testing laboratory. The testing laboratory, provided by the City, shall be under the direction of a California registered civil engineer. All work shall conform to requirements set forth by ASTM B329, and shall be acceptable to the City.
B. Copies of the laboratory reports/resul ts of each test or inspection shall be provided to the Project Manager, Inspector and Contractor.
1.10 Temporary Facilities
A. Sanitary provisions shall be the re sponsibility of the Contractor. Existing restroom facilities shall be not utilized by the Contractor, hi s Sub-contractors, or employees thereof, unl ess specifically accepted by the Project Manager.
Provide chemical toilets or water closets and urinals connected to the sewer in a location accepted by the Project Manager.
B. Barricades shall be the responsibility of the Contractor and shall be erected as necessary to protect the property, the construction and the public from hazards due to construction.
C. Signs, other than those i dentified in these Specificat ions, shall be prohibited.
Notices, required by law, shall be posted and maintained.
1.11 Utilities
A. All utility fees, including, but not limi ted to, connection fees, installation fees, meters, monthly service fees and cost of utilities used during the course of construction and establishment are considered a direct cost and are the responsibility of the Contractor until project acceptance by City Council.
1.12 Dust/Noise Control Requirements
A. Dust and other air pollution nuisances on or adjacent to the site shall be abated, per Section 2 - 1.07 of the General C onditions. Dirt shall not be allowed to accumulate on streets or sidewalks nor be washed into sewer.
B. Noise from construction operations shall be kept to a minimum. Allowable hours of operations shall be from 7 a.m. to 7 p.m. Monday through Friday. Work on weekends and holidays must be approved by the project manager. Work on Project
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Section 01 10 00: Summary of Work
weekends and holidays shall not begin before 8 a.m. and must be completed by 8 p.m.
1.13 Tree Replacement Schedule
A. Trees damaged or removed without prior approval shall be replaced at an inch per inch basis on-site, except otherwise accepted. New stock shall follow the table provided:
Plant Size Inch Value
3 Five Gallon Stock One Inch
1 Fifteen Gallon Stock One Inch
1 24” Box Stock Two Inches
1 36” Box Stock Three Inches
1.14 Inspection of Construction
A. In addition to the routine inspections performed by the Parks Inspector, portions of work may be inspected by the other city departments. Notify the Parks Inspector and Project Manager a minimu m of 48 hours prior to date of inspection.
B. The Parks Inspector shall be the main line of communication between the site superintendent, the project manager and other City department inspectors.
Changes in scope of work or standar ds shall be approved by the project manager.
C. Refer to the parks inspection record. This shall be issued at the Pre- Construction meeting and shall be ut ilized by the Contractor throughout the course of construction. A completed “hard card” shall be submitted to the Project Manager along with required turn in items (See 1.19 this Section) upon final acceptance of the project. The Notice of Completion shall not be filed until all record documents have been received and accepted.
1.15 Adverse Impacts to Site Conditions Due to Construction A. Impacts that affect the site conditions to the detriment of the park or streetscape Impacts that affect the site conditions to the detriment of the park or streetscape construction or long term viability of the site shall be mitigated by the contractor prior to acceptance of the project. Su ch impacts shall include, but are not limited to:
1. Soil compaction in non-structural areas;
2. Diesel or gas fuel leaks/spillage;
3. Buried concrete or other construction debris;
4. Hazardous material contamination;
5. Lime treatment in planting areas;
6. and more.
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1.16 Pre-final (Punch List) Review
A. Notify, in writing, to the Parks C onstruction Inspector, that the work is substantially complete. Substantially complete is defined as “the state of work where it may be used in a suitable and intended manner with exception of minor corrections”. Partial acceptances will not be granted. Items to be reviewed as a part of substantial completion include:
1. All construction items
2. Installation of all site furnis hings, including lights and signs
3. Seeding or sodding of all turf areas
4. All planting, including weeding of planted areas
5. The irrigation system is fully f unctioning as designed and as confirmed by the landscape irrigation audit.
B. Within five workings days of receip t of notification, the Parks Construction Inspector will confirm substantial completion. The Parks Construction Inspector will schedule the punch list walk (pre-final review) within five working days after the project has been determined as substantially complete. A formal punch list will be developed at the punch lis t walk. The Parks Construction Inspector will provide a copy of the form al punch list to the Contractor within five working days of punch list walk. Performance of the punch list walk does not automatically trigger the start of establishment.
1. If at any point during this review that it becomes apparent that the Contractor has not properly prepared for the site review, the inspection shall immediately be terminated and re-scheduled at such a time as the site has been readied for a review. Any costs fo r the re-scheduling of the review shall be the responsibility of the Contractor. Lack of site preparation could delay start of the establishment period.
C. Concurrent to the pre-final review, the City will make a formal request for all required turn-in items to be submitted to the City. All turn-in items shall be submitted to the City (single point of contact), at one time and only by appointment. Do not drop off the turn-in items at the front counter and without an appointment.
D. Once all turn-in items have been confirmed to be complete and accurate, the establishment period may be considered to begin. The City shall have sole discretion in determining the appropri ateness of the commencement of the establishment period and shall notify the de veloper/contractor in writing of the start and end dates. Portions of the project will not be accepted for establishment prior to the substantial completion of the entire project.
1.17 Establishment Period
A. The duration of the establishment period shall be:
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1. For seeded turf in parks: Ninety (90) calendar days, minimum, and until the Notice of Completion (NOC) for City-built parks has been approved by the City Council, or the deed transferring property ownership, has been recorded at the County for Developer-built parks.
2. For sodded turf in parks: Forty-fi ve (45) calendar days commencing between March 1st and October 31st and sixty (60) calendar days commencing between November 1st and February 28
th, and until the Notice
of Completion (NOC) for City-built parks has been approved by the City Council, or the deed transferring property ownership, has been recorded at the County for Developer-built parks.
3. For streetscapes: Thirty (30) calendar days, minimum, and until final acceptance of all related street im provements subject to approval of a Notice of Completion by the City Council. The inclusion of large box trees (36” box and greater) may require an extended establishment period of ninety (90) calendar days, as noted on plans.
B. Active maintenance is required thr oughout the entire estab lishment period.
Active maintenance is defined as:
1. All areas within the project site shall be protected against damage including vandalism, erosion, trespass, rodents and other acts. Immediately repair all damaged areas.
2. All walkways and paved areas shall be kept clean and all debris within planting and turf areas shall be immediately removed.
3. Automatic irrigation controller shall be fully utilized and irrigation system monitored and adjusted as described in Section 32 84 00 4.03.
4. All plant and turf maintenance as described in Section 32 90 00 3.11 C. Prior to the start of the final thirty (30) days of establishment:
1. All punch list items shall be completed.
2. All certifications and te sting shall be completed.
3. All plantings and turf shall be thriving and in a healthy condition.
4. The lack of active maintenance prior to the final thirty (30) days may constitute a delay in the start of the final thirty (30) days of the establishment period.
1.18 Final Review
A. One (1) week prior to the end of the establishment period, a final on-site review shall be conducted to review project readiness for final turn-over. All punch list items must be satisfactorily addressed prior to the final review.
B. The project shall be prepared and cleaned per Section 2 - 1.12 of the General Conditions; the turf shall be mowed; and the irrigation heads shall be adjusted appropriately one day prior to the scheduled final review.
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C. Acceptance of the project shall be considered “field accepted” and a recommendation will be forwarded to the City Council for “final acceptance” per Section 7 - 1.01 of the General Conditions.
D. An unaccepted project shall extend the establishment period until such time as the unaccepted portions of the project have been reviewed and field accepted by the Inspector and Project Manager.
E. Turn over for City maintenance shall occur only after:
1. The specified duration of the est ablishment period has been successfully completed.
2. If required, the deed transferring property ownership, has been recorded at the County.
3. A Notice of Completion (NOC) for city-built parks and for streetscapes has been approved by the City Council.
F. Contractor shall provide a writ ten guarantee covering all improvements associated with this project. See 1.19 – Warrantees Warranties and Guarantees.
1.19 Record Documents
A. Record documents or as-built plans shall be maintained on-site and updated routinely as specified in Section 2 - 1.13 of the General Conditions. Record documents shall include all items under the contracted scope of work.
B. Record documents shall be submitted:
1. one full size set of final as-built dr awings (verified/init ialed by the Parks Inspector during the establishment period)
2. one set of 11 x 17 reductions of the complete as-built package; and
3. two sets 11 x 17 laminated reductions of the irrigation plan illustrating with colors the individual controller stations; and
4. one USB storage device containing PD F scanned images (in color) of the verified/initialed as-built drawings.
5. For City of Roseville CIP projects, SWPPP binder.
1.20 Warranties and Guarantees
A. Warranties are required under various Se ctions of these S pecifications. Prior to final acceptance, the Contractor shall assemble all warranties into a single, bound or stapled package. All warranties shall be clearly labeled and the number of years highlighted. Also, see Sections 7 - 1.10 and 7 - 1.11 of the General Conditions.
1. Warranties for equipment shall be submitted in the manufacturer’s standard form and shall be countersigned by the subcontractor or supplier and the Contractor.
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2. All other warranties shall be provi ded in the following format, written on subcontractor’s or supplier’s letterhead, signed by the subcontractor or supplier and countersigned by the Contractor:
WARRANTY FOR YEARS
“We hereby warrant that the product which we have installed at project name has been done in accordance with the contract documents, and that the work, as installed will fulfill the warranty requirements included in the Specifications.
We agree to repair or replace any or a ll of our work, together with any other adjacent work which may be displaced by so doing, that may prove to be defective in its workmanship or mate rial within the warranty period stated above commencing from the date of final acceptance of the above named project by the City of Roseville’s City Council, without additional expense to the City, ordinary wear and tear and unusual abuse or neglect excepted.
In the event of failure to comply with the above conditions within thirty (30) days of notification by the City, we collectively or separately do hereby authorize the City to proceed with the r epairs or replacement of such defects at our expense. Payment of said cost s and charges will be forwarded to the City upon demand.
Signed:
Subcontractor or Supplier Date
Countersigned:
Contractor Date
B. Guarantees shall be a minimum of one (1) year for all plant material, including trees and shrubs. The guarantee shall stat e that plant materials (trees & shrubs) to be free of all defects or di sease and all plants are in a healthy and thriving condition at the completion of the contract. Deciduous plant material shall be warranted beyond the time of contract completion until such time as growth becomes evident.
PART 2 - PRODUCTS
Intentionally left blank.
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PART 3 - EXECUTION
Intentionally left blank.
END OF SECTION
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Section 01 57 23: Storm Water Pollution Control
SECTION 01 57 23
STORM WATER POLLUTION CONTROL
PART 1 - GENERAL
1.01 General
A. The requirements set forth in the Gener al Conditions shall be in addition to the standards provided herein.
B. The requirements set forth in the Specia l Conditions shall be in addition to the standards provided herein.
1.02 References
A. State Water Resources Control Board Order No. 2009-0009-DWQ National Pollutant Discharge Elimination System General Permit No. CAS0000002, for Storm Water Discharges Associated with Construction and Land Disturbance Activities.
B. CASQA California Stormwater BM P Handbook – Construction, November 2009
1.03 Definitions
A. NOI: Notice of Intent
B. NOT: Notice of Termination
C. QSP: Qualified SWPPP Practitioner
D. QSD: Qualified SWPPP Developer
E. SWPPP: Storm Water Pollution Prevention Plan
F. SWRCB: State Water Re sources Control Board
G. NPDES: National Pollutant Disc harge Elimination System General H. WDID: Waste Discharger Identification number
I. BMP: Best Management Practices
PART 2 - PRODUCTS
Intentionally left blank.
PART 3 - EXECUTION
3.01 SWPPP
A. Comply with State Water Resour ces Control Board Order No. 2009-0009- DWQ National Pollutant Discharge Elimin ation System General Permit No.
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Section 01 57 23: Storm Water Pollution Control
CAS0000002, for Storm Water Discharges Associated with Construction and Land Disturbance Activities.
B. A SWPPP has been developed for this project. The SWPPP is a dynamic document and will change as condition s (weather or construction phases) warrant.
C. Implementation of the SW PPP is the responsibility of the Contractor and a part of this project. Costs associated with implementation and maintenance of the BMPs per the SWPPP shall be included in the lump sum base bid.
D. Major changes to the SWPPP shall be reviewed by the City’s QSD prior to implementation. Cost associated with the major changes will be paid for using the unit cost listed in the Additions or Deletions Sheet of the Proposal E. The City’s QSP will perform weekly inspections of the jobsite. Implementation of and minor changes to the SWPPP as directed by the City’s QSP shall be incidental to the Work. Contractor sha ll start all inspection corrective actions within 72 hours of observation, and complete as soon as possible.
F. All BMPs installed will be inspected by the City’s QSD/QSP for compliance with the SWPPP and BMP Fact Sheets. BMPs that are not in compliance shall be brought into compliance by the Contractor at no cost to the City.
G. Keep one copy of the SWPPP and amendments at the project site.
H. The SWPPP shall be readily available throughout the course of construction and until the NOT has been accepted by SWRCB. The SWPPP shall be made available upon request by a representat ive of the Regional Water Quality Control Board, State Water Resour ces Control Board, United States Environmental Protection Agency, or City’ storm water staff.
I. At the end of the estab lishment period, the Contractor shall submit the project site copy of the SWPPP including copies of all inspections, Rain Event Action Plans (REAPs), reports, and sampling and analysis results to the City’s Project Manager.
3.02 Schedule
A. Contractor shall develop a Water Pollution Control Schedule that describes the timing of grading or other work activities that could affect water pollution. The schedule shall be updated by the Cont ractor to reflect changes in the Contractor’s operations that would a ffect the necessary implementation of water pollution control practices. The typical sequence of work shall be adjusted by the Contractor based on weather conditions and forecasted rain events. The schedule is considered an appropriate and applicable BMP.
3.03 Penalties and fines
A. Contractor is responsible for all penalties and fines assessed to or levied on the project related to the implementation of the SWPPP.
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Section 01 57 23: Storm Water Pollution Control
B. In an effort to maintain compliance with the General Permit, the Contractor may be asked to make changes to the BMPs. If the Contractor is unable to perform these services in a timely manner the City reserves the right to address any areas of concern and deduct the cost from the contract.
3.04 BMP’s
A. Construction BMP’s shall be installed per the Erosion / Sediment Control Plan and project SWPPP, and in accordance with the CASQA California Stormwater BMP Handbook. Use of alternative BMP’s will be reviewed and accepted at the discretion of the City’s QSD.
3.05 Cleaning
A. Thoroughly clean all areas where work has occurred. Remove from the site excess material, debris and rubbish.
B. Take all precautions to protect comp leted work. Immediately repair or replace all damaged areas due to tire ruts, eros ion, compaction fail ure, etc. Keep all erosion control measures intact.
Delete this article if winter suspension is not required
3.06 Winter Construction Suspension
A. Contractor shall include a winter construction suspension as part of the construction schedule. The counting of working days will be suspended during the winter suspension period. It is at the City’s sole and complete discretion to determine the start and end dates of the winter construction suspension. The City will notify the Contractor 10 work ing days before the start of the winter construction suspension. The City will notify the Contractor 10 working days before the end of the winter construction suspension. The Contractor shall begin work within 15 calendar days after receiving the notice of the end of the winter construction suspension.
B. Contractor shall include an allowance of ($15,000) for the winter construction suspension per the bid documents. Costs associated with preparing the site for the winter construction suspension and costs associated with corrective actions required during the winter construction suspension will be paid for using the allowance on a Time & Materials Basis according to the allowable mark-ups in the project’s General Conditions, or per an approved lump sum or unit price quote. Costs to implement and mainta in the BMPs per the Erosion and Sediment Control Plan are excluded from the winter suspension allowance and shall be included in the lump sum base bid.
C. Prior to the winter construction sus pension, stabilize all exposed soils at the direction of the City’s QSD/QSP. In addition, all adjacent drainage inlets shall be protected and perimeter control shall be installed and in good repair.
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Section 01 57 23: Storm Water Pollution Control
D. Traffic on the construction site shall be kept to minimum. All traffic entering or exiting the site must use the stabilized construction entrance.
E. Where there are areas of concentrated runoff flows, Contractor shall protect the soil from erosion.
F. Per the Construction General Permit R equirements, inspections by the City’s QSD/QSP will continue into and throu gh the winter suspension period.
Inspections will occur before, during, and after each qualifying storm event (0.5” or more precipitation) and at least onc e per week. Contractor shall start all inspection corrective actions within 72 hours of observation, and complete as soon as possible.
G. Should rain be forecast at 50% or better by NOAA, the City’s QSD/QSP will prepare a Rain Event Action Plan (REAP) and email such document to the Contractor. Contractor shall complete all corrective actions within the REAP prior to the start of precipitation.
H. The City’s QSD/QSP will be sampling all discharge to ensure compliance with runoff standards for pH and turbidity. If the water sampling indicates compliance issues, Contractor shall ma ke repairs or adjustments to BMPs immediately, and respond to any such requests within 24 hours.
END OF SECTION
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Section 03 30 00: Site Concrete
SECTION 03 30 00
SITE CONCRETE
PART 1 - GENERAL
1.01 General Requirements
A. The requirements set forth in the Gener al Conditions shall be in addition to the standards provided herein.
B. The requirements set forth in the S upplemental Conditions shall be in addition to the standards provided herein.
C. The standards set forth in the City of Roseville Design and Construction Standards and the City of Roseville Parks Construction Standards, latest editions, shall be in addition to the standards provided herein.
1.02 Description
A. Furnish all labor, materials and equipment for the complete installation of all concrete work, flatwork and poured-in-place as shown in the Plans and as specified herein.
1.03 References
A. Caltrans Standard Specif ications, latest edition.
B. California Building Code (CBC) and California Administrative Code (Title 24), latest editions.
1.04 Quality Assurance
A. For all flatwork, the Contractor shall pour a six-foot by six-foot (6‟ x 6‟) sample of each type of finish specified for review and acceptance by the Project Manager prior to pouring any concrete. The accepted samples shall remain on- site and intact until all concrete work has been completed. The quality of the concrete work shall be measured by the accepted samples.
B. During the course of construction, a qualified testing laboratory shall obtain samples as determined by the Inspecto r and conforming to federal and state codes and standards. Such costs shall be paid for by the City. Re-tests and removal of below acceptable strength concrete shall be borne by the Contractor.
The Contractor shall cooperate with the testing during the course of obtaining such samples.
C. Variances in surface grades of more than 1/8”, as measured by a straight edge ten feet (10 ‟) long, shall be corrected to the satisfaction of the Inspector.
Remove all areas where standing water occurs, including any surface irregularities.
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1.05 Handling and Storage
A. Comply with ATSM C-94, “Specifications for Ready Mix Concrete” for the batch, mix and transport of concrete.
B. Mix and deliver only the amount that will be poured immediately.
1.06 Record Drawings
A. The Contractor shall keep an accurate re cord of the as-built conditions of the site concrete. These records shall be updated daily and kept at the construction site. At any time, the Inspector may examine the conditions of the “as-builts” to ensure compliance of the above.
PART 2 - PRODUCTS
2.01 Concrete
A. Concrete for play area curbs, sidewalks, and accessible ramps shall conform to the provisions of Section 90-2 “Mi nor Concrete” of the Caltrans Standard Specifications. Cementiti ous material shall be „Type II Modified” and shall contain no less than 505 pounds of cement itious material per cubic yard.
Aggregate shall be not greater than one-inch or smaller than 3/8-inch. Submit concrete analysis for review and acceptance prior to placement of concrete.
2.02 Fiberglass Reinforcement
A. Fibers for concrete shall be Fibermesh 150, as manufactured by Propex Operating CompanySika USA ; or accepted equal. Fibers shall contain 100 percent virgin polypropylene multifila ment fibers, e3 patented technology, containing no reprocessed olefin material s. The fibers shall conform to ASTM C1116 Type III and manufactured specifically for the secondary reinforcement of concrete.
2.03 Expansion Joint Material
A. Fiber expansion joint shall co nform to ASTM-1751 and shall be a non- extruding resilient filler. Filler shall have preserve attributes and high quality bituminous materials.
B. Apply Sikaflex elastomeric sealant, or accepted equal, over all expansion joints.
2.04 Concrete Forms
A. All forms shall be new at the start of the project and shall be construction grade Douglas Fir. Minimum size lumber shall be 2 x 6.
B. Radius bends shall be formed by spri ng steel forms or laminated boards, as required.
C. Plywood shall be 5/8”, Class I, exte rior grade as outlined in APA “Guide to Plywood Grades”. Omit mill oiling treatment.
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2.05 Coloring Agents
A. (Insert amount and color)
B. All colored concrete admixtures shall be integral.
2.06 Seeded Aggregate
A. Aggregate shall be clean, washed aggregat e as selected. Provide samples of rock mixture.
PART 3 - EXECUTION
3.01 Poured-In-Place Concrete Forms
A. Concrete for hardscape or flatwork shall be placed on subgrade compacted to 95% relative compaction. Prior to plac ement of concrete, a soils compaction test must be performed by an accept ed soils testing professional on a representative number of locations along the flatwork area. The City or project owner shall provide the initial test. The results of these tests must be available and meet acceptable levels prior to pouring. Re-tests and re-work of any area, as directed by the soils professional, shall be the responsibility of the Contractor.
B. Construct forms to conform to t he 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 sha ll 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 onl y when excavations slump or cave in.
Over-excavate the trench or footing diameter to accommodate the forms’ installation and removal. Apply water to moisten soil. Do not allow water to create mud or ponding.
3.02 Fiberglass Reinforcement
A. Install per manufacturer’s instructions. Apply at the batch plant prior to delivery.
Thoroughly mix fiber material to avoid “clumping”.
3.03 Expansion Joints
A. Expansion joints shall be placed w here vertical element s meet horizontal paving unless otherwise noted on the Plans. This shall include vertical expansion joints on play area curb wa lls, buildings, shade structures, walls and/or planters. The corners of the pav ing shall be tooled at the expansion Project
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Section 03 30 00: Site Concrete
joints. Trim exposed fibers which protr ude above or beyond the finish surface of paving or the finish surface of the wall.
3.04 Control Joints for Concrete Sidewalks
A. Control joints shall be per detail PK -32 with deep, straight and finished with rounded edges. Control joints shall be placed (on-center) a distance equal to the width of the concrete walkway, unless otherwise shown on the Plans. For example a ten-foot wide walkway shall have control joint pl aced ten feet on center. Control joints shall not dead-end into an adjacent panel, and shall not create acute angles that are prone to break off.
3.05 Admixtures
A. (Insert, if used)
3.06 Coloring Agent
A. (Insert, if used)
3.07 Placement of Concrete
A. Do not pour concrete in weather bel ow 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 acco rding to ASTM C-94. Limit the quantity of water to the required strength. Concrete shall be of a consistency that it flows slowly into the forms.
C. Mixing of concrete shall be continuous commencing from the time water is added to the mix until such time that the concrete is poured. All concrete shall be placed within an hour of the time when water is first added.
D. Concrete shall be deposited up to the finished height of the forms and up to the adjacent joint. No partial pours will be allowed. Excess material shall be dumped on-site and later removed by the Contractor.
E. Thoroughly compact the concrete manually spading and tamping concrete into all corners of the forms and by utiliz ing a high-speed mechanical vibrator.
Retain a standby vibrator on-site duri ng the course of concrete work. When utilizing the vibrator, take precautions to avoid impact on the forms.
F. After obtaining uniform compaction, screen tamper all flatwork surfaces, screed and bull float to ensure that large aggregates are pushed below the surface.
When it is practical to work on the surface, wood float, steel trowel paving to a uniform surface.
G. Concrete elements shall not exceed the following tolerances:
1. Linear: 1/8”
2. Slab deviation: 1/8” in 10 ‟
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3.08 Finishes
A. Finishes shall be as shown on the Plans and shall be consistent in quality throughout the project. Medium broom finished concrete shall have clean, deep control joints spaced appropriately. No visible cracks or discoloration will be accepted. Finishes on vertical surfaces shall be consistent throughout. Vertical expansion joints are spaced as identified on the plans and are smooth with the finish surfaces. All edges for flatwork and vertical surfaces shall be eased at a consistent radius.
B. Upon completion of float finishing, provide the final finish as follows:
1. Medium Broom Finish: shall be accomp lished 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. Seeded Aggregate Finish: shall be accomplished by evenly distributing selected aggregate over the floated surface. Surface voids shall be minimum. Thoroughly embed aggregates just beneath the finished surface using a hand float. When the concrete has firmly set, brush and hose the surface with water to expose the aggregate to a uniform surface. Aggregate shall not be exposed more than 1/16”, shall not be dislodged and shall not be unevenly exposed. Use of a pressurized nozzle for this work shall be prohibited.
3. 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 t he 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.
4. Rock Salt Finish: shall be a ccomplished by (Insert, if used).
5. Medium Sandblast Finish: shall be accomplished by (Insert, if used)
6. Other (Insert, if used)
3.09 Removal of Forms
A. Forms shall remain in place as follows:
1. For mass concrete work: 5 days.
2. For other flatwork and other concrete work: 3 days.
B. Remove all bolts, nails, ties, wires, et c. 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.
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3.10 Curing and Protection
A. Allow adequate time for the concrete to cure. In temperatures above 75 degrees F., ensure that the concrete surface remains wet for a period of seven (7) days minimum.
B. Protect all concrete from damage duri ng the curing period. This shall include damage from sun, rain, flowing water, frost, mechanical injury, tire tracks, footprints, oil stains, etc. Should such damage occur, Contractor shall take immediate action to repair damage to the satisfaction of the City.
3.11 Clean-Up
A. During the course of this work, the area shall be kept clear and free of debris as realistically possible. Upon completion of concrete work, completely remove from the site all used forms, hardw are, spillage, rejected work and other materials.
B. Remove from site furnishing posts a ll concrete “slobber”. Re-touch posts as necessary for a clean finish.
END OF SECTION
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Section 04 20 00: Unit Masonry (General)
SECTION 04 20 00
UNIT MASONRY (GENERAL)
PART 1 - GENERAL
1.01 Conditions
A. The general provisions of the Contract, including General and Supplementary Conditions and General Requirements appl y to the work specified in this section.
1.02 Scope of Work
A. Provide all labor, materials, and equi pment required to complete the unit masonry work as indicated on the Drawings and/or specified herein.
B. Work includes, but not limited to the following:
1. Concrete masonry units.
2. Face brick units.
3. Pre-cast Elements.
4. Installation of all required re inforcements, fasteners, anchors and accessories.
5. Cleaning of unit masonry.
C. Related work specified in other sections:
1. Section 03 30 00: Concrete
1.03 Quality Assurance
A. Material and installation standards: Co mply with recommendations of the Brick Institute of America (BIA ) standards; National Concrete Masonry Association standards; and ASTM standards.
B. Verify all measurements indicated on Drawings by taking field measurements; proper fit and attachment of all units is required.
C. Accurately fit, cut, and securely mortar together all units to produce a plumb, level and rigid installation.
D. All work and materials shall comply with Uniform National Building Codes (latest edition), and all other applicable codes and ordinances that govern the work of this Section.
1.04 Qualification of Installers
A. Installers shall be trained and experi enced in the skills required and shall be completely familiar with the materials and their installation. Qualified installers shall be present at all time during the progress of work.
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1.05 Coordination
A. Coordinate with all other trades whose work relates to unit masonry installation for placing all required reinforcements, fasteners, anchor, accessories, etc.
1.06 Submittals
A. Submit for Landscape Architect’s written approval two (2) representative samples of each unit specified.
B. Submit manufacturer’s certificate that units m eet or exceed material specifications.
PART 2 - PRODUCTS
2.01 Concrete Masonry Units
A. ASTM C-652, concrete masonry hollow units, wire cut. Standard and bond beam units. Size and color as indicated on the Drawings. Color shall be standard grey.
2.02 Stone Veneer
A. As shown on Drawings.
2.03 Precast Concrete Molding and Baseboard
A. As shown on Drawings.
2.04 Masonry Mortar
A. ASTM C-270, Type M, consisting of one (1) part cement and three (3) parts sand with quarter (1/4) part lime.
B. LATICRETE 3701 grout and Mortar Admix
C. Mortar compressive str ength at 28 days shall be 3000 PSI
2.05 Grout
A. Grout mix ratio by volumes: one part Portland Cement (ASTM C-150, Type 1); two parts minimum to three parts ma ximum damp loose sand, two (2) parts coarse aggregate (ASTM C-404).
B. LATICRETE 3701 Grout and Mortar Admix.
C. Grout compressive strength at 28 days shall be 3000 PSI.
2.06 Unit Masonry Reinforcement
A. Horizontal Joint Reinforcement: Truss type, hot-dipped galvanized zinc coated steel construction; 3/16 inch side rods with No. 9 cross ties.
B. Horizontal and vertical rebar reinfo rcements: ASTM A-615, Grade 40, size as indicated on the Drawings.
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Section 04 20 00: Unit Masonry (General)
2.07 Concrete
A. As per Section 03 30 00: Concrete
PART 3 - EXECUTION
3.01 General
A. Supply anchor devices as indicated on the Drawings and as required to install materials as specified in other sections of work.
B. Cut units where required with a power saw or order units pre-cut from manufacturer.
C. Construct walls and other masonry constr uction to the full thickness indicated on the Drawings, using unit sizes as indicated.
D. Establish lines, levels, and cour sing. Protect from disturbances.
3.02 Coursing
A. Install units straight and plumb with all courses true to line and level.
B. Install units in pattern as indicated on the Drawings.
C. Maintain unit courses to uniform width. Make vertical and horizontal joints equal and of uniform thickness.
3.03 Placing and Bonding
A. Lay units in full bed of mortar properly jointed with other work.
B. Install full mortar coverage of vertical and horizontal face of joints. Maintain uniform joint width of 3/8” – 1/2”, depending on nominal unit sizes. Cut joints flush and tool slightly concave.
C. Fully bond intersections and external and internal corners.
D. Do not shift or tap units after mortar has taken initial se t. Where adjustment must be made remove mortar and replace.
E. Remove excess mortar.
F. Fill hollows at concrete masonry units solid with grout or as indicated on the Drawings. Fill hollows of structural brick block units where reinforcement occurs solid with grout or as indicated on the Drawings.
G. Wall caps shall be epoxied and anchored in place.
3.04 Reinforcement
A. Horizontal joint reinforcement: Place masonry joint reinforcement sixteen (16) inches on center or as indicated on the Drawings.
B. Place joint reinforcement continuous and lap reinforcement according to the recommendations of the Manual of St andard Practice of the Concrete Reinforcing Steel Institute.
C. Horizontal and vertical rebar reinforcement: Install with bond and beam spacing and rebar spacing as indicted on Drawings.
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Section 04 20 00: Unit Masonry (General)
D. Place and consolidate grout fill without disturbing reinforcing. Cells containing reinforcement shall be grouted solid.
3.05 Curing and Protection
A. Provide thorough curing of joints and grout pours.
B. Protect newly laid masonry from exposu re to precipitation, excessive drying, freezing, soiling, backfill and other harmful elements.
3.06 Waterproofing & Graffiti Seal
A. All walls below grade shall be waterproofed on the backside extending from the foundation to the brick cap.
B. Install in conformance with manufacturer’s specifications.
C. Apply 2 clear coats of graffiti sealant on exposed exterior and interior surfaces.
Submit proposed sealant type and conform to manufacturer specifications.
3.07 Cleaning
A. Brush off excess mortar as work progresses. Dry-brush masonry at end of each day’s work.
B. Clean masonry with cleaners and methods as recommended by the manufacturer of the masonry units.
C. Rinse walls by washing off cleaning solution, dirt and mortar using clean, pressurized water.
D. Repair damage to adjacent materials that occurs during cleaning operation at no additional cost to the Owner.
END OF SECTION
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Section 05 12 00: Structural and Miscellaneous Steel (General)
SECTION 05 12 00
STRUCTURAL AND MISCELLANEOUS STEEL (GENERAL)
PART 1 - GENERAL
1.01 Conditions
A. The general provisions of the C ontract, including General and Special Provisions apply to the work specified in this Section.
1.02 Scope of Work
A. Furnish all labor, materials, and equipm ent as required to fabricate and install all structural and miscellaneous steel work as indicated on Drawings and specified herein.
B. Although such work or materials are not specifically indicated, furnish and install all supplementary or miscella neous items, appurtenances and devices incidental to or necessary for a secure and complete installation.
C. Provide shop drawings for all work.
D. Completely coordinate with work of all other trades.
1.03 References (Latest Edition)
A. AISC: Standard Specificat ions for the Design, Fabrication and Erection of Structural Steel for Buildings by the Am erican Institute of Steel Construction (AISC).
B. AISC – Code of Standard Practice – Manual of Steel Construction – Allowable Stress Design (ASD).
C. AISC – Code of Standard Practice of Steel Buildings and Bridges.
D. ASTM A36 – Structural Steel.
E. ASTM A-53: Black and Hot Dipped Zinc – Coated Welded and Seamless Steel Pipe.
F. ASTM A-120: Black and Hot Dipped Zinc – Coated Welded and Seamless Steel Pipe.
G. ASTM A307 – Carbon Steel Externally Threaded Standard Fasteners.
H. ASTM A500 – Cold Formed Welded and Seamless Carbon Steel Structural Tubing in Round and Shapes.
I. ASTM A501 – Hot Formed Welded and Seamless Carbon Steel Structural Tubing.
J. AWS A2.4 – Symbols of Welding, Br azing, and Nondestructive Examination.
K. AWS D1.1 – Structural Welding Code.
L. SSPC (Steel Structures Painting Council) – Painting Manual.
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Section 05 12 00: Structural and Miscellaneous Steel (General)
M. California Building Code (CBC), latest edition.
1.04 Regulatory Requirements
A. Safety Requirements: Work shall comp ly with all Federal, State and municipal regulations regarding safety, including the requirements of the following:
1. William-Steiger Occupational Safety & Health Act of 1970
2. State of California, California Ad ministrative Code, Title 8 Industrial Relations, Chapter 4, Subchapter 4, “Construction Safety Orders” and other State and local agencies having jurisdiction.
B. California Building Code (CBC), latest edition.
1.05 Submittals
A. Shop Drawings: General
1. Before any structural steel is fabric ated or delivered to jobsite, submit Shop Drawings in accordance with the General Conditions of these specifications.
2. Shop Drawings shall clearly show all pieces with all pertinent dimensions, data, layout, sizes and weights, connections, and all controlled dimensions and elevations. Drawings shall clearly distinguish between shop and field bolts and welds. Errors in dimensions shown on shop drawings shall be responsibility of Contractor.
3. Show details, including cuts, copes, connections, holes, threaded fasteners, and welds in accordance with AWS.
4. Indicate which structur al units, members or brackets require field cuts or welds due to construction techniques.
5. Indicated metal fabricat or’s method for radius form bents of pipe or tubing.
6. All shop and field welds shall be indicated by AWS Welding Symbols. a) Indicate size, length and type of each weld.
b) Special Inspection required by CBC and Building Department.
B. Welding:
1. Certification of We lder’s Qualifications.
2. Welding Procedure: Submit descriptive data to illustrate welding procedures to be performed.
1.06 Quality Assurance
A. Fabricated structural steel member s in accordance with AISC Code of Standard Practice.
B. Perform Work in accor dance with AISC Section 10.
C. Perform Work in accordance California Building Code (CBC), latest edition.
D. All welding procedures, welders, welding operation, and tackers shall be qualified in accordance with AWS Standard Code D1.1.
E. Maintain one copy of each document on site.
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Section 05 12 00: Structural and Miscellaneous Steel (General)
F. Fabricator: Company specializing in performing the work of this section.
G. Erector: Company specializing in per forming the work of this section.
H. All construction shall conform to applicable building codes, project specifications and applicable regulations . Where the provisions of applicable codes, material manufacturer’s requirements, and project specifications conflict, the more stringent provision shall govern.
I. Certification: Furn ish, before fabrication, a mill certified report (in duplicate) of the tests for ach heat of steel or iron from which the material is to be fabricated, containing the results of chemical and physical tests required by the ASTM specifications for the materials.
J. Qualify welding processes and weldi ng operators in accordance with AWS “Standard Qualifications Procedure”. Provide certification that welders to be employed in work have satisfactorily passed AWS qualification test within the previous twelve (12) months. If recertific ation of welders is required, retesting will be Contractor’s responsibility.
K. Work shall comply with the Draw ings, Specifications and accepted Shop Drawings in every aspect. All errors of fabrication and connections, defective materials, fasteners, and workmanship shall be replaced at the expense of the Contractor.
1.07 Delivery, Storage and Handling
A. Deliver anchor bolts and anchorage devices which are to be embedded in cast- in-place concrete or masonry in ample time so as not to delay that Work.
B. Store materials to permit easy access for inspection and identifications. Keep steel members off the ground using palle ts, platforms, or other supports.
Protect steel members and packaged materials from corrosion and deterioration. Remove any damaged items from the site and replace at no cost to the Owner.
C. Use all means necessary to protect structural steel before, during and after installation.
1.08 Coordination
A. Coordinate and furnish all required anchorages, templates, and patterns, setting drawings, and installation directions for all built-in items. Supervise the proper location and the installation of all built-in items. Deliver all items required to be embedded in concrete, masonry or built into other material to their respective Contractor. Provide holes and connections for Work of others Contractors.
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1.09 Field Measurements
A. Take field measurements prior to preparation of Shop Drawings and metal fabrication. Proper fit and attachments of all items is required; allow for trimming and fitting when taking field measurements before metal fabrication.
1.10 Shop Assembly
A. Preassemble items in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation.
PART 2 - PRODUCTS
2.01 General
A. Use materials of size and thickness indicated or, if not indicated, as required to produce strength and durability in finished product for use intended.
B. Metal surfaces used for fabrications of miscellaneous metal items which will be exposed to view shall be smooth and free of surface blemishes including pitting, seam marks, roller marks, rolled trade names and roughness.
C. All other materials not specifically described, but required for a complete and proper installation, shall be new, free from rust, best quality of their respective kind, and subject to the approval of the Project Inspector.
2.02 Steel Plates, Shapes and Bars
A. All miscellaneous steel shall be standar d cold-rolled sections, new, free from rust, and conforming to ASTM A-36.
2.03 Steel Pipe
A. All steel pipe shall be black steel pipe, except where indicated to be galvanized, complying with provisions of:
1. ASTM A-120, Schedule 40 for pipe le ss than four (4) inch diameter.
2. ASTM A-53 ERW for pipe greater than four (4) inch diameter.
2.04 Steel Tubing
A. All steel tubing shall be cold-formed steel tubing conforming to ASTM A-500, Grade B.
2.05 Fasteners
A. General: Provide electro-zinc plated fa steners for exterior use or where built into exterior walls or slabs. Select fasteners for the type, grade and class specified.
B. Bolts and Nuts: Regular hexagon-head ca rbon steel type conforming to ASTM A-307, Grade A with electro-zinc plating.
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C. Flat Washers: U.S.S. standard round carbon steel type conforming to FS FF- W-92 with electro-zinc plating.
D. Lock Washers: Helical spring carbon steel type conforming to FS FF-W-84 with electro-zinc plating.
E. Anchor Bolts: Nonheaded “J” bolt type, unless otherwise indicated on Drawings, conforming to ASTM A-307, Grade A with electro-zinc plating.
2.06 Shop Paint
A. Primer shall be Red Oxide Primer, c onforming to Federal Specification TT-P- 31 for steel surfaces and Federal S pecifications TT-P-64b for galvanized surfaces.
2.07 Grout
A. Pre-mixed, factory packaged, non-sh rinking, non-metallic, non-staining, non- corrosive and non-gaseous group complying with CE CRD-C588. Provide grout specifically manufactured for exterior applications.
PART 3 - EXECUTION
3.01 General
A. Comply with AISC Code and Specifications and maintain Work in safe and stable conditions during erection. Prov ide temporary bracing and shoring as required; remove when final connections are in-place.
B. Execute all Work using skilled metal workers only. Do all welding as per AWS Specifications with certified welders.
C. When possible, fit and shop assemble al l metal Work, ready for installation, with shop and field connections welded or attached with fasteners as indicated on Drawings.
D. Prior to all work of this Section, care fully inspect the installed work of all other trades and verify that all such work is complete to the point where fabrication and installation of the work of this section may properly commence.
E. Make all required measurements in the field to ensure proper and adequate fit of miscellaneous metal items.
F. It is the intent of the Drawings to indicate detail connections. Where connection detail is not shown, detail shall be patterned after a connection similar condition, or an AISC standard type.
3.02 Fabrication
A. General
1. Use materials of size and thicknes s indicated on Drawings or on accepted Shop Drawings to produce strength and durability in finished product for use Project
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Section 05 12 00: Structural and Miscellaneous Steel (General)
intended. Work to dimensions are in dicated on drawings or on accepted Shop Drawings, using proven details of fabrication and support.
2. All fabrication shall be in accordance with AISC Specifications for fabrication of structural steel, California Building Codes, and requirements of regulatory agencies.
3. Do not field cut or alter structural metal units, members or brackets without accepted Shop Drawings.
4. Fabricate and pre-assemble work in shop to greatest extent possible.
5. Fabricate exposed work true to line, shape and level with accurate angles and radiuses. Ease exposed metal edges to a radius of approximately 1/32 inch.
6. Make cuts, bends, punching and drilling accurate, neat and properly located.
Grind and file smooth all parts exposed to view; leave exposed surfaces free of fabrication marks. Mark and match-mark units requiring field assembly.
7. All welds shall be continuous, unless otherwise indicated, complying with AWS Specifications. Form expos ed connections with tight, flush and smooth hairline joints. Grind exposed welds smooth and flush to match and blend with adjoining surfaces.
8. Cut, reinforce, drill and tap fabricat ed metal work as indicated on Drawings to receive finish hardware, fasteners and similar items.
B. Bolted Connections:
1. Punch or drill holes 1/16 inch lar ger than bolt size and spear-ream before inserting bolts.
2. Ream unfair holes, but only up to next larger bolt size. Where unfairness exceeds maximum, weld hole in base material solid and drill hole of proper size.
3. As erection progresses, bolt up work to take care of dead load, lateral forces, and erection stresses. Provide any additional bracing necessary to resist all possible forces during erection. Contra ctor is entirely responsible for the stability of the structural steel work until the job is complete.
C. Assembly with Standard Threaded Fasteners:
1. Beveled Washers: Provide under bol t heads or nuts resting on surfaces exceeding 5 percent slope with respect to head or nut.
2. Draw up tight, check threads with chisel, or provide approved lock washers or self-tightening nuts.
D. Welded Connections:
1. Perform welding using shielded metal arc, submerged arc, gas metal arc, or flux cored arc methods in accordance with appropriate sections of AWS D1.1 and CBC Chapter 27.
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2. In addition to specific requirements of Drawings, details of welded joints shall comply with all requirements for joints which are accepted without qualification tests under the AWS Code. If sizes of fillet welds are not shown on Drawings, use AWS minimum weld size, but not less than thinnest part thickness minus 1/16 inch.
3. Plan welding operations to eliminate stress build-up.
4. Field Welding:
a) Perform field welding in accordance AWS D1.1.
b) Where field welding is applied to existing flexural members involving application of significant amounts of heat to member, provide temporary shoring to prevent deflections.
c) Provide Special Inspection per the CBC, latest edition.
E. Column Bases:
1. Finish in accordance with AISC. La ck of contact bearing with column shall not exceed 1/16 inch.
F. Bearing Plates:
1. Finish in accordance with AISC. Provide for attachment as shown on Drawings.
2. Cut, drill (tap where indicated or r equired), or punch holes perpendicular to metal surfaces. Do not flame cut holes or enlarge holes by burning. Drill holes in bearing plates.
3.03 Shop Painting
A. Shop paint all metal Work, except members or portions of members to be embedded in concrete or masonry, surfaces and edges to be field welded, stainless steel, and galvanized surfaces, unless otherwise indicated.
B. Clean all metal work to be primed and painted in accordance with Section 09 91 00 – Painting and Finishes.
C. Immediately after surface preparation brush or spray on primer in accordance with manufacturer’s instruction at a rate to provide uniform dry film thickness of 20 mils for each coat. Use painting methods which will result in full coverage of joints, corners, edges and exposed surfaces.
D. Apply one (1) shop coat to fabricated meta l items, except apply two () coats of primer to surfaces inaccessible after assembly or installation.
E. Give any painted built-in portions one (1) field coat of primer on all abraded areas after installation.
3.04 Galvanizing
A. All metal fabrications intended for exte riors use or for use in high moisture areas are to be hot-dip galvanized, unless otherwise noted.
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B. Hot dip galvanizing or zinc coatings, applied on products fabricated from rolled, pressed and forged steel shapes, plates, bars and strips shall comply with ASTM Specification A123-73.
C. Hot dip galvanizing or zinc coatings on assembled steel products shall comply with ASTM Specifications A386.
D. The weight of coatings shall be as designated in Table 1 for the class and thickness of material to be coated. Galvanized surfaces for which a shop coat of paint is specified shall be chemically treated to provide a bond for the paint.
E. Except for bolts and nuts, all galv anizing shall be done after fabrication.
3.05 Installation
A. General:
1. Compliance: Erect and install all mi scellaneous metal in strict accordance with the Drawings, the reviewed shop drawings, and the referenced standards, aligning straight, plumb, and level within a tolerance of one in 200. Accurately assemble structural steel to lines and elevations indicated, within specified AISC tolerances.
2. Splice metal work only where indicated and approved on shop Drawings.
3. Install anchorage devices and fasteners where required for securing miscellaneous metal fabrications to in-place construction; including anchorage devices and fasteners that require to be cast into concrete or masonry. Provide temporary bracing or anchors in formwork for items cast into concrete or similar construction.
4. Perform cutting, drilling, and fitting r equired for installation of miscellaneous metal fabrications. Set Work accurately in location, alignment and elevation.
Install items plumb, level, true and free of rack; measured from established lines and levels.
5. Fit exposed connections accurately t ogether to form tight hairline joints.
Weld connections which are not to be left as exposed joints, but cannot be shop welded due to shipping size limit ations. Grind exposed joints smooth and touch-up shop paint coat.
6. Do not weld, cut or abrade the surfac es of exterior units which have been hot-dip galvanized after fabrication, and are intended for bolted or screwed field connections.
7. All field welds shall conform to AWS Specifications. Grind all exposed welds smooth and flush to match and blend with adjoining surfaces.
8. Clean and touch-up all field weld s and scratches with shop paint as specified.
3.06 Finishes
A. Finish all fabricated metal Work as per Section 09 91 00: Painting and Finishes Project
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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 Cont ract, 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, equi pment, appliances, labor and supervision required to paint and finish all surf aces 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, prim ing 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 us ed herein, shall mean all coating systems materials, including primers, emulsion s, 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 otherwi se 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 pr oposed materials are the best of their Project
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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. A pproved 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 re move 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, surf aces and conditions under which painting Work is to be applied and notify the Projec t 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 App licator shall assume responsibility for and rectify any unsatisfactory finish resulting.
B. Starting of painting Work shall be construed as Applicat or’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 eighty- five (85) percent; or to damp or wet surfaces.
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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 majo r pigment and vehicle constituents
5. Thinning instructions
6. Application instructions
B. Store materials and equipment as appr oved by applicable codes and enforce good housekeeping practices. Any soiled or used rags waste, etc., shall be removed from the site every night and every precaution shall be taken to avoid the danger of fire. No paint materials shall be washed or emptied on the site or into any sewer drains, storm drains or street gutters.
1.09 Protections
A. Protection Work of other trades, wh ether 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 requi red 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, ma terials, 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 colo rs. Use of one of the other approved manufacturer’s requires the Contractor to match the color schedule provided by the Project Inspector.
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B. Manufacturers names used to designat e 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 sha ll 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 st andard, 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 surfac es and Federal Specification TT-P-64b for galvanized surfaces.
PART 3 - EXECUTION
3.01 Surface Preparation
A. General: Perform preparation and cl eaning procedures in accordance with paint manufacturer’s instructions, and as herein specified, for each particular surface condition.
B. Paint no items fitted with finish hardw are or other similar items until hardware has been removed or provided with surface-applied protection prior to surface preparation and painting operations. Inst all hardware or remove surface- applied protection after paint has dried.
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C. Metal Surfaces: Clean all metal surfaces, which are not galvanized or shop- painted, 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 galvani zed surfaces of oil and other surface contaminants with a crystalline zinc phos phate 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 wh ich 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 paint ing 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 fo r metal surfaces, as specified and/or as recommended by manufacturer’s instructions.
3.04 Application of Paint
A. Apply paint in accordance with manuf acturer’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 sk illed workman in a professional manner.
All coats shall be evenly spread and sha ll be free from run, sags and other defects. All coats shall be thoroughly dry before applying succeeding coats.
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