Agenda packet — Roseville City Council, April 16, 2025 (part 1 of 27)

AGENDA
April 16, 2025

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.

Levine Act Provisions - The Levine Act requires a Party (or its agent (s)) to a Proceeding before the City of Roseville that involves any action or consideration to their contract, license, permit, or other entitlement for use, to disclose any campaign contribution made to City elected or appointed officers (including Councilmembers, Planning Commissioners, and members of other City boards and commissions) totaling more than $250 within the 12 months before the City decision.

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. Placer County Law Enforcement Chaplaincy Program Presentation CONTACT: Carmen Avalos 916-774-5269 [email protected]

5.2. Proclamation - National Donate Life Month April 2025 Proclaim April 2025 as National Donate Life Month and encourage all residents to register their decision to be an organ, eye and tissue donor in the National Donate Life Registry at DonateLifeCalifornia.org or at your local California DMV.

CONTACT: Blair Hutchison 916-774-5266 [email protected]

6. PUBLIC COMMENTS

7. CONSENT CALENDAR

BEGINNING OF CONSENT CALENDAR
Bids / Purchases / Services

7.1. Roseville Electric Utility - Generation Maintenance Support Services - Contract Purchase Agreement
Memo from Power Generation Superintendent Nathan Ribordy and Electric Utility Director Dan Beans recommending the City Council adopt RESOLUTION NO. 25-095 APPROVING A CONTRACT PURCHASE

AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND
PERFORMANCE MECHANICAL, INC., AND AUTHORIZING THE CITY

MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3004426). Staff requests Council approve a contract purchase agreement with Performance Mechanical, Inc., to provide maintenance support services to Roseville Electric Utility's generation facilities. Staff also requests authorization to exercise the four (4) optional one-year extensions to the contract without further City Council approval. The first-year contract will not exceed $2,000,000.

The total cost of the purchase agreement is not to exceed $10,000,000 over five years. Funding is included in the Electric Department’s FY2024-25 budget in the Electric Fund. Future year funding will be contingent on City Council’s approval of the respective budget.

CC #: 3839
File #: 0800-03
CONTACT: Nathan Ribordy 916-746-1673 [email protected]

7.2. East Radio Site Relocation Project - Contract Purchase Agreement Memo from Information Technology Program Manager Karl Grover and Chief Information Officer Hong Sae recommending the City Council adopt RESOLUTION NO. 25-102 APPROVING A CONTRACT PURCHASE
AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND E.F.

JOHNSON COMPANY, AND AUTHORIZING THE CITY MANAGER TO
EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3004429).

Staff requests Council approve a contract purchase agreement with E.F.

Johnson Company in the amount of $483,210.79 for the City's East Radio Site Relocation project to enhance system performance, reliability, scalability and coverage. The City's east radio site will be relocated to a new location in order to enhance performance, reliability, scalability and coverage for the City's radio systems. Site construction is in progress and there is a significant effort required post-construction to prepare the site for service. This includes equipment and related services for antenna systems, radio equipment, system optimization and decommissioning of the old radio site. The total cost of the agreement is $483,211 plus a 10% contingency of $48,321 to ensure successful completion. The project is funded by multiple sources including the Strategic Improvement Fund, Public Facilities Fund and Information Technology Replacement Fund.

CC #: 3846
File #: 0203-05
CONTACT: Karl Grover 916-774-5145 [email protected]

7.3. Microtransit Vans - Purchase Order Amendment
Memo from Assistant Transportation Planner Zachary Presley and Public Works Director Jason Shykowski recommending the City Council approve an amendment to an existing purchase order with A-Z Bus Sales for the purchase of twelve (12) Ford E-Transit Vans. When this item was initially brought to Council for approval, there were options for the vans that were being finalized and could not be included in the total cost at that time. Some of the optional items included an on-board camera system and an exterior finish. As the vans have made their way through production, staff worked with A-Z bus to prepare an updated quote. The finalized quote that includes the above optional items reflects an increase of $10,005.74 per vehicle for a total increase of $120,068.93. The increased cost of these updates fit within the existing project budgets for the replacement vehicles and the purchase of new vehicles. This $120,068.93 increase would raise the total not-to-exceed amount for the purchase from $2,429,666.64 to $2,549,735.57. Funding for the increase will come from the approved grant funding sources for the projects, with a small match from the state-provided Transportation Development Act funds. No General Fund resources are being used for this purchase.

CC #: 3830
File #: 0721
CONTACT: Zach Presley 916-774-5365 [email protected]

7.4. Vernon Street/Atlantic Street Multimodal Safety Improvement Project - Approval of Plans and Specifications and Authorization to Call for Bids Memo from Assistant Engineer Karen Vences and Public Works Director Jason Shykowski recommending the City Council approve the plans and specifications for the Vernon Street/Atlantic Street Multimodal Safety Improvement Project and authorize staff to call for bids. The project scope includes enhanced pedestrian crosswalks, green bike lanes, pavement rehabilitation, lane reductions, and raised landscaped medians. The project is estimated to cost $1.9 million and will be funded with Highway Safety Improvement Program grant funds, Highway Users Tax funds, and Local Transportation Funds. New landscaping improvements along the corridor will require maintenance by the City's Parks, Recreation and Libraries Department (PRL), and the estimated annual cost increase as a result of the improvements is approximately $2,000 annually in future PRL operating budgets in the General Fund.

No General Fund resources will be used for construction of the project.

CC #: 3851
File #: 0800-04
CONTACT: Karen Vences 916-774-5412 [email protected]

7.5. Aquifer Storage and Recovery Wells 13 (Campus Oaks) and 19 (Misty Wood) – Approve Plans and Specifications, Design-Assist Construction Agreement, and Budget Adjustment
Memo from Senior Engineer Keith Schmidt and Environmental Utilities Director Sean Bigley recommending the City Council adopt RESOLUTION NO. 25-099

APPROVING A DESIGN-ASSIST CONSTRUCTION AGREEMENT, BY

AND BETWEEN AUBURN CONSTRUCTORS, LLC, AND THE CITY OF

ROSEVILLE, AND AUTHORIZING THE CITY MANAGER TO EXECUTE
IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt ORDINANCE NO. 6929 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL
YEAR 2024-25 BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council approval of plans and specifications, a budget adjustment, and approval of a design-assist construction contract for construction of Aquifer Storage and Recovery Wells 13 and 19. The source of funding for this agreement is the Water Construction Fund, as well as a state grant approved by Council on September 20, 2023. The ARTESIAN grant provides this project with $8,010,000 in funding to be utilized by December 31, 2025. A budget adjustment in the amount of $2,950,000 is requested to fully fund the project, including $2,704,000 for capital outlay and $246,000 for internal secondary labor. This budget adjustment will bring the current project budget of $16,625,865 to a new total project cost of $19,575,865, using available funds in the Water Construction Fund.

CC #: 3843
File #: 0800-02 & 0201-01
CONTACT: Keith Schmidt 916-746-1194 [email protected]

7.6. Dry Creek Wastewater Treatment Plant Operations and Laboratory Building Project - Approval of Construction Plans and Specifications and Authorize Staff to Call for Bids
Memo from Senior Engineer Inderpreet Chaggar and Environmental Utilities Director Sean Bigley recommending the City Council approve the construction plans and specifications and authorization to advertise the Dry Creek Wastewater Treatment Plant Operations and Laboratory Building (Project) for contractor bidding. The estimated construction cost of this project is $16,884,014. The Project will be funded from available resources in the Wastewater Regional Rehabilitation Fund for the rehabilitation portion of the project and from the capital improvement project budget approved by the South Placer Wastewater Agency for the building expansion.

CC #: 3836
File #: 0800-02
CONTACT: Inderpreet Chaggar 916-938-1595 [email protected]

7.7. Maintenance of the Gas Conditioning Systems at the Dry Creek and Pleasant Grove Wastewater Treatment Plants – Sole Source Contract Purchase Agreements
Memo from Administrative Technician Audrey Ficker and Environmental Utilities Director Sean Bigley recommending the City Council adopt RESOLUTION NO. 25-088 APPROVING A CONTRACT PURCHASE AGREEMENT, BY

AND BETWEEN THE CITY OF ROSEVILLE AND UNISON SOLUTIONS, INC., AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3004434); and adopt
RESOLUTION NO. 25-089 APPROVING A CONTRACT PURCHASE

AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND
UNISON SOLUTIONS, INC., AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3004433).

Staff requests Council approval of two (2) sole source contract purchase agreements including four (4) additional one-year renewals with Unison Solutions, Inc. to provide filtering media replacement and parts, gas testing, and media change out and support services for the maintenance of the gas conditioning systems at the Dry Creek and Pleasant Grove Wastewater Treatment Plants. Sourcing the replacement filtering media, replacement parts, and the media change out, gas testing, and support services from the equipment manufacturer guarantees the certified performance of the system as designed. The estimated total cost of the two contract purchase agreements for the first year is $930,000, and the total not-to-exceed cost including the renewals for both agreements is $5,710,000. Funding will be provided from the Environmental Utilities Department’s annual approved budgets for the Wastewater Operations Fund.

CC #: 3829
File #: 0800-03
CONTACT: Audrey Ficker 916-746-1865 [email protected]

7.8. Distribution Transformers (RFQ 10-3385) - Purchase Orders Memo from Buyer Sue Jessup and Finance Director Scott Pettingell recommending the City Council adopt RESOLUTION NO. 25-090

APPROVING PURCHASE ORDERS FOR DISTRIBUTION
TRANSFORMERS. Staff requests Council authorize open purchase orders with Anixter, Inc., First Philec, Inc., Hyundai Corporation USA, Mader Supply LLC, and Next Gen Power, Inc. as the lowest responsive and responsible bidders for the purchase of distribution transformers in response to Request for Quotations No. 10-3385. Funding is included in the Electric Fund budget. The total spend for the initial contract period and optional renewal years through FY2028-29 is a not-to-exceed amount of $9,500,000. The bid allowed for four optional renewal years at one-year intervals. Staff requests authorization to continue utilizing the remaining optional renewal years without further Council approvals until the contract expires, or until City staff determines that continuing with the same vendors is not in the City's best interest.

CC #: 3832
File #: 0203-07
CONTACT: Sue Jessup 916-746-1107 [email protected] Resolutions

7.9. 2025/2026 Landscaping and Lighting Districts Assessments - Initiate Proceedings, Intent to Levy, Approval of Engineer's Reports Memo from Management Analyst Jeannine Thrash and Finance Director Scott Pettingell recommending the City Council adopt RESOLUTION NO. 25-106

INITIATING PROCEEDINGS FOR THE ANNUAL LEVY OF

ASSESSMENTS FOR THE HISTORIC DISTRICT LANDSCAPING AND
LIGHTING DISTRICT, FOR FISCAL YEAR 2025/2026, PURSUANT TO THE PROVISIONS OF PART 2 OF DIVISION 15 OF THE CALIFORNIA STREETS AND HIGHWAYS CODE; and adopt RESOLUTION NO. 25-107

DECLARING ITS INTENTION TO LEVY ANNUAL ASSESSMENTS FOR

THE HISTORIC DISTRICT LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2025/2026; and adopt RESOLUTION NO. 25-108 FOR PRELIMINARY APPROVAL OF THE ENGINEER’S ANNUAL LEVY

REPORT FOR THE HISTORIC DISTRICT LANDSCAPING AND
LIGHTING DISTRICT, FISCAL YEAR 2025/2026; and adopt
RESOLUTION NO. 25-109 INITIATING PROCEEDINGS FOR THE

ANNUAL LEVY OF ASSESSMENTS FOR THE INFILL AREA

LANDSCAPING AND LIGHTING DISTRICT, FOR FISCAL YEAR
2025/2026, PURSUANT TO THE PROVISIONS OF PART 2 OF DIVISION 15 OF THE CALIFORNIA STREETS AND HIGHWAYS CODE; and adopt RESOLUTION NO. 25-110 DECLARING ITS INTENTION TO LEVY

ANNUAL ASSESSMENTS FOR THE INFILL AREA LANDSCAPING AND
LIGHTING DISTRICT, FISCAL YEAR 2025/2026; and adopt
RESOLUTION NO. 25-111 FOR PRELIMINARY APPROVAL OF THE
ENGINEER’S ANNUAL LEVY REPORT FOR THE INFILL AREA
LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2025/2026; and adopt RESOLUTION NO. 25-112 INITIATING PROCEEDINGS FOR

THE LEVY OF ASSESSMENTS FOR THE JOHNSON RANCH
LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2025/2026, PURSUANT TO THE PROVISIONS OF PART 2 OF DIVISION 15 OF THE CALIFORNIA STREETS AND HIGHWAYS CODE; and adopt
RESOLUTION NO. 25-113 DECLARING ITS INTENTION TO LEVY

ANNUAL ASSESSMENTS FOR THE JOHNSON RANCH LANDSCAPING
AND LIGHTING DISTRICT, FISCAL YEAR 2025/2026; and adopt RESOLUTION NO. 25-114 FOR PRELIMINARY APPROVAL OF THE
ENGINEER’S ANNUAL LEVY REPORT FOR THE JOHNSON RANCH
LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2025/2026; and adopt RESOLUTION NO. 25-115 INITIATING PROCEEDINGS FOR

THE LEVY OF ASSESSMENTS FOR THE NORTH CENTRAL

ROSEVILLE SPECIFIC PLAN LANDSCAPING AND LIGHTING
DISTRICT, FISCAL YEAR 2025/2026, PURSUANT TO THE
PROVISIONS OF PART 2 OF DIVISION 15 OF THE CALIFORNIA
STREETS AND HIGHWAYS CODE; and adopt RESOLUTION NO. 25-116

DECLARING ITS INTENTION TO LEVY ANNUAL ASSESSMENTS FOR

THE NORTH CENTRAL ROSEVILLE SPECIFIC PLAN LANDSCAPING
AND LIGHTING DISTRICT, FISCAL YEAR 2025/2026; and adopt RESOLUTION NO. 25-117 FOR PRELIMINARY APPROVAL OF THE
ENGINEER’S ANNUAL LEVY REPORT FOR THE NORTH CENTRAL

ROSEVILLE SPECIFIC PLAN LANDSCAPING AND LIGHTING
DISTRICT, FISCAL YEAR 2025/2026; and adopt RESOLUTION NO. 25- 118 INITIATING PROCEEDINGS FOR THE ANNUAL LEVY OF

ASSESSMENTS FOR THE NORTHWEST ROSEVILLE SPECIFIC PLAN
LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2025/2026, PURSUANT TO THE PROVISIONS OF PART 2 OF DIVISION 15 OF THE CALIFORNIA STREETS AND HIGHWAYS CODE; and adopt
RESOLUTION NO. 25-119 DECLARING ITS INTENTION TO LEVY

ANNUAL ASSESSMENTS FOR THE NORTHWEST ROSEVILLE

SPECIFIC PLAN LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2025/2026; and adopt RESOLUTION NO. 25-120 FOR
PRELIMINARY APPROVAL OF THE ENGINEER’S LEVY REPORT FOR

THE NORTHWEST ROSEVILLE SPECIFIC PLAN LANDSCAPING AND
LIGHTING DISTRICT, FISCAL YEAR 2025/2026; and adopt
RESOLUTION NO. 25-121 INITIATING PROCEEDINGS FOR THE

ANNUAL LEVY OF ASSESSMENTS FOR THE OLYMPUS POINTE
LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2025/2026, PURSUANT TO THE PROVISIONS OF PART 2 OF DIVISION 15 OF THE CALIFORNIA STREETS AND HIGHWAYS CODE; and adopt
RESOLUTION NO. 25-122 DECLARING ITS INTENTION TO LEVY

ANNUAL ASSESSMENTS FOR THE OLYMPUS POINTE LANDSCAPING
AND LIGHTING DISTRICT, FISCAL YEAR 2025/2026; and adopt RESOLUTION NO. 25-123 FOR PRELIMINARY APPROVAL OF THE
ENGINEER’S ANNUAL LEVY REPORT FOR THE OLYMPUS POINTE
LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2025/2026; and adopt RESOLUTION NO. 25-124 INITIATING PROCEEDINGS FOR

THE ANNUAL LEVY OF ASSESSMENTS FOR THE RIVERSIDE

AVENUE LANDSCAPING AND LIGHTING DISTRICT, FOR FISCAL
YEAR 2025/2026, PURSUANT TO THE PROVISIONS OF PART 2 OF DIVISION 15 OF THE CALIFORNIA STREETS AND HIGHWAYS CODE; and adopt RESOLUTION NO. 25-125 DECLARING ITS INTENTION TO

LEVY ANNUAL ASSESSMENTS FOR THE RIVERSIDE AVENUE
LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2025/2026; and adopt RESOLUTION NO. 25-126 FOR PRELIMINARY APPROVAL OF THE ENGINEER’S ANNUAL LEVY REPORT FOR THE RIVERSIDE

AVENUE LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR
2025/2026; and adopt RESOLUTION NO. 25-127 INITIATING

PROCEEDINGS FOR THE ANNUAL LEVY OF ASSESSMENTS FOR

THE VERNON STREET LANDSCAPING AND LIGHTING DISTRICT,
FOR FISCAL YEAR 2025/2026, PURSUANT TO THE PROVISIONS OF PART 2 OF DIVISION 15 OF THE CALIFORNIA STREETS AND
HIGHWAYS CODE; and adopt RESOLUTION NO. 25-128 DECLARING

ITS INTENTION TO LEVYANNUAL ASSESSMENTS FOR THE VERNON

STREET LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR
2025/2026; and adopt RESOLUTION NO. 25-129 FOR PRELIMINARY APPROVAL OF THE ENGINEER’S ANNUAL LEVY REPORT FOR THE

VERNON STREET LANDSCAPING AND LIGHTING DISTRICT, FISCAL YEAR 2025/2026. Staff requests Council adopt resolutions relating to annual landscaping and lighting district assessments. These landscaping and lighting Districts were formed within the City to levy and collect assessments for maintenance of public improvements pursuant to the Landscaping and Lighting Act of 1972, Part 2 of Division 15 of the Streets and Highways Code Sections 22500, et seq., and Article XIII D of the California Constitution. All charges are needed to fully fund landscape services in each Landscaping and Lighting District. There is no fiscal impact to the General Fund.

CC #: 3853
File #: 0203-08-01
CONTACT: Jeannine Thrash 916-774-5473 [email protected]

7.10.Sales Tax Revenue Consulting Services - Professional Services Agreement Amendment
Memo from Budget Manager Nancy Rothlisberger and Finance Director Scott Pettingell recommending the City Council adopt RESOLUTION NO. 25- 096 APPROVING A FOURTH AMENDMENT TO PROFESSIONAL

SERVICES AGREEMENT, BY AND BETWEEN THE CITY OF

ROSEVILLE AND MUNISERVICES, LLC, AND AUTHORIZING THE CITY

MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF
ROSEVILLE. Staff requests Council approve a fourth amendment to the professional services agreement with MuniServices, LLC to provide sales tax and transactions and use tax auditing, projection, recovery, and consultant services. The agreement is structured to only compensate MuniServices, LLC based on the amount of additional revenues received by the City due to their audit and recovery services. This additional (and final) one-year extension will increase the total not-toexceed amount from $1 million to $1.25 million. The additional sales and use tax revenues that the City receives for the General Fund from these services more than offsets the cost.

CC #: 3840
File #: 0210
CONTACT: N. Rothlisberger 916-774-5314 [email protected]

7.11.Municipal Advisor Services - Professional Services Agreements Memo from Management Analyst Jeannine Thrash and Finance Director Scott Pettingell recommending the City Council adopt RESOLUTION NO. 25-091

APPROVING A PROFESSIONAL SERVICES AGREEMENT, BY AND

BETWEEN THE CITY OF ROSEVILLE AND FIELDMAN, ROLAPP &
ASSOCIATES, INC., AND AUTHORIZING THE CITY MANAGER TO
EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt RESOLUTION NO. 25-092 APPROVING A PROFESSIONAL SERVICES

AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND PFM

FINANCIAL ADVISORS LLC, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff recommends Council approval of professional services agreements with Fieldman, Rolapp & Associates, Inc. and PFM Financial Advisors LLC for Municipal Advisor Services. Staff issued a Request for Proposals for Municipal Advisor Services in December 2024, receiving several proposals. After reviewing submissions and interviewing top-ranked proposers, City staff selected the two consultants to support the City's financial needs. The agreements have a not-to-exceed amount of $500,000 and $350,000, respectively, and both contracts expire June 30, 2028, with two options to extend in one (1) year increments for up to an additional two (2) years. This fee covers financial advisory services related to bond issuances and is structured based on the amount and type of bonds issued. These expenses are categorized as bond issuance costs, with the total amount dependent on the number of bond issuances each year.

CC #: 3834
File #: 0200
CONTACT: Jeannine Thrash 916-774-5473 [email protected]

7.12.Five Star Intertie Improvement Project – Agreements Memo from Assistant Engineer William Montz and Environmental Utilities Director Sean Bigley recommending the City Council adopt RESOLUTION NO. 25-103 APPROVING AN AGREEMENT, BYAND BETWEEN PLACER

COUNTY WATER AGENCY AND THE CITY OF ROSEVILLE, AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt RESOLUTION NO. 25-104

APPROVING AN AGREEMENT, BY AND BETWEEN THE CITY OF
ROSEVILLE AND SIERRA NATIONAL CONSTRUCTION, INC., AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approval of an agreement with Placer County Water Agency for construction, operation and maintenance of the Five Star Intertie Improvements Project. Staff also requests approval of an award of a construction agreement with Sierra National Construction, Inc. in the amount of $698,640 and authorization for the City Manager or his designee to approve and pay for contract change orders for the project that could increase the contract amount by no more than 10% ($69,864), for a not-to-exceed total contract amount of $768,504. This project will be funded from available resources in the Water Construction Fund. The Water Construction Fund is funded by water connection fees paid for by developers.

CC #: 3848
File #: 0800-02
CONTACT: William Montz 916-774-5545 [email protected]

7.13.Sewer System Management Plan Recertification
Memo from Wastewater Utility Manager Tracie Mueller and Environmental Utilities Director Sean Bigley recommending the City Council adopt RESOLUTION NO. 25-097 RECERTIFICATION OF THE CITY OF
ROSEVILLE SEWER SYSTEM MANAGEMENT PLAN. Staff requests
Council approve the recertification of the City's Sewer System Management Plan (SSMP), which is required by the California State Water Resources Control Board’s Statewide General Waste Discharge Requirements. The costs for compliance for all elements of the SSMP are funded annually through the Wastewater Operations Fund budget.

CC #: 3841
File #: 0800-02
CONTACT: Tracie Mueller 916-746-1812 [email protected]

7.14.Solid Waste Recycling Site Lot 15 - Grant Deed
Memo from Senior Engineer David Samuelson and Environmental Utilities Director Sean Bigley recommending the City Council adopt RESOLUTION NO. 25-098 ACCEPTING A GRANT DEED AND AUTHORIZING THE

CITY MANAGER TO EXECUTE THE DEED AND ANY OTHER

DOCUMENTS REQUIRED TO EFFECTUATE THE RECORDATION AND
ENFORCEMENT OF THIS ACCEPTANCE. Staff requests Council
acceptance of a grant deed of land offered on the Large Lot Final Map of Sierra Vista in order to facilitate the construction of the Sierra Vista Solid Waste Recycling Site. The action requested has no fiscal impact to the City.

CC #: 3842
File #: 1002-04
CONTACT: David Samuelson 916-746-1708 [email protected]

7.15.On-Call Qualified Stormwater Pollution Prevention Plan Developer and Qualified Stormwater Pollution Prevention Plan Practitioner Services – Professional Services Agreement Amendment
Memo from Senior Park Development Project Manager Heather Buck and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt RESOLUTION NO. 25-093 APPROVING A SECOND

AMENDMENT TO ON-CALL PROFESSIONAL SERVICES AGREEMENT,

BY AND BETWEEN THE CITY OF ROSEVILLE AND

HYDROCOMPLIANCE, AND AUTHORIZING THE CITY MANAGER TO
EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approve the second amendment to the contract increasing the annual authorization for the current term from $75,000 to $150,000. Additionally, staff requests authorization to increase the annual authorization for the final renewal from $75,000 to $150,000. Funding for services shall be provided through capital improvement projects as approved during the fiscal year budgets, an approved professional services budget, or developer reimbursements. Project specific quotes will be obtained prior to the start of any work. The base year contract was not to exceed $75,000. With the increase in authorization for the first optional year extension and the final optional year extension of $150,000 per year, the updated total contract will be not to exceed $375,000.

CC #: 3835
File #: 0704-01
CONTACT: Heather Buck 916-774-5254 [email protected]

7.16.Pleasant Grove Wastewater Treatment Plant Influent Pump Station Rehabilitation Project – Notice of Completion
Memo from Preventative Maintenance Supervisor Jeremy Snyder and Environmental Utilities Director Sean Bigley recommending the City Council adopt RESOLUTION NO. 25-094 ACCEPTING THE PUBLIC WORK

KNOWN AS THE PLEASANT GROVE WASTEWATER TREATMENT

PLANT INFLUENT PUMP STATION REHABILITATION PROJECT,
APPROVING THE “NOTICE OF COMPLETION”, AND AUTHORIZING

THE ENVIRONMENTAL UTILITIES DIRECTOR TO EXECUTE SAID
NOTICE ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approval of the Notice of Completion for the Pleasant Grove Wastewater Treatment Plant Influent Pump Station Rehabilitation Project. The total cost of the construction contract with Syblon Reid is $4,204,030.17.

Funding for this agreement is provided by the Wastewater Rehabilitation Fund.

CC #: 3837
File #: 0800-02
CONTACT: Jeremy Snyder 916-413-9236 [email protected]

7.17.Assembly Bill 2227 Energy Efficiency Targets
Memo from Associate Electric Analyst Rachel Marmorstein and Electric Utility Director Dan Beans recommending the City Council adopt RESOLUTION NO. 25-101 APPROVING ROSEVILLE ELECTRIC UTILITY’S ENERGY
EFFICIENCY TARGETS. Staff requests Council approve the Roseville Electric Utility’s energy efficiency targets for the next 10-year period as required by California Assembly Bill 2227. There is no financial impact from the approval of the 10-year energy efficiency targets.

CC #: 3845
File #: 0800-03
CONTACT: Rachel Marmorstein 916-774-5613 [email protected]

7.18.201 Pacific Street, Second Floor - Lease Agreement Memo from Economic Development Project Manager Robert Cline and Economic Development Director Melissa Anguiano recommending the City Council adopt RESOLUTION NO. 25-100 APPROVING A LEASE

AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND TEN TWENTY-THREE LLC DBA TEN TWENTY 3D, AND AUTHORIZING THE

CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF
ROSEVILLE. Staff requests Council approve a three (3) year lease agreement with Ten Twenty 3D for the second floor of 201 Pacific Street. The Roseville Train Station, owned by the City, is located at 201 Pacific Street and within the Downtown Roseville Specific Plan. Ten Twenty 3D has occupied the second floor of the train station since the lease assignment, and approval of the proposed lease agreement will formalize the agreement and the terms of understanding set forth in the lease assignment. Execution of the lease agreement would result in a positive fiscal impact of $7,224 in rent revenue for the General Fund in the first year, $7,704 in year two, and $8,196 in year three. In addition to annual rent, the tenant will pay property tax on the leased space. CC #: 3844
File #: 1006-01
CONTACT: Robert Cline 916-746-1172 [email protected]

7.19.Pleasant Grove Boulevard Widening Project – Pacific Gas & Electric Agreement
Memo from Associate Engineer Nicolas Bumb and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 25-105 APPROVING A PACIFIC GAS & ELECTRIC AGREEMENT TO

PERFORM TARIFF SCHEDULE RELATED WORK, AND AUTHORIZING

THE CITY MANAGER TO EXECUTE IT AND ALL RELATED FORMS ON BEHALF OF THE CITY OF ROSVILLE. Staff requests Council approval of an agreement with Pacific Gas & Electric to relocate a gas main in conflict with a City project for a total cost of $84,440.76. The scope of this relocation is the lowering of approximately 100 linear feet of gas line in conflict with the structural section of new roadway on Pleasant Grove Boulevard. The project is funded with Traffic Mitigation Fee funds. No General Fund resources will be used for this project.

CC #: 3849
File #: 0800-04
CONTACT: Nicolas Bumb 916-746-1313 [email protected] Ordinances (for introduction and adoption - appropriation/urgency measures)

7.20.International Brotherhood of Electrical Workers, Local 1245 - 2025 Labor Market Wage Adjustments and Staffing Update
Memo from Human Resources Manager Macy Dippert and Human Resources Director Stacey Peterson recommending the City Council adopt ORDINANCE NO. 6932 AMENDING ORDINANCE 6872, THE SALARY ORDINANCE

FOR PERSONNEL REPRESENTED BY THE INTERNATIONAL
BROTHERHOOD OF ELECTRICAL WORKERS, LOCAL 1245, AS
AMENDED BY APPENDIX “J” TO BE EFFECTIVE MAY 3, 2025, AS AN URGENCY MEASURE; and adopt RESOLUTION NO. 25-130 APPROVING

A SIDE LETTER TO THE MEMORANDUM OF UNDERSTANDING FOR

EMPLOYEES REPRESENTED BY THE INTERNATIONAL
BROTHERHOOD OF ELECTRICAL WORKERS, LOCAL 1245, AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff recommend Council adopt an ordinance to approve the updated International Brotherhood of Electrical Workers, Local 1245 (IBEW) A & B (Appendix J) salary schedules to reflect labor market adjustments effective May 3, 2025, and adopt a resolution authorizing the City Manager to execute the side letter agreement with IBEW Local 1245 pertaining to the Labor Market Adjustments, and approve the attached citywide allocation schedule, effective May 3, 2025. The City engaged a consulting firm to conduct a compensation study of benchmark International Brotherhood of Electrical Workers, Local 1245 (IBEW) classes in the Electric, Environmental Utilities and Public Works departments in accordance with the provisions in the current IBEW Memorandum of Understanding, to determine labor market driven adjustments to remain competitive in the labor market. The average percentage wage increases for the IBEW bargaining group is 4.55%. Further, the Public Works Department's Fleet Services Division has requested an additional Fleet Services Supervisor position be added to the allocation schedule. The estimated total cost to the Electric, Fleet Services, Water Operations and Wastewater Operations enterprise funds for the recommended labor market adjustments and staff change is $248,852 for the remainder of FY2024-25 and $1,548,062 annually ongoing.

CC #: 3854
File #: 0600-01
CONTACT: Macy Dippert 916-774-5215 [email protected]

7.21.West Zone Reclaimed Water Tanks Rehabilitation Project – Budget Adjustment Memo from Senior Engineer Inderpreet Chaggar and Environmental Utilities Director Sean Bigley recommending the City Council adopt ORDINANCE NO. 6931 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR
2024-25 BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE.

Staff requests Council approval of a budget adjustment to increase the West Zone Reclaimed Water Tanks Rehabilitation Project budget by $75,609 from available resources in the Wastewater Rehabilitation Fund.

CC #: 3852
File #: 0800-02 & 0201-01
CONTACT: Inderpreet Chaggar 916-774-5553 [email protected]

7.22.Community Facilities Districts and Lighting and Landscape District - Budget Adjustment
Memo from Parks & Open Space Superintendent Eric Dexter and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt ORDINANCE NO. 6928 AUTHORIZING CERTAIN AMENDMENTS TO
THE FISCAL YEAR 2024-25 BUDGET AND DECLARING THIS

ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN
APPROPRIATION MEASURE. Staff requests Council approval of a budget adjustment in three special district areas totaling $47,000. The recommended budget adjustment will provide resources to increase the repairs and maintenance budgets to repair soundwall damage due to accidents in the Infill Lighting and Landscape District (LLD), Zone C, and the Creekview Community Facilities District (CFD) No. 2 (Public Services), and to increase the budget for a landscape project in Longmeadow CFD No. 2 (Services District). Funding is available in the Infill LLD, Zone C; Creekview CFD No. 2 (Public Services); and Longmeadow CFD No. 2 (Services District). There is no impact on the General Fund.

CC #: 3829
File #: 0210 & 0201-01
CONTACT: Eric Dexter 916-746-1769 [email protected]

7.23.Vehicle Purchase – Budget Adjustment
Memo from Parks, Recreation & Libraries Superintendent Rob Nakamura and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt ORDINANCE NO. 6930 AUTHORIZING CERTAIN
AMENDMENTS TO THE FISCAL YEAR 2024-25 BUDGET AND

DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council approve a budget adjustment in the amount of $158,000 for the purchase of two (2) motorized utility carts, one (1) trailer-mounted pressure washer, one (1) electric golf cart and one (1) electric utility cart to support the maintenance and the operations of the soccer complex. The vehicles will support the maintenance and operations of the soccer complex which is scheduled to open in late 2025. Funding is available from the Soccer Complex project budget using the Citywide Park - West Roseville Specific Plan Fund.

CC #: 3850
File #: 0704-01 & 0201-01
CONTACT: Rob Nakamura 916-774-5135 [email protected] Ceremonial Documents

7.24.Proclamation - Municipal Clerk Week May 4-10, 2025 Proclaim the week of May 4-10, 2025, as Professional Municipal Clerks Week, and further extend appreciation to our Professional Municipal Clerk, Carmen Avalos and to all Professional Municipal Clerks for the vital services they perform and their exemplary dedication to the communities they represent.

CC #: 3856
File #: 0102-06
CONTACT: Blair Hutchison 916-774-5266 [email protected]

7.25.Proclamation - Public Service Recognition Week May 4-10, 2025 Proclaim May 4-10, 2025, as Public Service Recognition Week and encourage all citizens to recognize the accomplishments and contributions of government employees at all levels.

CC #: 3857
File #:0102-06
CONTACT: Blair Hutchison 916-774-5266 [email protected]

END OF CONSENT CALENDAR

8. SPECIAL REQUESTS/REPORTS/PRESENTATION

8.1. Local Sales Tax Citizens' Oversight Committee - Report to the City Council Memo from Finance Director Scott Pettingell recommending the City Council receive an informational report and presentation from the Local Sales Tax Citizens' Oversight Committee on the FY2023-24 revenue and expenditures of the Measure B sales and use tax.

CC #: 3833
File #: 0103-22
CONTACT: Scott Pettingell 916-746-1306 [email protected]

8.2. Roseville Electric Department - Budget Update
Memo from Electric Utility Director Dan Beans and Assistant Electric Utility Director Joanna Cucchi with an update on Roseville Electric Utility's budget.

CC #: 3838
File #: 0800-03 & 0201-01
CONTACT: Joanna Cucchi 916-746 1609 [email protected]

8.3. Environmental Utilities Department - Budget Update Memo from Assistant Environmental Utilities Director Devin Whittington and Environmental Utilities Director Sean Bigley recommending the City Council receive a budget update from the Environmental Utilities Department.

CC #: 3847
File #: 0800-02
CONTACT: Devin Whittington 916-774-5543 [email protected]

9. PUBLIC HEARING

NOTICE TO THE PUBLIC
City Council, when considering the matter scheduled for hearing, will take the following actions:

1. 2.

3. 4.

5. 6.

7. 8.

Open the Public Hearing
Presentation by Staff
Presentation by applicant or Appellant
Accept Public Testimony
Appellant or Applicant Rebuttal Period
Close the Public Hearing
City Council Comments and Questions
City Council Action
In the future, if you wish to challenge in court any of the matters on this agenda for which a public hearing is to be conducted, you may be limited to raising only those issues, which you, or someone else raised orally at the Public Hearing or in written correspondence received by the City on or before the hearing.

Public Hearings listed for continuance will be continued as noted and posting of this agenda serves as notice of continuation.

9.1. Adoption of a Schedule of Maintenance Costs and Charges for Community Facilities Districts
Memo from Management Analyst Jeannine Thrash and Finance Director Scott Pettingell recommending the City Council adopt RESOLUTION NO. 25- 087 ADOPTING A SCHEDULE OF MAINTENANCE COSTS AND
CHARGES FOR COMMUNITY FACILITIES DISTRICTS. Staff requests Council approve and adopt the Schedule of Maintenance Costs and Charges for Maintenance Community Facilities Districts effective July 1, 2025, through June 30, 2026. The Schedule of Maintenance Costs and Charges for Maintenance Community Facilities Districts (CFDs) identifies costs for services provided by the City at the request of, or on behalf of, individual districts, as opposed to the public at large, and is reviewed annually. The Schedule of Maintenance Costs and Charges for Maintenance CFDs is intended to target full cost recovery in a fair and reasonable manner for all future maintenance CFDs, and annexations into existing maintenance CFDs, once implemented.

The proposed schedule of costs and charges, effective July 1, 2025, through June 30, 2026, is based on the results of a study completed in FY2024-25. The fees currently in place are sufficient to recover approximately 90-98% of the City’s service district maintenance costs. The adjusted fees are intended to recover 100% of the maintenance costs. Fiscal impact will be dependent on the number of future districts formed and the array of maintenance activities required for each district. For illustrative purposes, for every ten (10) acres of parks/streetscape to be maintained for a new service district, adjusted fees would recover an additional $1,369 per acre, per year.

CC #: 3828
File #: 0215
CONTACT: Jeannine Thrash 916-774-5473 [email protected]

9.2. Compliance with Assembly Bill 2561/Government Code Section 3502.3 regarding Vacancies and Recruitment and Retention Efforts Memo from Human Resources Manager Macy Dippert and Human Resources Director Stacey Peterson recommending City Council receive a presentation on AB 2561 which requires public agencies to hold at least one (1) public hearing per fiscal year to discuss vacancies, recruitment, and retention efforts. The presentation discusses the City's legal obligations under the new law, which took effect January 1, 2025. This presentation is for informational purposes only regarding the status of the City’s vacancies and recruitment and retention efforts.

CC #: 3831
File #: 0600-01
CONTACT: Macy Dippert 916-774-5215 [email protected]

9.3. 2025 Weed Abatement - Public Hearing
Memo from Fire Division Chief Michael Bradley and Fire Chief Ryan Harrigan recommending the City Council adopt RESOLUTION NO. 25-086

ORDERING THE DESTRUCTION OR REMOVAL OF ALL WEEDS, DIRT,

RUBBISH, AND/OR RANK GROWTHS WITHIN THE CITY OF

ROSEVILLE AND OVERRULING ANY AND ALL OBJECTIONS
THERETO. Staff requests Council approve the second and final step necessary to initiate the 2025 Weed Abatement Program. Owners of private parcels that are abated by the City are responsible for the costs associated with providing abatement services. A bill is sent to each property owner detailing the abatement costs, as well as an administrative fee. If the property owner fails to pay the bill, the City places a lien on the subject property and the monies owed are reimbursed through the property tax collection process. CC #: 3827
File #: 0324-01
CONTACT: Michael Bradley 916-774-5806 [email protected]

10. COUNCIL REPORTS / PUBLIC COMMENTS

11. ADJOURNMENT

COUNCIL COMMUNICATION
CC #: 3855
File #: 0102-06
Title: Proclamation - National Donate Life Month April 2025 Contact: Blair Hutchison 916-774-5266 [email protected] Meeting Date: 4/16/2025
Item #: 5.2.

RECOMMENDATION TO COUNCIL
Proclaim April 2025 as National Donate Life Month and encourage all residents to register their decision to be an organ, eye and tissue donor in the National Donate Life Registry at DonateLifeCalifornia.org or at your local California DMV.

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
Respectfully Submitted,
Blair Hutchison, City Clerk Technician
Carmen Avalos, City Clerk
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
National Donate Life MonthApril 2025

COUNCIL COMMUNICATION
CC #: 3839
File #: 0800-03
Title:

Roseville Electric Utility - Generation Maintenance Support Services - Contract Purchase Agreement
Contact: Nathan Ribordy 916-746-1673 [email protected] Meeting Date: 4/16/2025
Item #: 7.1.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution authorizing the City Manager to execute a contract purchase agreement (3004426) with Performance Mechanical, Inc., to provide maintenance support services to Roseville Electric Utility's generation facilities. Staff also requests authorization to exercise the four (4) optional one-year extensions to the contract without further City Council approval, provided that the applicable budget is approved by the City Council, or until staff determines that continuing with this vendor is not in the best interest of the City.

BACKGROUND
Roseville Electric Utility owns and operates approximately 260 MW of generating facilities which includes the Roseville Energy Park, Roseville Peakers, and Roseville Power Plant #2. In addition to our own staff expertise to maintain these facilities, the electric utility often relies on the support of contractors to provide supplemental and specific maintenance support. This can include a comprehensive range of services, including but not limited to unique maintenance, repairs, specialized welding, testing of power plant equipment and systems, as well as additional engineering support to meet the overall maintenance needs of the generating facilities.

In order to continue the important maintenance support services needed for our generating facilities, Roseville Electric Utility solicited proposals through a Request for Proposals (RFP) 07- 108 for generation maintenance support services. Two (2) vendors responded to the RFP. After determining the vendors were responsive and responsible, the evaluation team reviewed and scored the proposals, finding Performance Mechanical, Inc., to be the most suitable vendor to provide the requested scope of services based on their safety, quality, demonstrated experience, completeness of proposal, and price.

FISCAL IMPACT
This contract purchase agreement is for work on an as-needed basis for a period of one year, with four (4) optional one-year extensions. The initial contract cost will not exceed $2,000,000, with $2,000,000 per year for the optional renewal years. The total not-to-exceed costs for the full term is $10,000,000. Funding is included in the Electric Department’s FY2024-25 budget in the Electric Fund. Future year funding is contingent on City Council’s approval of the respective budget each year.

ENVIRONMENTAL REVIEW
The proposed project involves the repair, maintenance, and minor alteration of existing facilities.

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 E - Deliver exceptional city services
Goal F - Invest in well-planned infrastructure and growth Respectfully Submitted,
Nathan Ribordy, Power Generation Superintendent
Dan Beans, Electric Utility Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Resolution 25-095
Contract PurchaseAgreement 3004426
Class 1 Exemption
RESOLUTION NO. 25-095

APPROVING A CONTRACT PURCHASE AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND PERFORMANCE MECHANICAL, INC., AND AUTHORIZING THE

CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE WHEREAS, a contract purchase agreement (3004426) to provide maintenance support services to Roseville Electric Utility’s generation facilities, by and between the City of Roseville and Performance Mechanical, Inc., has been reviewed by the City Council; and NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said agreement is hereby approved and the City Manager is authorized to execute it on behalf of the City of Roseville.

BE IT FURTHER RESOLVED, that the City Manager or his or her designee is authorized to execute four (4) additional one (1) year renewals without further City Council approval, provided that the applicable budget is approved by the City Council, or until staff determines that continuing with this consultant is not in the best interest of the City.

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

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: Maintenance Support Services
Project Location(s): 5120 Phillip Road, Roseville, CA 95747 (APNs 017-101-020-000 and 017- 101-021-000) and 2155 Nichols Drive, Rocklin, California 95677 (APN 017-063-005-000).

Project Description: Roseville Electric staff seeks approval for a maintenance contract to support maintenance activities at Roseville Electric’s generation facilities. Work may be performed at the Roseville Energy Park (REP) or Roseville Power Plant 2 (RPP2). The REP operates two combustion turbines and one steam turbine with associated auxiliaries and is co-located next to two simple cycle gas turbines. RPP2 operates two simple cycle gas turbines. Both facilities undergo planned preventative maintenance activities as well as corrective maintenance activities.

Activities may include but are not limited to pump and motor alignments, welding services, millwright services, off site shop fabrication, and other ancillary support activities as needed for the generation fleet. Work completed will not result in an expansion of use.

Public Agency Approving Project: Roseville City Council Agency/Individual Carrying Out Project: Roseville Electric Utility Reason why this Project is Exempt: The project qualifies for a Class 1 Categorical Exemption as described in Section 15301 of the California Environmental Quality Act (CEQA) guidelines which states:
“Class 1 consists of the…repair, maintenance,...or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, 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; [and] (b) Existing facilities of both investor and publicly owned utilities used to provide electrical power, natural gas, sewerage, or other public utility services…”
The project consists of performing routine preventative and corrective maintenance activities at the REP and RPP2. The project would not result in expansion of use. The project would not result in expansion of use. Consequently, the Class 1 Categorical Exemption applies.

Lead Agency Contact Person: Nathan Ribordy, Roseville Electric (916-746-1673).

Signature: Date: 3/24/2025
Jessica Lynch, Environmental Coordinator
City of Roseville

COUNCIL COMMUNICATION
CC #: 3846
File #: 0203-05
Title: East Radio Site Relocation Project - Contract Purchase Agreement Contact: Karl Grover 916-774-5145 [email protected] Meeting Date: 4/16/2025
Item #: 7.2.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution authorizing the City Manager to execute a Contract Purchase Agreement with E.F. Johnson Company in the amount of $483,210.79 for the City's East Radio Site Relocation project to enhance system performance, reliability, scalability and coverage. Additionally, staff requests authorization for the City Manager or designee to approve change orders up to an additional 10%, or $48,321, of the purchase agreement to cover costs of unexpected changes to ensure successful completion of the project.

BACKGROUND
Radio transmission is the primary communication method for the City’s emergency services and many of the daily operations providers (i.e., Police, Fire, Electric, Roseville Transit, and Environmental Utilities), as well as outside agencies during mutual aid incidents. The City’s radio system handles approximately 1.5 million transmissions per year and providing coverage throughout the City is crucial.

Roseville currently operates two other 180-foot radio communications towers. One is in west Roseville near the Roseville Energy Park and the second is in central Roseville at the Police Department building on Junction Boulevard. The east side of Roseville is currently served by radio equipment located on the third floor of a commercial building in a leased electrical closet. As previously established with Council at the September 7, 2022, meeting, the current east radio site has many limitations and needs to be relocated to a new site that will improve its reliability, availability, capacity and coverage.

Consultants were engaged to develop plans for the 2001 Strauch Drive site and complete the required environmental clearance. On September 7, 2022, Council adopted the Initial Study/Mitigated Negative Declaration (IS/MND), IS/MND Mitigation Monitoring and Reporting Plan (MMRP), and approved agreements for acquisition of permanent and temporary easements allowing access to the site. Subsequent to Council’s action, the easements have been acquired and the plans submitted for building and civil improvement permits. On December 6, 2023, Council provided approval to accept the project’s plans and specifications as well as proceed with a call for construction bids.

On July 31, 2024, Council authorized awarding the construction bid to SLC, Inc. Site construction is currently in progress with an estimated completion date in August 2025.

Subsequent to completion of site construction, equipment and services are needed in the radio shelter and on the tower including repeaters, antenna systems and simulcast alignment to properly integrate with the existing radio sites for reliable citywide communications. The equipment and corresponding services will be provided by E.F. Johnson, including decommissioning the old radio site to restore the private property owner's site to its original state.

FISCAL IMPACT
The total cost for EFJohnson's equipment and services to install antenna systems, provision a microwave link between sites, relocate radio equipment to the new site, perform system optimization, update as-built documentation and decommission the old site is $483,210.79. The contingency amount of $48,321.00 will cover unexpected costs during the course of this project implementation.

This project is funded with multiples sources including the Strategic Improvement Fund, Public Facilities Fund and Information Technology Replacement Fund.

ENVIRONMENTAL REVIEW
Council approval of construction is an action that is subject to CEQA. Project level CEQA compliance for the (Citywide) East Site Radio Communications Relocation Project was accomplished with preparation of the Initial Study/Mitigated Negative Declaration (IS/MND), adopted by City Council on September 7, 2022 (SCH No. 2022070353).

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal C - Maintain a safe and healthy community
Goal E - Deliver exceptional city services
Goal F - Invest in well-planned infrastructure and growth Respectfully Submitted,
Karl Grover, IT Program Manager
Hong Sae, Chief Information Officer
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Resolution 25-102
CPA #3004429 Signed
RESOLUTION NO. 25-102

APPROVING A CONTRACT PURCHASE AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND E.F. JOHNSON COMPANY, AND AUTHORIZING THE CITY

MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE WHEREAS, a contract purchase agreement (3004429) for equipment and services for the East Radio Site Relocation project, by and between the City of Roseville and E.F. Johnson Company, has been reviewed by the City Council; and
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said agreement is hereby approved and the City Manager is authorized to execute it on behalf of the City of Roseville, upon receipt and approval of bonds by the City Attorney’s office.

BE IT FURTHER RESOLVED that the City Manager or his designee is authorized to approve change orders for the project, consistent with the contract terms, provided that the net cost of all change orders shall not exceed ten percent (10%) of the contract price.

PASSED AND ADOPTED by the Council of the City of Roseville this ___ day of ______________, 2025, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:
______________________________
MAYOR
ATTEST:
________________________
City Clerk

COUNCIL COMMUNICATION
CC #: 3830
File #: 0721
Title: Microtransit Vans - Purchase Order Amendment
Contact: Zach Presley 916-774-5365 [email protected] Meeting Date: 4/16/2025
Item #: 7.3.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council approve an amendment to an existing purchase order with A-Z Bus Sales for the purchase of twelve (12) Ford E-Transit Vans.

BACKGROUND
On June 5, 2024, the City Council approved the procurement of twelve (12) electric Ford ETransit vans for Roseville Transit. Eight of these vans will replace existing diesel-powered cutaway vehicles that have surpassed their useful lives and need to be replaced. The additional four new vehicles are necessary to address the limited range in the vans and will allow for more reliable service for Roseville Transit customers.

When the item was initially brought to Council for approval, there were options for the vans that were being finalized and not included in the total cost. Some of the optional items included an onboard camera system and an exterior finish. As the vans have made their way through production, staff worked with A-Z bus to prepare an updated quote. The finalized quote that includes the optional items reflects an increase of $10,005.74 per vehicle for a total increase of $120,068.93. These updates include the items mentioned above and fit within the existing project budgets for the replacement vehicles and the purchase of new vehicles.

FISCAL IMPACT
The price increases in this procurement for twelve Ford E-Transit Vans remain funded through Federal Transit Administration (FTA) grant funding. Roseville will be utilizing a FTA Low/No Emissions grant for the eight replacement vehicles and FTA 5339 funds for the purchase of the four new vehicles. Local Transportation Funds (LTF) will be used for matching purposes on both projects. This procurement will have no impact to the General Fund.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. Approval of a purchase order amendment meets the above criteria and is not subject to CEQA. No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal E - Deliver exceptional city services
Goal F - Invest in well-planned infrastructure and growth Respectfully Submitted,
Zachary Presley, Assistant Transportation Planner
Jason Shykowski, Public Works Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
500261 Revised Van Quote
500112 Revised Van Quote
MBTA CalACT Cooperative
Quote Date 4/6/2024
316 Vernon Street County: Placer Expires 2024 chassis
Roseville Zip Code: 95678 Roof design Mid-Roof Height
Zach Presley Office Phone: 916-774-5365
[email protected] Cell Phone: FORD FIN Code required Clay Hartman Type E- Transit, Nor Cal Vans/Driverge Revision Date 2/4/2025 QTY Contract Price
NOR CAL VAN/DRIVERGE , TYPE Z1-E (ER), Ford Transit 350MR W9C, Fenton 16kWh Battery with A/C and Heat Package 1 Driverge
1 Sub-Total Base Unit $ 176,858.00

PUBLISHED OPTIONS
2 Go-ES Single Seat $ 1,153.00 2,306.00
1 Delivery Zone 4 $ 800.00 800.00
1 DMV Processing $ 80.00 80.00
1 $ 8.75 8.75
1 Sub-Total Published Options 3,194.75

NON PUBLISHED OPTIONS
1 4,216.00 4,216.00
1 975.00 975.00
1 95.00 95.00
1 -
1 4,675.00 4,675.00
1 375.00 375.00
1 675.00 675.00
1 775.00 775.00
1 620.00 620.00
1 5,450.00 5,450.00
1 5,160.00 5,160.00
1 225.00 225.00
1 Sub-Total Non-Published Options 23,241.00

SUMMARY

SPECIFICATION SUMMARY
1 Model Year 2024 (with 89.9kWh Battery Pack) Make: Nor Cal Van/Driverge Wheelchair Lift Model: Braun 1 Type: Ford E-Transit 350 MR Chassis: Ford E-Transit 350 MR Wheelchair Lift Location Shift N Step 1 Passenger Capacity: 5 seated + 1 w/c Wheelbase: 148 Number of Tie Downs: 1 1 Seat Fabric: Ford OEM Charcoal Vinyl Engine: Electric Battery Capacity 89.9kWh + 16kWh 1 Air Conditioning System: FORD OEM GVWR: 9,500 Tie Down Type QStraint 8100 DLX 1 Exterior Color/Graphics: White Body Length: 19.5 ft Estimated Delivery:

Prewire for DriveCam and CalAmp. Provides for (2) constant, ignition, and ground wire harness routed per Roseville Contact:

Chassis, Ford E-Transit 148' W/B"
Email Address:

Sales Representative
Option Description
Ford E-Transit 350 MR
State Tire Tax
Privacy Tint on side windows
Electronics Storage Box, Fenton, 2 shelves and latching door, option deletes Co-Pilot Seat Cut-off switch for accessories located in Electronics Storage Box RFP #20-01
Customer: City of Roseville
Address:

City
Spare REI Hard Drive. This line item represents (4) spare 2TB Hard Drives with the cost spread over a 12 van order Bike Rack, Sportworks Stainless, 2 Bike positions, 2 Fat tire positions (Fat tire trays require Apex model rack) Wrap, Full exterior (except roof and glass) Roseville to provide AI file for actual image REI 7-Camera HD system. 5 Interior + 2 Exterior. 2TB Hard Drive, Event Marker + GPS (Includes Training) Drivers Side Aluminum grate style running board
GFI Mounting prep. Includes additional floor support for future mounting of GFI Fare Box

89.9 kWh Ford OEM battery pack (included in base price) Hanover Front and Side Destination LED Signs
MBTA CalACT Cooperative
Quote Date 4/6/2024
316 Vernon Street County: Placer Expires 2024 chassis
Roseville Zip Code: 95678 Roof design Mid-Roof Height
Zach Presley Office Phone: 916-774-5365
[email protected] Cell Phone: FORD FIN Code required Clay Hartman Type E- Transit, Nor Cal Vans/Driverge Revision Date 2/4/2025 QTY Contract Price
Contact:

Email Address:

Sales Representative
Option Description
RFP #20-01
Customer: City of Roseville
Address:

City

SUMMARY STANDARD BID FEATURES & EQUIPMENT
1 Ford E-Transit Body Code W9C Mid Roof 235/65R16
1 Ford E-Transit XL Cargo with Driverge Interior E-Transit Electric Motor 1 Rear w/c Lift, Braun Century 800 lb rating 89.9kWh OEM Ford Battery Pack (new for 2024) 1 Smart floor interior tracking for seats and w/c's 1-Speed Motor w/ Electric rear Axle 1 Headroom Height Interior, 67" 9,500 lb GVWR
1 Exterior Height 99" Rear Axle: Single Tires.
1 Overall Length 235.5" OEM Ford A/C & Heat + Fenton High Capacity A/C & Pass Heat Package 1 Laminated Side windows in Passenger area (92A) AM FM Stereo 1 Altro Flooring Reverse Backing camera

CONTRACT PRICING SUMMARY
1 Base Unit as Specified 176,858.00
1 Published Options 3,194.75
1 Non-Published Options 23,241.00
1 Sub-total per Unit 203,293.75
1 Mobility Aid Rebate shown for tax purposes 1,000.00 reversed below 1 ADA Portion 43,380.75
1 Taxable amount on which tax is collected 160,913.00
1 Sales Tax on taxable amount 6,134.81 3.813% Roseville 1 CalACT MBTA Fee of 1.5% on the subtotal 3,049.41 (sell below re: Tax) 1 Mobility Aid reduction (1,000.00) reversal from above 1 Total, Each 212,477.96
1 Less HVIP rebate $ (8,625.00) Application required HVIP REBATE 1 Sub Total 203,852.96
1 Qty 3
1 Grand Total 611,558.89
Sales tax rate is
based on special
zero emission
reduction of normal
tax rate less 3.9375
1 Signature Signature Date
Print Name
City of Roseville

COMPANY/AGENCY
Clay Hartman
Print Name
Clay Hartman
MBTA CalACT Cooperative
Quote Date 4/6/2024
316 Vernon Street County: Placer Expires 2024 chassis
Roseville Zip Code: 95678 Roof design Mid-Roof Height
Zach Presley Office Phone: 916-774-5365
[email protected] Cell Phone: FORD FIN Code required Clay Hartman Type E- Transit, Nor Cal Vans/Driverge Revision Date 2/4/2025 QTY Contract Price
NOR CAL VAN/DRIVERGE , TYPE Z1-E (ER), Ford Transit 350MR W9C, Fenton 16kWh Battery with A/C and Heat Package 1 Driverge
1 Sub-Total Base Unit $ 176,858.00

PUBLISHED OPTIONS
2 Go-ES Single Seat $ 1,153.00 2,306.00
1 Delivery Zone 4 $ 800.00 800.00
1 DMV Processing $ 80.00 80.00
1 $ 8.75 8.75
1 Sub-Total Published Options 3,194.75

SUMMARY

Prewire for DriveCam and CalAmp. Provides for (2) constant, ignition, and ground wire harness routed per Roseville Contact:

Chassis, Ford E-Transit 148' W/B"
Email Address:

City
Spare REI Hard Drives. This line item represents (4) spare 2TB Hard Drives with the cost spread over a 12 van order Bike Rack, Sportworks Stainless, 2 Bike positions, 2 Fat tire positions (Fat tire trays require Apex model rack) Wrap, Full exterior (except roof and glass) Roseville to provide AI file for actual image REI 7-Camera HD system. 5 Interior + 2 Exterior. 2TB Hard Drive, Event Marker + GPS (Includes Training) Drivers Side Aluminum grate style running board
GFI Mounting prep. Includes additional floor support for future mounting of GFI Fare Box

Email Address:

Sales Representative
Option Description
RFP #20-01
Customer: City of Roseville
Address:

City

CONTRACT PRICING SUMMARY
1 Base Unit as Specified 176,858.00
1 Published Options 3,194.75
1 Non-Published Options 23,241.00
1 Sub-total per Unit 203,293.75
1 Mobility Aid Rebate shown for tax purposes 1,000.00 reversed below 1 ADA Portion 43,380.75
1 Taxable amount on which tax is collected 160,913.00
1 Sales Tax on taxable amount 6,134.81 3.813% Roseville 1 CalACT MBTA Fee of 1.5% on the subtotal 3,049.41 (sell below re: Tax) 1 Mobility Aid reduction (1,000.00) reversal from above 1 Total, Each 212,477.96
1 Less HVIP rebate $ (8,625.00) Application required HVIP REBATE 1 Sub Total 203,852.96
1 Qty 9
1 Grand Total 1,834,676.68
Sales tax rate is
based on special
zero emission
reduction of normal
tax rate less 3.9375
1 Signature Signature Date
Print Name
City of Roseville

COMPANY/AGENCY
Clay Hartman
Print Name
Clay Hartman

COUNCIL COMMUNICATION
CC #: 3851
File #: 0800-04
Title:

Vernon Street/Atlantic Street Multimodal Safety Improvement Project - Approval of Plans and Specifications and Authorization to Call for Bids Contact: Karen Vences 916-774-5412 [email protected] Meeting Date: 4/16/2025
Item #: 7.4.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council approve the plans and specifications for the Vernon Street/Atlantic Street Multimodal Safety Improvement Project and authorize staff to call for bids.

BACKGROUND
Vernon Street through Downtown Roseville is a two-lane collector road with on-street parking and posted speed limits ranging between 15 of 25 mph. The Council-adopted Downtown Specific Plan identifies the need for intersection improvements at Vernon Street/Atlantic Street and Folsom Road to improve traffic circulation, improve accessibility for bicyclists and pedestrians, and provide better connectivity between Historic Old Town and Downtown.

The project will include improvements to Vernon Street beginning at Lincoln Street, and will extend through the S-curve up to Yosemite Street. The project scope includes the construction of enhanced pedestrian crosswalks, rectangular rapid flashing beacons, green bike lanes to improve visibility, pavement rehabilitation, lane reductions to slow vehicle speeds, and turning restrictions at low volume intersections to reduce conflict zones. All of these improvements are designed to benefit driver, bicyclist, and pedestrian safety through the corridor. This project will also improve corridor aesthetics by including a raised landscaped median upon entering Vernon Street into the Downtown area.

Construction of the project is anticipated to begin in late summer 2025 and be complete by early spring of 2026. Construction plans and specifications for the project have been completed and are attached.

Public Outreach:

A range of public outreach occurred during the development of the project plans including two postcard mailers, project informational webpage (roseville.ca.us/Atlantic), and a community open house held on June 29, 2022 at the Civic Center.

Public Works staff will be working closely with the Public Affairs and Communications Department to keep the community informed of the project's benefits, progress, and traffic impacts during the construction phase of the project through a variety of methods including, but not limited to, direct mail, signage, social media, web, and email notifications.

FISCAL IMPACT
The project is estimated to cost $1.9 million and will be funded with Highway Safety Improvement Program (HSIP) grant funds, Highway Users Tax (HUT) funds, and Local Transportation Funds (LTF). Once the actual construction costs are known, a budget adjustment will be recommended for approval at the time of Council award of the construction contract if necessary. No General Fund resources will be used for construction of the project.

New landscaping improvements along the corridor will require maintenance by the City's Parks, Recreation and Libraries Department (PRL), and the estimated annual cost increase as a result of the improvements is approximately $2,000 annually in future PRL operating budgets in the General Fund.

ENVIRONMENTAL REVIEW
Development of the Vernon Street/Atlantic Street Multimodal Safety Improvement Project was previously evaluated in the Downtown Specific Plan EIR (certified April 3, 2009, SCH No. 2007102090.), and identified in the associated Downtown Specific Plan. Construction of the Vernon Street/Atlantic Street Multimodal Safety Improvement Project is found to be within the scope of the project covered by the Downtown Specific Plan EIR. As discussed in the Specific Plan EIR, the EIR provides environmental analyses of community infrastructure and facilities, including Gateway Elements, landscaping, and multimodal safety improvements, to the extent applicable. Because the project is consistent with Downtown Specific Plan EIR and Specific Plan, no new effects would be expected to occur and all applicable mitigation measures from the Downtown Specific Plan EIR will be implemented during the design and construction of the Vernon Street/Atlantic Street Multimodal Safety Improvement Project. Because the proposed project meets the requirements identified in Section 15183 of the State CEQA Guidelines, no additional CEQA review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal C - Maintain a safe and healthy community
Goal F - Invest in well-planned infrastructure and growth Respectfully Submitted,
Karen Vences, Assistant Engineer
Jason Shykowski, Public Works Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Location Map
Vernon-Atlantic Plan Set
Vernon-Atlantic Project Manual
U.P.R.R.

ATLANTIC ST.

WASHINGTON BLVD.

VERNON ST.

YOSEMITE ST.

U.P.R.R.

FOLSOM RD. LINCOLN ST.

HARDING BLVD.

DOUGLAS BLVD.

VERNON STREETATLANTIC STREET

MULTIMODAL SAFETY IMPROVEMENT

PROJECT

LOCATION MAP

PROJECT LOCATION
3/26/2025

VERIFY SCALE

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services1082 Sunrise Avenue, Suite 100Roseville, California 95661T 916.783.4100F 916.783.4110 CITY OF ROSEVILLE CALIFORNIA 24 2 G-1 VERNON ST/ATLANTIC ST MULTIMODAL SAFETY IMPROVEMENT PROJECT 23 VERIFY SCALE

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services1082 Sunrise Avenue, Suite 100Roseville, California 95661T 916.783.4100F 916.783.4110 CITY OF ROSEVILLE CALIFORNIA 24 3 SC-1 VERNON ST/ATLANTIC ST MULTIMODAL SAFETY IMPROVEMENT PROJECT N
Line Table
L# Length Bearing
Curve Table
C# Radius Length Delta
23 VERIFY SCALE

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services1082 Sunrise Avenue, Suite 100Roseville, California 95661T 916.783.4100F 916.783.4110 CITY OF ROSEVILLE CALIFORNIA 24 4 X-1 VERNON ST/ATLANTIC ST MULTIMODAL SAFETY IMPROVEMENT PROJECT

VERNON STREETVERNON STREETVERNON STREET
STRUCTURAL SECTIONS:
23 VERIFY SCALE

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services1082 Sunrise Avenue, Suite 100Roseville, California 95661T 916.783.4100F 916.783.4110 CITY OF ROSEVILLE CALIFORNIA 24 5 X-2 VERNON ST/ATLANTIC ST MULTIMODAL SAFETY IMPROVEMENT PROJECT

VERNON STREET

FOLSOM ROAD

ATLANTIC STREET

VERNON AND ATLANTIC STREET

GRIND AND OVERLAY SEGMENTS
STRUCTURAL SECTIONS:
23 VERIFY SCALE

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services1082 Sunrise Avenue, Suite 100Roseville, California 95661T 916.783.4100F 916.783.4110 CITY OF ROSEVILLE CALIFORNIA N
24 6
L-1 VERNON ST/ATLANTIC ST MULTIMODAL SAFETY IMPROVEMENT PROJECT 23 VERIFY SCALE

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services1082 Sunrise Avenue, Suite 100Roseville, California 95661T 916.783.4100F 916.783.4110 CITY OF ROSEVILLE CALIFORNIA 24 7 L-2 VERNON ST/ATLANTIC ST MULTIMODAL SAFETY IMPROVEMENT PROJECT N
N
23 VERIFY SCALE

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services1082 Sunrise Avenue, Suite 100Roseville, California 95661T 916.783.4100F 916.783.4110 CITY OF ROSEVILLE CALIFORNIA 24 8 PD-1 VERNON ST/ATLANTIC ST MULTIMODAL SAFETY IMPROVEMENT PROJECT N
N
23 VERIFY SCALE

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services1082 Sunrise Avenue, Suite 100Roseville, California 95661T 916.783.4100F 916.783.4110 CITY OF ROSEVILLE CALIFORNIA 24 9 PD-2 VERNON ST/ATLANTIC ST MULTIMODAL SAFETY IMPROVEMENT PROJECT N
N
23 VERIFY SCALE

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services1082 Sunrise Avenue, Suite 100Roseville, California 95661T 916.783.4100F 916.783.4110 CITY OF ROSEVILLE CALIFORNIA 24 10 PD-3 VERNON ST/ATLANTIC ST MULTIMODAL SAFETY IMPROVEMENT PROJECT N
N
L3 L1
L1
L1 L2
L1
2I3L
5J9U
2I3U
2I2U
L1
L1
L3
L2
L2
L4
5J9U
2I4U
23 VERIFY SCALE

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services1082 Sunrise Avenue, Suite 100Roseville, California 95661T 916.783.4100F 916.783.4110 CITY OF ROSEVILLE CALIFORNIA 24 11 CD-1 VERNON ST/ATLANTIC ST MULTIMODAL SAFETY IMPROVEMENT PROJECT N
N N
23 VERIFY SCALE

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services1082 Sunrise Avenue, Suite 100Roseville, California 95661T 916.783.4100F 916.783.4110 CITY OF ROSEVILLE CALIFORNIA 24 12 CD-2 VERNON ST/ATLANTIC ST MULTIMODAL SAFETY IMPROVEMENT PROJECT N
N
23 VERIFY SCALE

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services1082 Sunrise Avenue, Suite 100Roseville, California 95661T 916.783.4100F 916.783.4110 CITY OF ROSEVILLE CALIFORNIA N
2413
R-1 VERNON ST/ATLANTIC ST MULTIMODAL SAFETY IMPROVEMENT PROJECT 23 VERIFY SCALE

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services1082 Sunrise Avenue, Suite 100Roseville, California 95661T 916.783.4100F 916.783.4110 CITY OF ROSEVILLE CALIFORNIA 24 14 R-2 VERNON ST/ATLANTIC ST MULTIMODAL SAFETY IMPROVEMENT PROJECT "RW1" PROFILE
"RW2" PROFILE
"RW2" PROFILE "RW3" PROFILE
23 VERIFY SCALE

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services1082 Sunrise Avenue, Suite 100Roseville, California 95661T 916.783.4100F 916.783.4110 CITY OF ROSEVILLE CALIFORNIA 20 15 E-1 VERNON ST/ATLANTIC ST MULTIMODAL SAFETY IMPROVEMENT PROJECT 23 VERIFY SCALE

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services1082 Sunrise Avenue, Suite 100Roseville, California 95661T 916.783.4100F 916.783.4110 CITY OF ROSEVILLE CALIFORNIA 24 16 E-2 VERNON ST/ATLANTIC ST MULTIMODAL SAFETY IMPROVEMENT PROJECT 23 VERIFY SCALE

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services1082 Sunrise Avenue, Suite 100Roseville, California 95661T 916.783.4100F 916.783.4110 CITY OF ROSEVILLE CALIFORNIA 24 16 E-3 VERNON ST/ATLANTIC ST MULTIMODAL SAFETY IMPROVEMENT PROJECT 23 17
BL
L
B
L
B
L
B

VERNON ST

JEFFERSON ST

FOLSOM RD

WALNUT ST

IRRIGATION POINT OF
CONNECTION #2:

BORE 1" LATERAL LINE

UNDER PAVEMENT IN

SLEEVE, CONNECT NEW

LATERAL TO EXISTING

LATERAL IN PLANTING
AREA. CONTRACTOR

TO VERIFY EXACT

LOCATION OF EXISTING
IRRIGATION.
1"
112"
112"
3 4"
3 4"
F
F
112"
LOW 0.43 in/h
11 13.7 1" 1"
1 12"
112"
3"
2"
1"
1"
2"
PULL 6 CONTROL
WIRES AND 1

COMMON WIRE FROM

EXISTING IRRIGATION

CONTROLLER

BORE CONTROL WIRES UNDER

PAVEMENT IN SLEEVE

EXISTING IRRIGATION BACKFLOW

CUT AND CAP ABOVE

GRADE IRRIGATION
LINE

APPROXIMATE

LOCATION OFEXISTING

IRRIGATION

POINT OF

CONNECTION
LB
LB
L
B
L
B
L
B
LB

BRITTAIN ST

VERNON ST

ATLANTIC
ST
ALMOND
ST
3 4"
MED 1.7 in/h
13 61"
1"
F
F
1"
112"
1"
1"
112"
3 4"
3 4"
12 12.4
LOW 0.43 in/h
1"
1"
112"

VERIFY SCALE

CITY OF ROSEVILLE CALIFORNIA
www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366

MATCHLINE, SEE BELOW LEFT

MATCHLINE, SEE ABOVE RIGHT
NORTH
NORTH
0 20 feet
1" = 20'
40 0 20 feet
1" = 20'
FOR IRRIGATION NOTES SEE SHEET IR-2 40

SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI
TREE BUBBLER: 1400 SERIES
RAIN BIRD RWS-B-C-P 1401 ROOT WATERING
SYSTEM WITH CHECK VALVE. EACH SYMBOL
REPRESENTS 2 BUBBLERS PER TREE.
30 REMOTE CONTROL VALVE: RAIN BIRD PEB, LOW
FLOW, SIZE PER PLANS.DRIP VALVE: RAINBIRD DRIP CONTROL ZONE KIT XCZ-100-, 1IN. PEB VALVE, WITH 1IN. PRESSURE
REGULATING 40PSI BASKET FILTER, PER CITY OFROSEVILLE STANDARDS QUICK COUPLER: RAIN BIRD 44-LRC, 1IN., WITH

LOCKING THERMOPLASTIC RUBBER COVER, AND
2-PIECE BODY, PER CITY OF ROSEVILLE

STANDARDS
GATE VALVE: NIBCO T-113, SAME SIZE AS
MAINLINE PIPE DIAMETER AT VALVE LOCATION.

FLUSH VALVE AND OPERATION INDICATOR:

SCHEDULE 40 PVC BALL VALVE WITH BRASS

HOSE THREAD ADAPTER, PER CITY OF ROSEVILLE

STANDARDS
IRRIGATION LATERAL LINE: PVC SCHEDULE 40IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40

CONTROL WIRES, PER CITY OR ROSEVILLE

STANDARDS

EXISTING LATERAL LINE TO BE REMOVED
1402
IRRIGATION POINT OF CONNECTION:

CONNECT TO EXISTING IRRIGATION 2" MAINLINE IN
APPROXIMATE LOCATION, ASSUME 24" DEPTH
UNDER EXISTING PAVEMENT. PULL 4 CONTROL
WIRES AND 2 SPARES TO VALVES DOWNSTREAM

VALVE NUMBERVALVE SIZEVALVE FLOW

VALVE CALLOUT
X
#

PRECIPITATION RATEWATER-USE
X
X
X

MANUFACTURER/MODEL/DESCRIPTION
DRIP AREA: RAINBIRD XFS-SUB SURFACEDRIPLINE, XFS-CV-06-18 WITH .6 GPH AND 18"EMITTER SPACING AND 18" O.C DRIPLINELATERALS. INSTALL ONE DRIP INDICATOR INEACH PLANTER, PER CITY OF ROSEVILLE STANDARD SPECIFICATIONS.

DRIP HEADER: SCHEDULE 40 PVC, 3/4" SIZE

VALVE NUMBER FOR DRIP AREA

PIPE TRANSITION POINTPROTECT EXISTING IRRIGATION, ADJUST

SHRUB BUBBLER IRRIGATION TO NEW LIMITS

OF PAVEMENT OR CURB
EXISTING REMOTE CONTROL VALVEEXISTING MAINLINE, 2" SIZEEXISTING CONTROLLER C 1915
IR-1 VERNON ST/ATLANTIC ST MULTIMODAL SAFETY IMPROVEMENT PROJECT

IRRIGATION PLAN
F
01 IR-2
LD-1
02 SYMBOL
LD-1
01 LD-1
06 LD-1
05 LD-1
04 LD-1
03 IRRIGATION SCHEDULE
01 LD-2
04 LD-2
05 LD-2

CONNECT TO TURF IRRIGATION, REPLACE
EXISTING SPRAY HEADS WITH RAINBIRD R-VANNOZZLES , ADD ADDITIONAL OVERHEAD SPRAYSFOR NEW TURF LIMITS, ASSUME 4 ADDITIONAL

OVERHEAD SPRAYS WITH RAINBRID R-VAN

NOZZLES, ADJUST EXISTING OVERHEAD

IRRIGATION TO ALLOW FOR HEAD TO HEAD
COVERAGE. CONNECT NEW LATERAL TO
EXISTING.
02 LD-2
LD-2
03 ADD ALTERNATE #1:

CUT AND CAP EXISTING
IRRIGATION LATERAL LINE.

REMOVE APPROXIMATELY
72 LINEAR FEET OF

EXISTING LATERAL LINE
ABOVE GRADE.

NOTE:

1. PARK STANDARD DETAILS: THE CITY OF ROSEVILLE STANDARD

DETAILS ARE SHOWN FOR REFERENCE ONLY, CONTRACTORMUST COMPLY TO THE MOST CURRENT VERSION OF THE PARKS

STANDARD DETAILS

APPROXIMATE LIMITS OF WORK, REVIEW
LIMIT IN FIELD PRIOR TO START OF WORK.
23 18

VERIFY SCALE

CITY OF ROSEVILLE CALIFORNIA
www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366
1916
IR-2 VERNON ST/ATLANTIC ST MULTIMODAL SAFETY IMPROVEMENT PROJECT

IRRIGATION PLAN

I AGREE TO COMPLY WITH THE CRITERIA OF THE WATER EFFICIENT

LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPEDOCUMENTATION PACKAGE

MELISSA RUTH

SIGNATURE

WATER EFFICIENT LANDSCAPE WORKSHEET
IRRIGATION SCHEDULENOTES:

1. WATERING WINDOW: THIS IRRIGATION SCHEDULE IS BASED ON AN 8 HOUR WATERING WINDOW WITH 5 DAYS OF OPERATION PER WEEK. OVERHEAD IRRIGATION SHALL BE SCHEDULED BETWEEN 8:00 PM AND 10:00 AM.

2. VALVE OPERATION: THIS SCHEDULE IS NOT A "STACKING" SCHEDULE, AND DOES NOT OUTLINE WHICH VALVES SHOULD RUN AT THE SAME TIME. ALL PROGRAMMING AND STACKING SHALL BE WITHIN THE LIMITS OF THE AVAILABLE WATER PRESSURE.

3. SCHEDULE ADJUSTMENTS: DUE TO VARIABLE AND UNFORESEEN SITE CONDITIONS, THE IRRIGATION SYSTEM RUN TIMES MAY NEED TO BE ADJUSTED TO ENSURE THAT PROPER MOISTURE IS MAINTAINED IN THE LANDSCAPE.

4. PLANT ESTABLISHMENT PERIOD: CONTRACTOR SHALL PROVIDE THE IRRIGATION SCHEDULE DURING THE PLANT ESTABLISHMENT PERIOD. INCREASE THE OPERATION RUN TIME BY AT LEAST 20% AND DAYS OF OPERATION BY AT LEAST ONE DAY PER WEEK.

PROJECT INFORMATION
H. PROJECT CONTACTS:

OWNER:CITY OF ROSEVILLE
311 VERNON ST. ROSEVILLE, CA 95678
PHONE: (916) 774-5200
LANDSCAPE ARCHITECT:

CALLANDER ASSOCIATESMELISSA RUTH
12150 TRIBUTARY POINT DRIVE, SUITE 140
GOLD RIVER, CA 95670
PHONE: (916) 985-4366FAX: (916) 985-4391
*CONTRACTOR SHALL FURNISH UPON PROJECT COMPLETION.
#OWNER/OWNER'S REPRESENTATIVE SHALL FURNISH UPON PROJECT COMPLETION. +CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF IRRIGATION AUDIT BY THE LOCAL AGENCY, OR A THIRD PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR. LANDSCAPE AUDITS SHALL NOT BE CONDUCTED BY THE PERSON WHO DESIGNED THE LANDSCAPE OR INSTALLED THE LANDSCAPE. CONTRACTOR IS RESPONSIBLE TO PAY FOR ALL ASSOCIATED FEES.

1. MWELO CODES AND REFERENCES: A COPY OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO) DOCUMENT CAN BE FOUND AT WATER.CA.GOV. REFER TO MWELO SECTION 492.9 FOR CERTIFICATE OF COMPLETION

REQUIREMENTS AND APPENDIX C FOR SAMPLE OF CERTIFICATE OF COMPLETION AND CERTIFICATE OF INSTALLATION FORM.

2. IRRIGATION PLAN CONTROLLER COPY: THE CONTRACTOR SHALL PLACE A LAMINATED 11X17 COPY OF THE IRRIGATION PLAN SHOWING THE HYDROZONES WITHIN THE IRRIGATION CONTROLLER(S) CABINET FOR FUTURE MANAGEMENT USE.

LANDSCAPE DOCUMENTATION NOTES

1. PROJECT INFORMATION

2. WATER EFFICIENT LANDSCAPE WORKSHEET

3. *SOIL MANAGEMENT REPORT

4. LANDSCAPE DESIGN PLAN (SEE SHEET PL-1)

5. IRRIGATION DESIGN PLAN (SEE SHEET IR-1)

6. GRADING DESIGN (SEE CIVIL PLANS)

7. #CERTIFICATE OF COMPLETION

8. *CERTIFICATE OF INSTALLATION

9. IRRIGATION SCHEDULE

10. *MAINTENANCE SCHEDULE11. +*LANDSCAPE IRRIGATION AUDIT C. PROJECT ADDRESS: VERNON ST & JEFFERSON ST TO ALMOND ST D. TOTAL LANDSCAPE AREA: SEE WATER EFFICIENT LANDSCAPE WORKSHEETE. PROJECT TYPE: PUBLIC G. LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST:

A. DATE: SEE TITLE BLOCK
B. PROJECT APPLICANT: CITY OF ROSEVILLE

VERIFY WITH CLIENT IF CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF AUDIT F. WATER SUPPLY TYPE: POTABLE

REMOVE ASTERISK OR HASHTAG AND

ADD CHECKMARK IF PROVIDED BY

CALLANDER DURING DESIGN PROCESS

1. SPECIFICATIONS: SEE IRRIGATION SPECIFICATIONS FOR ADDITIONAL INFORMATION.

2. POINT OF CONNECTION: CONNECT NEW MAINLINE TO EXISTING IRRIGATION SYSTEM.

3. UTILITIES: CONTRACTOR SHALL VERIFY LOCATION OF ALL ON-SITE UTILITIES.

RESTORATION OF DAMAGED UTILITIES SHALL BE MADE AT THE CONTRACTOR'SEXPENSE TO THE SATISFACTION OF THE OWNER.

4. SCHEMATIC: SYSTEM FEATURES ARE SHOWN SCHEMATICALLY FOR GRAPHIC CLARITY. INSTALL ALL PIPING AND VALVES IN COMMON TRENCHES WHERE FEASIBLE AND INSIDE PLANTING AREAS WHENEVER POSSIBLE. ALL VALVES SHALL BE LOCATED IN GROUNDCOVER OR SHRUB AREAS WHENEVER POSSIBLE.

5. CODES: IRRIGATION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL CODES AND MANUFACTURER'S SPECIFICATIONS. NOTIFY LANDSCAPE ARCHITECT BY TELEPHONE AND IN WRITING OF ANY CONFLICTS PRIOR TO INSTALLATION.

6. SLEEVING: CONTRACTOR SHALL SIZE ALL SLEEVES TO BE A MINIMUM TWO TIMES THE SIZE OF THE INTERIOR PIPE. SLEEVES SHALL BE INSTALLED AT THE NECESSARY DEPTHS PRIOR TO PAVEMENT CONSTRUCTION. SLEEVING SHALL EXTEND 1'-0" FROM EDGE OFPAVEMENT INTO LAWN OR PLANTING AREA, AND SHALL HAVE ENDS CLEARLY MARKED ABOVE GRADE.

7. MAINTAINING EXISTING IRRIGATION: SHOULD THE EXISTING MAINLINE BREAK OR BE

SHUT OFF FOR ANY REASON DURING THE COURSE OF CONSTRUCTION THE

CONTRACTOR SHALL HAND WATER ALL TREES, SHRUBS, TURF, AND GROUNDCOVER THAT THE EXISTING IRRIGATION SYSTEM WATERS. THE CONTRACTOR SHALL CONTINUE TO DO SO UNTIL THE IRRIGATION SYSTEM IS OPERABLE.

8. EXISTING IRRIGATION INFORMATION: EXISTING IRRIGATION PLANS WERE MADE

AVAILABLE TO THE LANDSCAPE ARCHITECT AND IS SHOWN ON THESE PLANS HALF TONE. LANDSCAPE ARCHITECT SHALL NOT BE HELD LIABLE FOR CHANGES, INACCURACIES, OMISSIONS, OR OTHER ERRORS ON THESE DOCUMENTS. THISINFORMATION IS PROVIDED AS AN AID ONLY AND THE CONTRACTOR SHALL BE RESPONSIBLE VERIFYING IN THE FIELD. FOR REFERENCE, THE FOLLOWING RECORD DRAWINGS WERE PROVIDED: VERNON STREET IMPROVEMENT PROJECT, 900 BLOCK, SHEET L1.9, 6/8/01.

9. IRRIGATION EQUIPMENT: IN ADDITION TO EQUIPMENT SPECIFICALLY NOTED ON THE

PLANS, REMOVAL OF ALL VISIBLE EXISTING IRRIGATION EQUIPMENT AND ANY

BELOW-GRADE COMPONENTS THAT WOULD INTERFERE WITH THE WORK IN DURING TRENCHING AND/OR ROUGH GRADING.

10. MAINLINE FLUSH: ALL MAINLINES SHALL BE FLUSHED PRIOR TO INSTALLATION.

11. WIRE SPLICING: ALL WIRE SPLICING SHALL BE DONE IN VALVE BOXES PER SPECS.

12. PUBLIC RIGHT OF WAY: ALL WORK PERFORMED WITHIN THE PUBLIC-RIGHT-OF-WAYS SHALL COMPLY WITH ALL APPLICABLE CITY REQUIREMENTS AND SPECIFICATIONS.

13. IRRIGATION CROSSINGS: EXISTING CROSSOVERS SHOWN IN APPROXIMATE LOCATION BASED ON AS BUILD DRAWINGS. CONTRACTOR TO VERIFY IN FIELD.

14. IRRIGATION MAINLINE LOCATION: PRIOR TO START OF CONSTRUCTION,

CONTRACTOR SHALL LOCATE AND FLAG EXISTING MAINLINE LOCATION IN FIELD FOR REVIEW BY LANDSCAPE ARCHITECT AND CITY CONSTRUCTION MANAGER.

15. PARK STANDARD DETAILS: THE CITY OF ROSEVILLE STANDARD DETAILS ARE SHOWN

FOR REFERENCE ONLY, CONTRACTOR MUST COMPLY TO THE MOST CURRENT

VERSION OF THE PARKS STANDARD DETAILS

IRRIGATION NOTES
NOTE: REFER TO MOST CURRENT CITY OF ROSEVILLE PARKS, RECREATION

AND LIBRARIES STANDARD DETAILS AND SPECIFICATIONS
EXISTING 2" SCH 40 MAINLINE
SCH 40 ELBOW, 90 DEGREE
SCH 40 MAINLINE, SIZE PER PLANS
SCH 40 TEE
SCH 40 TEE
01 CONNECTION TO EXISTING MAINLINE
IR-2 N.T.S.
23 19
LB
LB
L
B
L
B
L
B
LB

BRITTAIN ST

VERNON ST

ATLANTIC
ST
ALMOND
ST
SHRUBS

DIA REV DIANELLOM CON LOMAN

ROS NOA ROSA X

TEU CHA TEUCRITUL VIO TULBAG
TEU CHA 5
DIA REV 3
6 TEU CHA
ROS NOA 5
TEU CHA 4
DIA REV 4
5 ROS NOA
4 DIA REV
TUL VIO 17
DIA REV 4
7 ROS NOA
DIA REV 3
5 TEU CHA
20 TUL VIO
5 TEU CHA
13 TUL VIO
TUL VIO 38
TEU CHA 5
DIA REV 3
ROS NOA 5 3 DIA REV
5 TEU CHA
ROS NOA 24
5 DIA REV
TEU CHA 5
5 TEU CHA
3 CHI RET
6 ACE BUE
4 ROS NOA
DIA REV 6
3 CHI RET
ROS NOA 38
DIA REV 5
TEU CHA 8
ROS NOA 24
BL
L
B
L
B
L
B

VERNON ST

JEFFERSON ST

FOLSOM RD

WALNUT ST
ROS NOA 11
28 TEU CHA

TUL VIO
TEU CHA 6
TUL VIO 8
DIA REV 9 TEU CHA 9
18 DIA REV
DIA REV 21
ROS NOA 8
LOM CON 3
11 ROS NOA
7 LOM CON
ROS NOA 5

VERIFY SCALE

CITY OF ROSEVILLE CALIFORNIA
www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366

MATCHLINE, SEE BELOW LEFT
1917
PL-1 VERNON ST/ATLANTIC ST MULTIMODAL SAFETY IMPROVEMENT PROJECT

PLANTING PLAN
NORTH 0 20 feet
1" = 20'
40 FOR LEGEND AND NOTES SEE SHEET PL-2
MATCHLINE, SEE ABOVE RIGHT NORTH 0 20 feet 1" = 20' 40
ADD ALTERNATE #1:

INSTALL MULCH ONLY IN

PLANTING AREA
NOTE:

1. PARK STANDARD DETAILS: THE CITY OF ROSEVILLE STANDARD

DETAILS ARE SHOWN FOR REFERENCE ONLY, CONTRACTOR

MUST COMPLY TO THE MOST CURRENT VERSION OF THE PARKS

STANDARD DETAILS

APPROXIMATE LIMITS OF WORK, REVIEW LIMITS IN

FIELD PRIOR TO START OF WORK, PROVIDE CLEAN

STRAIGHT TRANSITION TO EXISTING TURF
23 20

CODE BOTANICAL / COMMON NAME SIZE WATER USE
TREESACE BUE ACER BUERGERIANUM / TRIDENT MAPLE 15 GAL M CHI RET CHIONANTHUS RETUSUS / CHINESE FRINGE TREE 15 GAL M

CODE BOTANICAL / COMMON NAME SIZE WATER USE SPACING
SHRUBS
DIA REV DIANELLA REVOLUTA 'LITTLE REV' / 'LITTLE REV' FLAX LILY 1 GAL L 24" o.c.

LOM CON LOMANDRA CONFERTIFOLIA 'POM POM' / SHORTY MAT RUSH 1 GAL L 48" o.c.

ROS NOA ROSA X 'NOATRAUM' / FLOWER CARPET® PINK ROSE 1 GAL L 36" o.c.

TEU CHA TEUCRIUM CHAMAEDRYS / GERMANDER 1 GAL L 24" o.c.TUL VIO TULBAGHIA VIOLACEA 'SILVER LACE' / SILVER LACE SOCIETY GARLIC 1 GAL L 12" o.c.

PLANT SCHEDULE

VERIFY SCALE

CITY OF ROSEVILLE CALIFORNIA
www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366
1918
PL-2 VERNON ST/ATLANTIC ST MULTIMODAL SAFETY IMPROVEMENT PROJECT

PLANTING PLAN

1. EXISTING PLANT MATERIAL: PROTECT ALL EXISTING PLANT MATERIAL TO REMAIN. CONTRACTOR TO REPLACE

ANY DAMAGED PLANT MATERIAL INCURRED AS A DIRECT RESULT OF THIS CONTRACT AT NO ADDITIONAL COST TO OWNER.

2. QUANTITIES: THE QUANTITIES SHOWN ON THE LABELS ARE NOT TO BE CONSTRUED AS THE COMPLETE AND ACCURATE LIMITS OF THE CONTRACT. FURNISH AND INSTALL ALL PLANTS SHOWN SCHEMATICALLY ON THE DRAWINGS.

3. TOPSOIL: ALL PLANTING AREAS ELEVATED ABOVE ORIGINAL GRADE AND/OR PREVIOUSLY COVERED BY

PAVING SHALL RECEIVE A ONE FOOT LAYER OF IMPORT TOP SOIL AND A TWO FOOT LAYER OF IMPORT TOPSOIL AT TREE PLANTING, PER SPECIFICATIONS. ALL TOPSOIL SHALL BE AMENDED, PER SPECS.

4. SOILS TESTING: SEE SPECIFICATIONS FOR TESTING OF TOPSOIL AND AMENDMENTS. IN ADDITION,

CONTRACTOR SHALL SUBMIT A FIVE GALLON SAMPLE OF IMPORT TOPSOIL AND NATIVE TOPSOIL FROM ANY AREAS PREVIOUSLY COVERED BY PAVING, TO WAYPOINT ANALYTICAL IN ANAHEIM, (714) 282-8777, FOR CONFIRMATION TESTING. TESTING REQUIRES FOUR TO FIVE WEEKS. CONTRACTOR SHALL ALLOW SUFFICIENT TIME FOR TESTING PRIOR TO CONSTRUCTION. IF TEST RESULTS INDICATE THAT SOILS FAIL TO MEET THE

SPECIFICATION, OVER EXCAVATING BEYOND SPECIFIED MAY BE REQUIRED, OBTAIN OTHER SOURCES OF IMPORT MATERIAL OR RE-AMEND AS REQUIRED. RETEST AND RESUBMIT UNTIL PASSING RESULTS ARE OBTAINED.

5. TREES IN MEDIANS: NEW TREES PLANTED IN MEDIANS ARE TO BE OFFSET TO AVOID A VISUAL "PICKET FENCE" EFFECT.

6. MULCH IN MEDIANS: INSTALL A UNIFORM 3 INCH COVERING, REGULAR "WALK ON" FIR BARK, MANUFACTURED BY REDI-GRO CORPORATION OR APPROVED EQUAL, PER PARKS STANDARDS IN ALLMEDIANS.

PROVIDE 1'-0" CLEAR ZONE FROM EDGE OF PLANT TO BACK OF CURB. CLEAR ZONE TO BE WALK ON MULCH ONLY PER PARKS STANDARDS, TYPICAL OF ALL BACK OF CURBS.

7. STANDARD SPECIFICATIONS: ALL WORK TO COMPLY WITH THE PARKS CONSTRUCTION STANDARDS LATEST EDITION.

8. PARK STANDARD DETAILS: THE CITY OF ROSEVILLE STANDARD DETAILS ARE SHOWN FOR REFERENCE ONLY,

CONTRACTOR MUST COMPLY TO THE MOST CURRENT VERSION OF THE PARKS STANDARD DETAILS

BARK MULCH ONLY

TURF FROM SOD SHALL BE TALL FESCUE BLEND, PER CITY OF ROSEVILLE PARKS STANDARD

SPECIFICATIONS
ROOT BARRIER: DEEP ROOT CORP. #UB18, CONTACT 415-781-9700 INSTALL FLUSH WITH INSIDE FACE OF CURB OR PAVING IN LOCATIONS INDICATED. SHOWN ON OUTSIDE OF CURB FOR GRAPHIC PURPOSES ONLY.
1 SHRUB PLANTING
PL-2 N.T.S.
2 GROUND COVER PLANTING
PL-2 N.T.S.
3 TREE PLANTING
PL-2 N.T.S.
1 SHRUB PLANTING 2 GROUND COVER PLANTING 3 TREE PLANTING 23 21

VERIFY SCALE

CITY OF ROSEVILLE CALIFORNIA
www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366
#
----
LD-1 VERNON ST/ATLANTIC ST MULTIMODAL SAFETY IMPROVEMENT PROJECT

LANDSCAPE DETAILS
01 VALVE REMOTE CONTROL AT GRADE
LD-1 N.T.S.

VALVE REMOTE CONTROL AT GRADE 02 TREE BUBBLER
LD-1 N.T.S.
03 GATE VALVE 3" AND SMALLER
LD-1 N.T.S.
04 PIPE TRENCH
LD-1 N.T.S.
05 PIPE AT PAVEMENT
LD-1 N.T.S.
06 VALVE DRIP CONTROL
LD-1 N.T.S.
02 TREE BUBBLER
06 VALVE DRIP CONTROL
NOTE:

1. PARK STANDARD DETAILS: THE CITY OF ROSEVILLE STANDARD

DETAILS ARE SHOWN FOR REFERENCE ONLY, CONTRACTOR

MUST COMPLY TO THE MOST CURRENT VERSION OF THE PARKS

STANDARD DETAILS
23 22

VERIFY SCALE

CITY OF ROSEVILLE CALIFORNIA
www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366
#
----
LD-2 VERNON ST/ATLANTIC ST MULTIMODAL SAFETY IMPROVEMENT PROJECT

LANDSCAPE DETAILS
01 DRIP FLUSH VALVE AND OPERATION INDICATOR
LD-2 N.T.S.
02 QUICK COUPLING VALVE
LD-2 N.T.S.
03 POP-UP SPRAY
LD-2 N.T.S.

POP-UP SPRAY

FV TO NEXT PLANTING AREA ON SAME ZONE, WHERE OCCURS PER PLANS OFFSET EMITTER LINE 2-4" FROM

EDGE OF PLANTING AREA

TO NEXT PLANTING AREA ON SAME ZONE,

WHERE OCCURS PER PLANS

DRIP LAYOUT
1" = 1"
PVC DRIP HEADER, TYP.

EDGE OF PLANTING AREA

DRIP REMOTE CONTROL

ZONE KIT

LATERAL LINE
EMITTER LINE, TYP.

FLUSH VALVE, WHERE SHOWN ON PLAN
NOTES:

1. STAKE EMITTER LINE EVERY 4 FEET.

2. LATERAL LINE, FLUSH VALVE AND DRIP REMOTE CONTROL ZONE KIT SHOWN OUTSIDE OF PLANTING ARE FOR GRAPHIC PURPOSES ONLY. LOCATE WITHIN PLANTING AREA

WHERE POSSIBLE

DRIP TUBING LATERAL

CONNECTION
05 LD-2
04 LD-2 P-24-017-20

LATERAL LINE

DRIP TUBING LATERAL CONNECTION
1 1/2" = 1'-0"

EDGE OF PLANTING
AREA
MULCH

FINISH GRADE

EMITTER LINE

DRIP TUBING ELBOW

BLANK DRIP TUBING

ADAPTER

PVC DRIP HEADER
PVC SCHEDULE 40 TEE
OR 90° ELL
P-CLA-15-28.dwg
05 LD-2
NOTE:

1. PARK STANDARD DETAILS: THE CITY OF ROSEVILLE STANDARD

DETAILS ARE SHOWN FOR REFERENCE ONLY, CONTRACTOR

MUST COMPLY TO THE MOST CURRENT VERSION OF THE PARKS

STANDARD DETAILS
01 DRIP FLUSH VALVE AND OPERATION INDICATOR
23 23
Streets & Bridges
Project Manual
Name of project:

Vernon Street/AtlanƟc Street MulƟmodal Safety
Improvement Project
Department:

Public Works—Engineering

[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024]

TABLE OF CONTENTS
Pagination Notation
Notice to Contractors NTC
Instructions to Bidders INT
Proposal PROP
Insurance Broker Information Packet INS
Standard Construction Specifications SCS
Assembly Bill No. 626 AB 626
Special Provisions (if applicable) SP
Construction Details CD

NOTICE TO CONTRACTORS
NTC - 1
[B:\Public Works\CIP\1_Current Projects\Vernon-Atlantic Multimodal Safety Improvement Project\06 - Design\100% PS&E - Final\Project Manual\notice to contractors streets & bridges.docx; 3/24/2025]

CITY OF ROSEVILLE

DEPARTMENT OF PUBLIC WORKS
Name of Project: VERNON STREET/ATLANTIC STREET MULTIMODAL SAFETY

IMPROVEMENT PROJECT

NOTICE TO CONTRACTORS
NOTICE IS HEREBY GIVEN THAT sealed Proposal will be received at the Office of the City Clerk, 311 Vernon Street, Roseville, California, until ___________________________ at 3:00 p.m. Late proposals will be rejected. No exceptions.

The Proposals will be publicly opened and read by the City Clerk or designee of the City of Roseville at 3:05 p.m. on _____________________, 20__ at the Office of the City Clerk located at 311 Vernon Street, Roseville California for the following project: VERNON STREET/ATLANTIC STREET MULTIMODAL SAFETY IMPROVEMENT PROJECT.

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

A Project Manual, including all Contract Documents and the Proposal forms for bidding this project, may be obtained on-line from the City of Roseville’s website at https://www.roseville.ca.us/business/procurement_services/bids_rfps. All communications relative to this project shall be conducted through Public Purchase.

Bids shall be submitted on the City’s Proposal Forms included in the Project Manual, plainly endorsed with the Bidder’s name together with signed acknowledgement of any and all addenda. Proposal Forms shall be securely sealed in a suitable envelope marked with the name NTC - 2
[B:\Public Works\CIP\1_Current Projects\Vernon-Atlantic Multimodal Safety Improvement Project\06 - Design\100% PS&E - Final\Project Manual\notice to contractors streets & bridges.docx; 3/24/2025] and address of the Bidder, and marked in capital letters on the front and back of the envelope as follows:

VERNON STREET/ATLANTIC STREET MULTIMODAL SAFETY

IMPROVEMENT PROJECT
(Name of Bidder)
(Address of Bidder)
Whether mailed or personally delivered, all bids shall be addressed to the City of Roseville, Office of the City Clerk, 311 Vernon Street, Roseville, California, 95678.

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

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

Any bid may be withdrawn at any time prior to the time fixed in the public notice for the deadline submission of bids only by written request for the withdrawal of the bid filed with the City Clerk. The request shall be executed by the Bidder or his or her duly authorized representative. The withdrawal of a bid does not prejudice the right of the Bidder to file a new NTC - 3
[B:\Public Works\CIP\1_Current Projects\Vernon-Atlantic Multimodal Safety Improvement Project\06 - Design\100% PS&E - Final\Project Manual\notice to contractors streets & bridges.docx; 3/24/2025] bid by the submission deadline. Whether or not bids are opened exactly at the time fixed in the public notice for opening bids, a bid will not be received after the deadline submission of bids nor may any bid be withdrawn after the time fixed in the public notice for deadline for submission of bids. Immediately following the deadline for submission of bids all bids shall become the property of the City of Roseville and the City is under no obligation to return bids.

Bids will be examined and reported to the City Council within sixty (60) business days after the bid opening. Except as permitted by applicable law, no Bidder may withdraw its bid for a period of sixty (60) business days after the date of bid opening. Each Bidder will be notified of any award of the Contract by the City.

The City will affirmatively ensure non-discrimination on the basis of one or more of the following: race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, age, sexual orientation, or military and veteran status in the award and administration of contracts that it awards.

Pursuant to Public Contract Code Section 22300, the successful Bidder may submit certain securities in lieu of the City withholding retention of payments during the Project.

The City has determined that the Contractor shall possess a valid CLASS A, GENERAL ENGINEERING Contractor's license at the time that the bid is submitted, as well as any other license classification as may be required by the laws of the California for the performance of the work specified in the Contract Documents. Said license shall be maintained during the Contract period. Failure to possess the specified license shall render the bid nonresponsive and will act as a bar to the award of the Contract to any Bidder not possessing such a license at the time of bid submittal. The Contractor shall provide certification of the license, its number and the expiration date on the proposal form.

NTC - 4
[B:\Public Works\CIP\1_Current Projects\Vernon-Atlantic Multimodal Safety Improvement Project\06 - Design\100% PS&E - Final\Project Manual\notice to contractors streets & bridges.docx; 3/24/2025] The work is to be done in Placer County. Pursuant to California Labor Code Section 1773, the City has ascertained the General Prevailing Rate of Wages in the County in which the work is to be done to be as determined by the Director of Industrial Relations of the State of California. The Contractor is hereby made aware that information regarding prevailing wage rates may be obtained from the State Department of Industrial Relations and/or the following website address: http://www.dir.ca.gov/dlsr/DPreWageDetermination.htm. The Contractor is required to post a copy of the applicable wage rates at the job site. Attention is directed to Section 7 “Legal Relations and Responsibility” of the Standard Construction Specifications.

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

All questions prior to the deadline for bid submissions shall be directed to the attention of KAREN VENCES via PUBLIC PURCHASE. The deadline for submissions of questions and NTC - 5
[B:\Public Works\CIP\1_Current Projects\Vernon-Atlantic Multimodal Safety Improvement Project\06 - Design\100% PS&E - Final\Project Manual\notice to contractors streets & bridges.docx; 3/24/2025] clarifications regarding the Contract Documents is _______ calendar days before the deadline for bid submissions. Only Addenda issued by the City are binding. ___________________________________
City Clerk, City of Roseville
Dated: _____________________________
Published: ________________________

INSTRUCTIONS TO BIDDERS
INT - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024]

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

The submission of a bid shall be conclusive evidence that the Bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and scope of Work to be performed, the quantities of materials to be furnished, and as to the requirements of all the Contract Documents.
1-1.03 EXISTING INFORMATION. Where the Department has made investigations of site conditions, including subsurface conditions in areas where Work is to be performed under the Contract, such investigations are made only for the purpose of study and design. City does not represent that such conditions as found in these investigations or inferences or conclusions drawn as a result of these investigations will represent actual site INT - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] conditions and hereby disclaims any liability as a result of Contractor’s or Bidder’s reliance on such investigations. City will presume that all Bidders have conducted their own site investigations, including investigations of subsurface conditions. Where such investigations have been made, Bidders or Contractors may, upon written request, inspect the records of the Department as to such investigations subject to the conditions set forth in these Instructions to Bidders. Such inspection of records may be made only at the location noted above. The records of such investigations are not a part of the Contract Documents and are shown solely for the convenience of the Bidder or Contractor. The City assumes no responsibility whatsoever with respect to the sufficiency or accuracy of the investigations made, the records thereof, or of the interpretations set forth therein or made by the City in its use thereof. The City makes no warranty or guarantee, either express or implied, that the conditions indicated by such investigations or records are representative of those existing throughout such areas, or any part thereof, or that unforeseen developments may not occur, or that materials other than, or in proportions different from those indicated, may not be encountered.

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

INT - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] SECTION 2: BID REQUIREMENTS
2-1.01 PROPOSAL FORMS. The Department will furnish to each Bidder standard Proposal Forms, which, when filled out and executed may be submitted as the bid.

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

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

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

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

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

If the Bidder is a partnership, the true name of the firm shall be set forth, the names and addresses of all partners shall be given and the Proposal shall be signed by a partner in the firm authorized to sign contracts on behalf of the partnership. If the Bidder is a joint venture, the Proposal shall be signed on behalf of each participating company by officers or other individuals who have the full and proper authorization to do so. If the Proposal is signed by an agent of the Bidder other than an officer of a corporation or a member of a partnership, a notarized Power of INT - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] Attorney must be on file with the City prior to opening of bids or must be submitted with the Proposal. If requested by the City, the Bidder shall promptly submit evidence satisfactory to the City of the authority of the person signing the Proposal. 2-1.02 SUBMISSION OF BIDS. Bids must be submitted at the prescribed time and location specified in the Notice to Contractors. Any submission received after the prescribed time shall be rejected, regardless of whether or not bids are opened exactly at the prescribed time.

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

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

INT - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] 2-1.04 CONTRACTOR’S LICENSING LAWS. Attention is directed to the provisions of Business and Professions Code Chapter 9 of Division 3 concerning the licensing of Contractors.

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

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

Bidders shall submit a properly completed and executed “Noncollusion Declaration” in the form required by Public Contract Code Section 7106 and provided with the Proposal (PROP11). 2-1.06 DISQUALIFICATION, REMOVAL OR OTHER PREVENTION OF BIDDING. A bid may be rejected on the basis of a Bidder, any officer of such Bidder, or any INT - 6
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] employee of such Bidder who has a proprietary interest in such Bidder, having been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local project because of a violation of law or a safety regulation.
2-1.07 PROPOSAL GUARANTY. All bids shall be accompanied by one of the following forms of Bidder's security: Cash, a cashier's check, a certified check, or a Bidder's bond executed by an admitted California surety insurer, made payable to the City of Roseville, or any other form of security deemed acceptable by the City Attorney. The security shall be in an amount equal to at least ten percent (10%) of the amount bid. A bid will not be considered unless one of the form of Bidder's security is enclosed with it.

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

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

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

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

INT - 7
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] The prices included within the Schedule of Bid Prices shall include all costs for labor, materials, tools, equipment, services, Subcontractors, suppliers, taxes, insurance, shipment, delivery, overhead, profit, and all other costs necessary to perform the Work in accordance with the Contract Documents.

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

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

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

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

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

The City reserves the right to delete any bid item in its entirety and/or significantly reduce the quantity of Work under a bid item. The City makes no representation that any Work INT - 8
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] under a bid item will be performed during the course of the Project or that the Work will be performed at the quantities included in the Schedule of Bid Prices. As provided in the Standard Construction Specifications, for any deleted Work, Contractor shall not be entitled to payment of the indirect costs and profit included for said bid item. All bid items shall be considered distinct and severable from the remaining bid items, and each Bidder acts at its peril if its bid is unbalanced.

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

INT - 9
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] 2-1.12 TRENCHING AND EXCAVATION WORK. In accordance with the provisions of California Labor Code Section 6707, if the Work involves construction of a pipeline, sewer, sewage disposal system, boring or jacking pits, or similar trenches or open excavations, which are five feet (5') or deeper, each bid submitted shall contain, as a bid item, adequate sheeting, shoring, and bracing, or equivalent method, for the protection of life or limb, which shall conform to all applicable safety orders.

INT - 10
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] SECTION 3: EVALUATION OF BIDS
3-1.01 BID EVALUATION PROCESS. Bids will be evaluated to determine the apparent low Bidder. The apparent low Bidder will be determined on the basis of the Grand Total Bid Price, as shown in the Schedule of Bid Prices. If additive or deductive alternates are used in the Schedule of Bid Prices, the apparent low Bidder will be the Bidder with the lowest total of the bid prices for base contract items plus the alternates designated by the City as those that will be used for determining the lowest bid price. However, the City reserves the right to (1) not award any alternates or (2) award any combination of alternates.

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

INT - 11
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] 3-1.03 COMPETITIVE BIDDING. If more than one proposal is offered by any individual, firm, partnership, corporation, association, or any combination thereof, under the same or different names, all such proposals may be rejected. A party who has quoted prices on materials or Work to a Bidder is not thereby disqualified from quoting prices to other Bidders, or from submitting a bid directly for the materials or Work.

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

INT - 12
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] SECTION 4: AWARD AND EXECUTION OF CONTRACT
4-1.01 AWARD OF CONTRACT. The City reserves the right to reject any and all proposals and to award (or not award) any combination of bid items at its option. Any such award will be to the lowest responsible Bidder whose proposal complies with the requirements prescribed for the bid items awarded. Such award, if made, will be made within sixty (60) business days after the opening of the proposals. If the lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the second lowest responsible Bidder. Such award, if made, will be made within eighty-two (82) business days after the opening of proposals. If the second lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the third lowest responsible Bidder. Such award, if made, will be made within one hundred four (104) business days after the opening of the proposals. The above time periods within which the award of Contract may be made are subject to extension for such further period as may be agreed upon in writing between the City and the Bidder concerned.
4-1.02 RETURN OF BIDDER’S SECURITIES. Within ten (10) Days after the award of the Contract, the City Clerk will return all Bidders' securities, other than Bidders' bonds, accompanying the proposals that are not to be further considered in making the award.

Retained Bidders' securities will be held until the Contract has been fully executed, after which all Bidders' securities, except Bidders' bonds and any Bidders' securities that have been forfeited, will be returned.

INT - 13
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] 4-1.03 CONTRACT BONDS. The successful Bidder shall furnish two (2) bonds in the form contained in the section entitled Insurance Broker Information Packet and Bonds. One (1) bond shall secure the payment of the claims of laborers, mechanics or materialmen employed on the Work under the Contract, and the other bond shall guarantee the faithful performance of the Contract.

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

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

Furthermore, the successful Bidder shall furnish a certificate from the County Clerk as required by California Civil Code of Procedure Section 995.660(a)(3). 4-1.04 INSURANCE. At the time of the execution of the Contract, the Contractor shall, at its own expense, procure, and at all times during the prosecution of the Work maintain in full force and effect Worker's Compensation Insurance, and Liability Insurance as specified in the Standard Construction Specifications. The Contractor shall provide a Certificate of Insurance in the form contained in the section entitled Insurance Broker Information Packet. 4-1.05 EXECUTION OF CONTRACT. The Contract shall be signed by the successful Bidder and returned, together with all the required Contract bonds and insurance INT - 14
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] certificates, within fifteen (15) Days after the Contract has been awarded, or as otherwise directed, in writing, by the City.

If the Bidder is an individual, the Contract shall be executed personally by the Bidder. If the Bidder is a partnership, it is desirable that the Contract be executed by all of the partners, but it may be executed by one of them. If the Bidder is a corporation, it must be executed by two officers of the corporation consisting of (1) the chairman of the board, president or vice president; and (2) the secretary, assistant secretary, chief financial officer, treasurer or assistant treasurer, or by a person authorized by the corporation to execute written contracts on its behalf, and the corporate seal affixed thereto. In the alternative, a person other than an officer may sign the Contract, provided evidence satisfactory to the City is provided indicating the individual’s authority to bind the corporation. If the corporate seal is not affixed to the Contract, or if it is executed by a person other than officers, or only by one officer, there must be attached to the Contract a certified copy of a resolution of the corporation authorizing such officer or person to execute written contracts for and on behalf of the corporation. If the Bidder is a joint venture, the Contract must be executed on behalf of each participating firm by officers or other individuals who have the full and proper authorization to do so. 4-1.06 FAILURE TO EXECUTE CONTRACT. Failure of the lowest responsible Bidder, the second lowest responsible Bidder, or the third lowest responsible Bidder to execute the Contract and file acceptable bonds and insurance as provided within fifteen (15) Days after the Contract has been awarded, or as otherwise directed, in writing, by the City, shall be just cause for annulment of the award and forfeiture of the Bidder's security. The successful Bidder may file with the City Clerk a written notice, signed by the Bidder or Bidder's authorized representative, specifying that the Bidder will refuse to execute the Contract if presented to INT - 15
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] Bidder. The filing of such notice shall have the same force and effect as the failure of the Bidder to execute the Contract and furnish acceptable bonds within the time prescribed.

INT - 16
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] SECTION 5: BID PROTEST PROCEDURES
5-1.01 POLICY/PROCEDURES. It is the policy of the City to consider fully and adjudicate promptly protests filed by prospective Bidders relating to the City’s bidding procedure or award of the Contract. Protests shall be filed and processed in accordance with Section 4.12.150 of the Roseville Municipal Code. A Bidder’s failure to follow the bid protest procedures may result in rejection of the protest by the City.

PROPOSAL
PROP - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] PROPOSAL TO THE DEPARTMENT OF ________________________
Project:_______________________________________
Name of Bidder _________________________________ Business Phone ________________ Business Address _______________________________________________________________ Place of Business _______________________________________________________________ Contractor’s License No. ______________________________________ License Expiration Date_______________________________________ License Classification Type __________________________________________ DIR Registration No. _________________________________________ Type of business organization:
*If a Corporation, incorporated under the laws of the State of:

The undersigned Bidder herewith submits this Proposal and binds itself on award by the City of Roseville under this bid to execute a Contract in accordance with its bid and the Contract Documents.

The Notice to Contractors, Instructions to Bidders, Form of Agreement, Standard Specifications, Standard Construction Specifications, Supplemental Conditions, Contract Drawings, and Addenda, if any, are made part of this bid and all provisions thereof are hereby accepted, and all representations and warranties are required thereby are hereby affirmed.

The work to be done is described in the Bidding Documents entitled _______________ ____________________________________________________, City of Roseville, California.

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

PROP - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] The undersigned Bidder understands that any clarification made to the above or any new and different conditions or information submitted on or with its Proposal, other than that requested, may render the bid non-responsive.

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

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

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

The prices included within the Schedule of Bid Items include all costs for labor, materials, tools, equipment, services, Subcontractors, suppliers, taxes, insurance, shipment, PROP - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] delivery, overhead, profit, and for all other costs necessary to perform the Work in accordance with the Contract Documents.

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

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

The undersigned certify that we are partners in the business named above and that we sign this bid with the full authority to do so:
____________________________________________________________________________ ____________________________________________________________________________ PROP - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] If CORPORATION, execute here:

Corporate Name: _______________________________________ Incorporated under the laws of the State of ____________________________________ The undersigned certify that they sign this bid with the full and proper authorization so to do:

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

Joint Venture name composed of:

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

Signature of Authorized Official*
Title
Typewritten or Printed Name
Signature of Authorized Official*
Title
Typewritten or Printed Name
*If Bidder is a partnership or Joint Venture, give the full names of all partners and/or Joint Ventures in the space provided (use additional sheet if required). If Bidder is a corporation, two signatures are required as follows: (1) the Chairman, President, or Vice-President and (2) the Secretary, Assistant Secretary, Chief Financial Officer, Treasurer, or Assistant Treasurer. In the alternative, this Agreement may be executed by a single officer or a person other than an officer provided that evidence satisfactory to City is provided demonstrating that such individual is PROP - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] authorized to bind the corporation (example, a copy of a certified resolution from the corporation’s board or a copy of the corporation’s bylaws). [LIST OF SUBCONTRACTORS FOLLOWS ON NEXT PAGE.]
PROP - 6
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024]

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

PORTION/

TYPE OF
WORK
% OF

CONTRACT
SUBCONTRACTOR’S
NAME

CONTRACTOR
LICENSE NO. DIR REG NO. BUSINESS ADDRESS (CITY, STATE)
PROP - 7
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SECURITY FOR COMPENSATION CERTIFICATE
(Required by California Labor Code Section 1861)
TO: City Council
City of Roseville
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this Contract. _________________________________
_________________________________
(Signature of Bidder)
_________________________________
_________________________________
Business Address
_________________________________
Telephone
PROP - 8
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] BIDDER’S BOND
City Council of the City of Roseville
KNOW ALL MEN BY THESE PRESENTS:

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

THE CONDITION OF THIS OBLIGATION IS SUCH,
That whereas the Principal has submitted the above-mentioned Bid to the City Council of the City of Roseville, as aforesaid, for certain construction specifically described as follows, for which Bids are to be opened at the Office of the City Clerk located at 311 Vernon Street, Roseville, California, on ____________________________, 20__ FOR (Copy here the exact title of work as it appears on the Proposal.) PROP - 9
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] NOW, THEREFORE, IF THE AFORESAID PRINCIPAL is awarded the Contract and, within the time and manner required under the Contract Documents, after the prescribed forms are presented for signature, enters into a written Contract, in the prescribed form, in accordance with the Bid, and files all insurance and two (2) Bonds with the Department, one (1) to guarantee Faithful Performance and the other to guarantee Payment for Labor and Materials, as required by law, then this obligation shall be null and void; otherwise, it shall be and remain in full force and effect.

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

VERNON STREET/ATLANTIC STREET MULTIMODAL SAFETY IMPROVEMENT PROJECT CONTRACTOR:_________________________________
ITEM
NO. * ITEM DESCRIPTION

ESTIMATED

QUANTITY UNIT UNIT PRICE SUBTOTAL
1 Mobilization 1 LS
2 Traffic Control 1 LS
3 Water Pollution Control Plan (WPCP) 1 LS
4 Clearing and Grubbing 1 LS
5 Roadway Excavation 1,400 CY
6 Remove Concrete 1,400 SF
7 Remove Drop Inlet 1 EA
8 Remove Sign 11 EA
9 Relocate Sign 2 EA
10 Abandon Storm Drain Pipe 6 LF
11 Adjust Utility Cover to Grade 4 EA
12 Adjust Manhole Lid to Grade 1 EA
13 Landscape Irrigation 1 LS
14 Landscape Planting 1 LS
15 Microsurfacing 11,500 SY
16 Hot Mix Asphalt (1/2" Type A) 1,220 TON
17 Cold Plane Asphalt Concrete 5,000 SY
18 Aggregate Base Class 2 100 CY
19 Minor Concrete - Curb Ramp (Case A) 2 EA
20 Minor Concrete - Curb Ramp (Case C) 1 EA
21 Minor Concrete - Curb Ramp (Case F) 1 EA
22 Minor Concrete - Curb Ramp (Case G) 1 EA
23 Minor Concrete - Curb Ramp Modification 600 SF
24 Minor Concrete - Driveway Type D 1 EA
25 Minor Concrete - Sidewalk 1,000 SF
26 Minor Concrete - Stamped Concrete 1,300 SF
27 Minor Concrete - Type 1 Barrier Curb 900 LF
28 Minor Concrete - Modified Type 1 Barrier Curb 90 LF

SCHEDULE OF BID ITEMS
PROP‐10
(1 0F 3)

VERNON STREET/ATLANTIC STREET MULTIMODAL SAFETY IMPROVEMENT PROJECT CONTRACTOR:_________________________________
ITEM
NO. * ITEM DESCRIPTION

ESTIMATED

QUANTITY UNIT UNIT PRICE SUBTOTAL

SCHEDULE OF BID ITEMS
29 Minor Concrete - Type 2 Barrier Curb 1,000 LF
30 Minor Concrete - Type A1-6 Curb 30 LF
31 Minor Concrete - Mountable Landscape Curb 600 LF
32 Minor Concrete - Mountable Curb 70 LF
33 Minor Concrete - Type 1 Curb & Gutter 10 LF
34 Minor Concrete - Modified Type 2 Curb & Gutter 70 LF 35 Minor Concrete - Valley Gutter 20 LF
36 Minor Concrete - Modified Valley Gutter 50 LF
37 Minor Concrete - Trench Drain 40 LF
38 Detectable Warning Surface 5 EA
39 Roadside Sign & Post 40 EA
40 Rectangular Rapid Flashing Beacon System 1 LS
41 Modify Signal & Lighting Systems 1 LS
42 Drop Inlet Type "C" 1 EA
43 Trench Drain Grate & Frame 40 LF
44 Fixed Bollard 3 EA
45 Thermoplastic Traffic Stripe 5,000 LF
46 Pavement Markings 4,000 SF
47 Pavement Markers 800 EA
48 Type Q Markers (White) 6 EA
TOTAL OF BASE BID ITEMS (1 TO 48)
ADD ALTERNATE: WALNUT ST/FOLSOM RD CURB RAMP
49 Mobilization 1 LS
50 Traffic Control 1 LS
51 Water Pollution Control Plan (WPCP) 1 LS
52 Clearing and Grubbing 1 LS
53 Roadway Excavation 180 CY
PROP‐10
(2 0F 3)

VERNON STREET/ATLANTIC STREET MULTIMODAL SAFETY IMPROVEMENT PROJECT CONTRACTOR:_________________________________
ITEM
NO. * ITEM DESCRIPTION

ESTIMATED

QUANTITY UNIT UNIT PRICE SUBTOTAL

SCHEDULE OF BID ITEMS
54 Remove Concrete 520 SF
55 Remove Sign 1 EA
56 Adjust Water Meter to Grade 1 EA
57 Aggregate Base Class II 15 CY
58 Retaining Wall (Type 6B) 150 LF
59 Retaining Wall (Trench Wall) 70 LF
60 Minor Concrete - Curb Ramp (Case F) 1 EA
61 Minor Concrete - Stairs 80 SF
62 Minor Concrete - Sidewalk 550 SF
63 Minor Concrete - Wet Set Cobble 80 SF
64 Minor Concrete - Type 2 Curb & Gutter 10 LF
65 Minor Concrete - Modified Type 2 Curb & Gutter 40 LF 66 Install Pedestrian Handrails 170 LF
67 Roadside Sign and Post 2 EA
68 Install Under Walk Drain 20 LF
69 Hot Mix Asphalt (1/2" Type A) 3 TON
70 HMA Dike 40 LF
71 Detectable Warning Surface 1 EA
TOTAL OF ADD ALT ITEMS (49 TO 71)
* NOTES:
(F) DENOTES FINAL PAY ITEM
(P) DENOTES PARTIAL PAYMENT
(S) DENOTES SPECIALTY ITEM
NAME & LOCATION OF BLACK ROCK AGGREGATE QUARRY MICRO-SURFACING:

CONTRACTOR'S ACKNOWLEDGEMENT OF BLACK ROCK QUARRY MICRO-SURFACING:

PROP‐10
(3 0F 3)
PROP - 11
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NONCOLLUSION DECLARATION TO BE EXECUTED BY

BIDDER AND SUBMITTED WITH BID
The undersigned declares:

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

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

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

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on _____________________ [date], at _____________________________ [city], ________________ [state]. ____________________________________
(Signature of Declarant)
PROP - 12
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024]

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

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

NAME OF BIDDER: _________________________________________ SIGNATURE OF BIDDER: ____________________________________ TITLE OF BIDDER: _________________________________________ DATE: _____________________________________________________ PROP - 13
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024]

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

NAME OF BIDDER: _________________________________________ SIGNATURE OF BIDDER: ____________________________________ TITLE OF BIDDER: _________________________________________ DATE: _____________________________________________________ PROP - 14
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024]

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

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

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

Print Name Signature

Name of Business/Company/Corporation Date

Address Phone
PROP - 15
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END OF PROPOSAL

AGREEMENT
1 [B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024]

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

WHEREAS, the City Council of the CITY, at a meeting held on the _____day of __________________, 20_____, approved plans and specifications for the ________________ ____________________________________________________________________________ and directed the City Clerk to advertise for sealed proposals for doing said work and providing that bids be submitted on the _____ day of ________________, 20_____; and WHEREAS, the City Clerk, thereafter duly and regularly caused a notice to be published in the manner and for the time prescribed by law; and
WHEREAS, CONTRACTOR, pursuant to the provisions of said notice duly filed a bid with the City Clerk, a true copy of which bid is now on file in the office of the City Clerk, and is hereby referred to and by this reference made a part hereof as fully as if set forth at length herein; and
WHEREAS, all bids received pursuant to said notice were opened and examined and publicly declared at the time specified in said advertisement for bids and at a meeting of the City Council held on the _____ day of ___________________, 20_____, the Council found and 2 [B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] declared the bid of CONTRACTOR to be the lowest responsible bid and thereupon awarded a contract to CONTRACTOR to do the work referred to in the aforementioned specifications.

NOW, THEREFORE, the parties agree as follows:

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

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

3. CONTRACT DOCUMENTS. The complete Agreement between the parties hereto consists of the following documents:
a. The advertisement for bids (including the notice to bidders, instructions to bidders and proposals);
b. The accepted bid;
c. Plans and specifications (including standard construction specifications, special provisions and construction details);
d. Bonds and insurance required by the specifications; and 3 [B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] e. This contract.

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

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

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

5. TIME OF COMPLETION. Time is of the essence of this Agreement.

CONTRACTOR shall complete all Work under the Contract Documents within _____ Days of the date of this Contract. CONTRACTOR shall begin work by the date specified in the “Notice to Proceed” letter and shall diligently prosecute all of the Work under this Contract in all parts and requirements as defined in the Contract Documents.

6. SERVICE OF NOTICE. Any notice required or permitted to be given under this Agreement shall be deemed given when (a) personally delivered to the recipient identified below; (b) mailed by registered or certified mail, return receipt requested, postage pre-paid, to the address specified below; or (c) sent by facsimile, with confirmation of receipt, to the facsimile number identified below.

CITY OF ROSEVILLE CONTRACTOR
______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ 4 [B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] CITY may also act through either its architect or construction manager if CITY expressly gives notice to CONTRACTOR, in writing, that CITY’s designee has authority to act for CITY in a specific capacity.

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

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

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

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

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

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

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

14. CONTRACTORS LICENSE LAW. CONTRACTORS ARE REQUIRED BY LAW TO BE LICENSED AND REGULATED BY THE CONTRACTORS’ STATE LICENSE 5 [B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024]

BOARD WHICH HAS JURISDICTION TO INVESTIGATE COMPLAINTS AGAINST

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

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

BOX 26000, SACRAMENTO, CALIFORNIA 95826.

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

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

BY: ______________________________
its: _______________________________
BY: _______________________________

CARMEN AVALOS
City Clerk
6 [B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] APPROVED AS TO FORM:

BY: _______________________________

MICHELLE SHEIDENBERGER
City Attorney
APPROVED AS TO SUBSTANCE:

BY: _______________________________

JASON SHYKOWSKI
Public Works Director

INSURANCE BROKER INFORMATION
PACKET
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024]

INSURANCE BROKER INFORMATION PACKET
Project:_______________________________________
NOTICE TO CONTRACTOR:

For your convenience, this package contains the Requirements for Insurance and Bonds for this project, including the necessary City forms. You are required to return these forms in addition to the executed Contract within fifteen (15) calendar days after the award of the Bid, unless otherwise directed by City in writing. (See the Instructions to Bidders.) Please insert the dollar amount of your accepted Bid into the blank on page INS-1 and present this entire package to your insurance broker if you are awarded the Bid. [B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024]

TABLE OF CONTENTS
Page
Notice to Insurance Broker INS 1
Insurance Requirements INS 2
Public Works Faithful Performance Bond INS 7
Public Works Payment Bond INS 9
INS - 1
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NOTICE TO INSURANCE BROKER
Your client has been awarded a bid by the City Council of the City of Roseville to perform a public works project known as ___________________________________________.

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

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

Please refer to Special Provisions for modifications of the Standard Construction Specifications, if any, and the requirements of this insurance packet.

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

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

Bonds must be sent to the following staff person:
________________________________
________________________________
________________________________
Insurance documents must be provided using one of the following methods:
a. By email to [email protected] and [email protected] b. By fax to (770) 335-5727 and (916) 774-5461
After using one of these methods, please DO NOT send the insurance certificate(s) by mail.

When forwarding the documents, please refer to the project name so that the documents can be matched with the Contract for which they are submitted.

Thank you.

INS - 2
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INSURANCE REQUIREMENTS
The following sections are quoted from the Standard Construction Specifications:
7-1.06 INSURANCE COVERAGE.

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

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

C. Insurance Required.

1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations with limits of no less than Two Million Dollars ($2,000,000) per occurrence for bodily injury, personal injury and property damage for projects under One Million Dollars ($1,000,000) and INS - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] limits of no less than Five Million Dollars ($5,000,000) per occurrence for bodily injury, personal injury and property damage for projects over One Million Dollars ($1,000,000). If a general aggregate limit applies, either the aggregate limit shall apply separately to this project or the general aggregate limit shall be twice the required occurrence limit.

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

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

INS - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] d. Such insurance shall specifically cover the contractual liability of the Contractor.
e. Any available insurance proceeds in excess of the specified minimum insurance coverage requirements and limits shall be available to the additional insureds. Furthermore, the requirements for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; or (2) the full coverage and maximum limits of any insurance proceeds available to the named insureds, whichever is greater. f. Waiver of subrogation endorsement.
g. The Contractor shall furnish a certificate for the period covered.

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

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

4. Professional Liability: Professional Liability (Errors and Omission) Insurance appropriate to Contractor’s profession, with a limit of liability not less than One Million Dollars ($1,000,000) per occurrence or claim and Two Million Dollars ($2,000,000) aggregate to cover all design and engineering services rendered by Contractor pursuant to the INS - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] Agreement. Coverage must commence from the first day that Contractor or any of its Subcontractors provided any design or engineering services in connection with the Project.

5. Builder’s Risk/Course of Construction Insurance Is ____ OR Is Not ____ Required by Risk Management: The Contractor shall be responsible for all loss, damage or destruction whatsoever to the work called for by this Contract until the approval of a Notice of Completion or acceptance of the Work if no Notice of Completion is to be recorded.

The Contractor shall secure “All Risk” type of builder's Risk Insurance of the type covering one hundred percent (100%) of the value of the work performed under this Contract (the value is presumed to be the Contract amount unless otherwise stated in Supplemental Conditions) and all materials, equipment, or other items to be incorporated therein while the same are located at the construction site, a bonded warehouse, or its place of manufacture. At any time, the policy shall cover the value of the work completed. The policy shall cover hazards including the losses due to fire, explosion, hail, rain, lightning, flood (separate insurance as needed), vandalism, malicious mischief, wind, collapse, aircraft, and smoke.

The policies providing such insurance shall name the City as a loss payee as its respective interests may appear, and certified copies of such policies shall be filed with the City. The maximum deductible allowable under the Builder's All Risk policy shall be five percent (5%) of the Contract amount.

Builder's Risk Insurance is not required for coverage of losses in excess of five percent (5%) of the Contract amount for damages resulting from earthquake in excess of a magnitude of

3.5 on the Richter scale, or tidal waves. Coverage in the amount of five percent (5%) of the Contract amount for such losses is required.

INS - 6
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6. Pollution Coverage: Contractor shall procure pollution liability coverage or other insurance covering claims for bodily injury or property damage arising out of the abatement, removal, storage, transportation, or other exposure to hazardous materials or pollutants, in limits not less than Two Million Dollars ($2,000,000). Contractor shall add the City and all parties required to be indemnified by Contractor as additional insured on all pollution liability policies.

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

8. Claims Made Coverage: Liability insurance coverage may not be written on a “claims made” or modified occurrence basis. The Certificate of Insurance must clearly provide that the coverage is on an “occurrence” basis.
7-1.06A OTHER INSURANCE PROVISIONS.

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

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

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

INS - 7
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] Any self-insurance must be approved in writing by the City, in its sole discretion and shall not reduce the limits of liability. Any deductibles or self-insured retentions (“SIR”) must be declared on the certificate of insurance and approved by City in writing. Policies containing any SIR provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or City. City reserves the right to obtain a full certified copy of any insurance policy and endorsements. The failure to exercise this right shall not constitute a waiver of such right.

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

D. The City, its officers, agents, employees, and volunteers are to be covered as insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. Coverage shall not extend to any indemnity coverage INS - 8
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under California Insurance Code Section 11580.04.

E. The limits of insurance required in this Contract may be satisfied by a combination of primary and excess insurance. Any excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of the City (if agreed to in a written contract) before the City’s own insurance shall be called upon to protect it as a named insured.

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

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

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

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

INS - 9
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] J. THE CITY RESERVES THE RIGHT TO WITHHOLD ANY

PROGRESS PAYMENTS TO THE CONTRACTOR IN THE EVENT OF
NONCOMPLIANCE WITH ANY INSURANCE REQUIREMENTS.
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024]

PUBLIC WORKS

FAITHFUL PERFORMANCE BOND
(Project: ______________________________________________) WHEREAS, the City of Roseville (“CITY”) has awarded a bid and contract to ___________________________________________________________________ as contractor (“PRINCIPAL”) for the public work described as __________________ _________________________________________________ (the “WORK”). The contract (“AGREEMENT”), for the public work described above, and all of its terms and conditions are incorporated by reference and made a part hereof; and WHEREAS, the PRINCIPAL is required to furnish a bond in connection with the AGREEMENT guaranteeing its faithful performance; and
NOW, THEREFORE, we the undersigned PRINCIPAL and _________________ ____________________________, a _______________________________, admitted and duly authorized to transact business under the laws of the State of California, as SURETY (“SURETY”), are held and firmly bound unto the CITY or its successors and assigns in the sum of ____________________________________________________ dollars ($___________________) (which amount is not less than 100% of the AGREEMENT price) to be paid to the CITY or its successors and assigns; and for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns jointly and severally, firmly by these presents.

The condition of this obligation is such that if the PRINCIPAL, or its heirs, executors, administrators, successors or assigns, shall abide by, and in all respects promptly and faithfully perform the covenants, conditions and provisions in said AGREEMENT and any alteration thereof made as therein provided, notice of which alterations to Surety being hereby waived, on its part to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless CITY, its officers, agents, employees, volunteers as therein stipulated, then this obligation shall be null and void; otherwise, this obligation shall be and remain in full force and effect.

As condition precedent to the satisfactory completion of the contract, the obligation of the PRINCIPAL and SURETY under this Bond shall remain in effect for a period of one (1) year after the completion and acceptance of the WORK. During that time, if the PRINCIPAL, its heirs, executors, administrators, successors or assigns fails to make full, complete and satisfactory repair and replacement or totally protect the CITY from any loss or damage made evident during that year which results from or is caused by either defective materials or faulty workmanship in the prosecution of the WORK, then the obligation shall remain in full force and effect. However, anything in Bond No. __________
Premium $_________
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] this paragraph to the contrary notwithstanding, the obligation of the SURETY shall continue so long as any obligation of the PRINCIPAL remains.

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

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

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

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

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

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

As part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by CITY in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. [SIGNATURES NEXT PAGE]
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] IN WITNESS WHEREOF, this instrument has been duly executed by the PRINCIPAL and SURETY above-named, on the ____ day of __________________, 20___.

PRINCIPAL: SURETY:

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

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

BY: ________
City Attorney
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PUBLIC WORKS

LABOR AND MATERIALS PAYMENT BOND
(Project: ______________________________________________) WHEREAS, the City of Roseville (“CITY”), has awarded a bid and contract to ______________________________________________________________________ as contractor (“PRINCIPAL”), for the public work described as ____________________ ________________________________________________ (the “WORK”). The contract (“AGREEMENT”), for the public work described above, and all of its terms and conditions are incorporated by reference and made a part hereof; and WHEREAS, the PRINCIPAL is required to furnish a bond in connection with the AGREEMENT guaranteeing payment of persons who provide labor and material; and NOW, THEREFORE, we the undersigned PRINCIPAL and _________________ ____________________________, a _______________________________, admitted and duly authorized to transact business under the laws of the State of California, as SURETY (“SURETY”), are held and firmly bound unto the CITY or its successors and assigns in the sum of ____________________________________________________ dollars ($___________________) (which amount is not less than 100% of the AGREEMENT price) to be paid to the CITY or its successors and assigns; and for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns jointly and severally, firmly by these presents.

The condition of the obligation is such that if the PRINCIPAL, its subcontractors, heirs, executors, administrators, successors or assigns fails to pay any of the persons named in Section 8004 or 9100 of the Civil Code of the State of California, or the amounts due under the Unemployment Insurance Code of the State of California, or any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the PRINCIPAL and its subcontractors pursuant to Section 13020 of the Unemployment Insurance Code, with respect to work or labor performed by any such claimant, that the SURETY will pay for the same, in an amount not exceeding the sum specified in this bond, and also, in case suit is brought upon the bond, shall pay reasonable attorneys’ fees, to be fixed by the Court.

This bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file a Stop Payment Notice pursuant to the provisions of Section 9350 et seq. of the Civil Code of the State of California, so as to give a right of action to them or their assigns in any suit brought upon this bond.

Bond No. __________
Premium $_________
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] No prepayment or delay in payments, and no change, extension, addition or alteration of any provision of the AGREEMENT or in the specifications agreed to between the PRINCIPAL and the CITY, or any forbearance on the part of the CITY shall operate to relieve the SURETY. The SURETY hereby waives the provisions of Section 2819 of the California Civil Code. The SURETY waives all rights of subrogation against the CITY or any person employed by the CITY. If the contract price increases by the issuance of change orders, the amount specified in this bond shall increase by the same amount.

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

PRINCIPAL: SURETY:

BY: ________
City Attorney

STANDARD CONSTRUCTION

SPECIFICATIONS
SCS – 1
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CITY OF ROSEVILLE

STANDARD CONSTRUCTION SPECIFICATIONS
SCS – 2
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TABLE OF CONTENTS
Page
Adoption of State Specifications SCS 3
Section 1. General SCS 3
Section 2. Bidding SCS 5
Section 3. Contract Award and Execution SCS 9
Section 4. Scope of Work SCS 11
Section 5. Control of Work SCS 11
Section 6. Control of Materials SCS 18
Section 7. Legal Relations and Responsibility SCS 18
Section 8. Prosecution and Progress SCS 32
Section 9. Payment SCS 33
Section 14. Environmental Stewardship SCS 35
SCS – 3
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ADOPTION OF STATE SPECIFICATIONS

1. The State of California Department of Transportation (“Caltrans”) Standard Specifications dated 2015, are hereby adopted as the Standard Specifications of the City of Roseville except insofar as they may be modified by these Standard Construction Specifications.

2. Except for Division 1, Section 2, numbering in these Standard Construction Specifications conforms to that in the Caltrans Standard Specifications. The existence of a section in these Standard Construction Specifications means that the corresponding section of the Standard Specifications is modified in some respect. Unless otherwise specified, the modified Standard Specification provisions are deleted entirely, and the provisions of these Standard Construction Specifications are substituted.

DIVISION 1. GENERAL PROVISIONS
SECTION 1. GENERAL
ACCEPTANCE. Shall mean the formal Acceptance by resolution of the Roseville City Council of an entire Contract which has been completed in all respects in accordance with the Plans and specifications and any modifications thereof previously approved, causing a notice of completion to be filed with the County Recorder.

ATTORNEY GENERAL. The City Attorney of the City of Roseville.

CITY ATTORNEY. The City Attorney of the City of Roseville.

CITY CLERK. Shall mean the City Clerk of the City of Roseville.

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] DEPARTMENT. Shall mean the Department of Public Works of the City of Roseville, also referred to as the Department of Contract Administration. References made to the Department of Transportation otherwise shall mean the State of California Department of Transportation.

DIRECTOR. Shall mean the Public Works Director of the City of Roseville or his or her duly authorized representative.

ENGINEER. Shall mean the Public Works Director of the City of Roseville or his or her duly authorized representative.

ESTIMATED COST. The estimate prepared by the Public Works Director of quantities of work to be performed.

LIQUIDATED DAMAGE. The amount to be deducted from payments due or to become due to the Contractor for delay, as set forth in the Special Provisions.

PLANS. The official Project Plans, Standard Plans, Improvement Plans, Construction Standards, profiles, typical cross sections, general cross sections, working drawings, and supplemental drawings, or reproductions thereof, approved by the Director which show the location, character, dimensions and details of the work to be performed. All such documents are to be considered as a part of the Plans whether or not reproduced in the Special Provisions.

In the above definition, the following terms are defined as follows:
a. Standard Plans - The Standard Plans of the Department of Transportation of the State of California.
b. Project Plans - The Project Plans are specific details and dimension peculiar to the Work and supplemented by the Standard Plans, insofar as the same may apply.

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] c. Construction Standards - The City of Roseville Design and Construction Standards.

STATE. Reference to the State or State of California shall mean City or City of Roseville unless the reference is to a law or regulation of the State, and reference to Sacramento shall mean Roseville unless otherwise noted.

SECTION 2. BIDDING
SECTION 2 SHALL BE DELETED IN ITS ENTIRETY AND REPLACED WITH THE FOLLOWING:
2-1.01 PROPOSAL FORMS. The Department will furnish to each Bidder a standard proposal form, which, when filled out and executed shall be submitted as its bid. Bids not presented on forms so furnished will be disregarded.

The proposal form is bound in a book together with the Notice to Contractors, special provisions, and Contract. The proposal shall set forth for each item of work, in clearly legible figures and words, an item price and a total for the item in the respective spaces provided, and shall be signed by the Bidder, who shall fill out all blanks in the proposal form as required therein.

All items shown on the schedule of bid items shall be properly filled in and shall include all costs of labor, materials, equipment, and State, Federal, or other taxes applicable to the transaction. The completed forms shall be without inter-lineations, erasures or alterations of any nature. If the proposal is made by an individual, his or her name and post office address must be shown; if made by a firm or partnership, the name and post office address of each member of the SCS – 6
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] firm or partnership must be shown; or if made by a corporation, the proposal shall show the name of the State under the laws of which the corporation was chartered and the names, titles, and business addresses of the president, secretary, and treasurer of said corporation. If the proposal is signed by an agent, a “Power of Attorney” must be filed with the proposal.

The proposal shall be submitted as directed in the “Notice to Contractors” under sealed cover plainly marked as a proposal, and identifying the project to which the proposal relates and the time and date of the bid opening therefor. Proposals which are not properly marked may be disregarded. Proposal forms shall be obtained from the Director of Public Works, City of Roseville, California. Proposal forms are not transferable. 2-1.02 REJECTION OF PROPOSALS AND DISQUALIFICATION OF
BIDDERS. Proposals may be rejected if they show any alterations of the forms, additions not called for, conditional bids, incomplete bids, erasures or irregularities of any kind. More than one proposal from an individual, firm, partnership, corporation or association under the same or different names, will not be considered. Reasonable grounds for believing that any Bidder is interested in more than one (1) proposal for the work contemplated, will cause the rejection of all proposals in which the Bidder is interested. The City reserves the right to reject any and all proposals.
2-1.03 PROPOSAL GUARANTY. All bids shall be presented under sealed cover and accompanied by one (1) of the following forms of Bidder's security. a. Cash, a cashier's check, a certified check, or a Bidder's bond executed by an admitted California surety insurer, made payable to the City.

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] b. The security shall be in an amount equal to at least ten percent (10%) of the bid amount. A bid will not be considered unless one (1) of the forms of Bidder's security is enclosed with it.
c. A Bidder's bond will not be accepted unless it conforms to a bond form approved by the City Attorney. Upon request “Bidder's Bond” forms may be obtained from the Department.
2-1.04 WITHDRAWAL OF PROPOSALS. Any bid may be withdrawn at any time prior to the time fixed in the public notice for the deadline submission of bids only by written request for the withdrawal of the bid filed with the Director. The request shall be executed by the Bidder or his or her duly authorized representative. The withdrawal of a bid does not prejudice the right of the Bidder to file a new bid. Whether or not bids are opened exactly at the time fixed in the public notice for opening bids, a bid will not be received after the deadline for submission of bids nor may any bid be withdrawn after the time fixed in the public notice for deadline for submission of bids. Immediately following the deadline for submission of bids all bids shall become the property of the City of Roseville and City is under no obligation to return the bids.
2-1.05 RELIEF OF BIDDERS. If the Bidder claims a mistake was made in his or her bid, the Bidder shall give the Department written notice within five (5) calendar days after the opening of the bids of the alleged mistake, specifying in the notice in detail how the mistake occurred. No relief from a claimed mistaken bid shall be granted unless such mistake clearly appears on the face of the bid submitted to the City. Claimed mistakes on backup worksheets, spreadsheets, computerized bidding programs, or any other similar calculative bidding mistake which is not apparent on the face of the bid shall not under any circumstance be considered as a SCS – 8
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] basis for relief. The burden of proving the occurrence of a mistake entitling a Bidder to relief from its bid rests entirely on the Bidder. Relief from bids shall be in the City’s sole discretion. 2-1.06 PREVIOUS DISQUALIFICATION, REMOVAL OR OTHER
PREVENTION OF BIDDING. A bid may be rejected on the basis of a Bidder, any officer of such Bidder, or any employee of such Bidder who has a proprietary interest in such Bidder, having been disqualified, removed, or otherwise prevented from bidding on, or completing a Federal, State, or local project because of a violation of law or a safety regulation. 2-1.07 COMPETENCY OF BIDDERS. If two (2) or more prospective Bidders desire to bid jointly as a joint venture on a single project, they must file an affidavit of joint venture with the Bid on a form approved by the City Attorney, and such affidavit of joint venture will be valid only for the specific project for which it is filed. If such affidavit of joint venture is not filed as aforesaid and approved by the City Attorney prior to the time for awarding bids on the specific project for which it is submitted, a joint bid submitted by said Bidders will be disregarded. No bid will be accepted from or a Contract awarded to any Bidder to whom a proposal form has not been issued pursuant to Section 2-1.06. 2-1.08 GUARANTY AND WARRANTY. The Contractor shall guarantee and warrant all materials supplied as being fit for the purpose intended. The Contractor shall guarantee and warrant all work performed as having been accomplished in a proper and workman-like manner. The guarantee and warranty required by this section shall continue for a period of one (1) year after Acceptance of the Work.

Should any failure of the work occur within a period of one (1) year, after Acceptance of the project by the City Council due to faulty materials, poor workmanship, or defective equipment, the Contractor shall promptly make the needed repairs at his or her expense.

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] The City is hereby authorized to make such repairs if the Contractor fails to make or undertake with due diligence the aforesaid repairs within ten (10) calendar days after being given written notice of such failure; provided, however, that in case of emergency where in the opinion of the Engineer, providing a reasonable attempt has been made to notify the Contractor, delay would cause serious loss or damages, or a serious hazard to the public, the repairs may be made or lights, signs, and barricades erected without prior notice to the Contractor, and the Contractor shall pay the entire cost thereof. At the completion of the work the faithful performance bond may be reduced at the discretion of the City Council to not less than ten percent (10%) of the Contract price to cover said guarantee.

Additional guarantees or warranties may be required by the Special Provisions.

SECTION 3. CONTRACT AWARD AND EXECUTION
3-1.04 CONTRACT AWARD. The right is reserved to reject any and all proposals. The award of the Contract, if it be awarded, will be to the lowest responsible Bidder whose proposal complies with all the requirements prescribed. Such award, if made, will be made within sixty (60) business days after the public opening of the proposals. If the lowest responsible Bidder refuses or fails to execute the Contract, the Roseville City Council may award the Contract to the second lowest responsible Bidder. Such award, if made, will be made within eighty-two (82) business days after the public opening of proposals. If the second lowest responsible Bidder refuses or fails to execute the Contract, the City may award the Contract to the third lowest responsible Bidder. Such award, if made, will be made within one hundred and four (104) business days after public opening of the proposals. The above time periods within SCS – 10
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] which the award of Contract may be made are subject to extension for such further period as may be agreed upon in writing between the City and the Bidder concerned.

All bids will be compared on the basis of the Director's estimate of the quantities of work to be done.
3-1.05 CONTRACT BONDS. The successful Bidder, simultaneously with the execution of the Contract, will be required to furnish a payment bond in an amount equal to one hundred percent (100%) of the Contract price, and a faithful performance bond in an amount equal to one hundred percent (100%) of the Contract price; said bonds shall be in a form approved by the City Attorney and shall be secured by a surety company satisfactory to the City Attorney. If the Contract price increases by the issuance of Change Orders, the penal amounts of the bonds required shall increase accordingly.

Furthermore, the successful Bidder shall furnish a certificate from the County Clerk as required by California Civil Code of Procedure Section 995.660(a)(3). 3-1.18 CONTRACT EXECUTION. The Contract, in form and contents satisfactory to the City, shall be executed by the successful Bidder and returned, together with the Contract bonds and certificates of insurance within fifteen (15) calendar days after written notice that the Contract has been awarded, or as otherwise directed, in writing, by the City.

No proposal shall be considered binding upon the City until the execution of the Contract by the City.
3-1.20 FAILURE TO EXECUTE CONTRACT. Section 3-1.20, “Failure to Execute Contract” is added as follows:
“Failure of the lowest responsible Bidder, the second lowest responsible Bidder, or the third lowest responsible Bidder to execute the Contract and file acceptable bonds SCS – 11
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] and insurance as provided herein within fifteen (15) calendar days, or within a different timeframe specified by City in writing, after such Bidder has received notice that the Contract has been awarded to him or her, shall be just cause for the annulment of the award and the forfeiture of the Bidder’s security to the City as Liquidated Damages. The successful Bidder may file with the Roseville City Council a written notice, signed by the Bidder or his or her authorized representative, specifying that the Bidder will refuse to execute the Contract if presented to him or her. The filing of such notice shall have the same force and effect as the failure of the Bidder to execute the Contract and furnish acceptable bonds and insurance within the time prescribed by Section 3-1.18.” SECTION 4. SCOPE OF WORK
There are no amendments to the Standard Specifications.

SECTION 5. CONTROL OF WORK
5-1.02 CONTRACT COMPONENTS. These Standard Construction Specifications, the Standard Specifications, the Standard Plans, the Improvement Plans, Construction Standards, Project Plans, project Special Provisions (and any addenda), the Agreement, Contract Change Orders, and all supplementary documents are all essential parts of the Contract between Contractor and the City. A requirement occurring in one (1) is as binding SCS – 12
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] as though occurring in all. They are intended to be complementary, and to describe and provide for a complete work.

In resolving inconsistencies among two (2) or more sections of the Contract Documents, precedence shall be given in the following order:

A. Special Provisions
B. City of Roseville Standard Construction Specifications C. City of Roseville Design and Construction Standards
D. State Standard Specifications and Amendments to the State Standard Specifications, Standard Special Provisions, and Plans
E. Drawings
Should it appear that the work to be done or any of the matters relative thereto are not sufficiently detailed or explained in these specifications, the special provisions, or the Plans, the Contractor shall apply in writing to the Director for such further explanations as may be necessary and shall conform to them as part of the Contract. In the event of any doubt or question arising respecting the true meaning of these specifications, the special provisions or the Plans, reference shall be made to the Director, whose decision thereon shall be final.

In the event of any discrepancy, between any drawing and the figures written thereon, the figures shall be taken as correct. Detail drawings shall prevail over general drawings. 5-1.20B(5) CITY OF ROSEVILLE ENCROACHMENT PERMITS. Section 5-

1.20B(5), “City of Roseville Encroachment Permits” is added as follows:
“The Contractor need not obtain a separate encroachment permit from the City prior to construction within street rights-of-way or other City rights-of-way. Execution of the Contract by the City shall be deemed an encroachment permit for work required by SCS – 13
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] the Contract within rights-of-way. All work shall conform to the rules and regulations of encroachment permits and shall be subject to the inspection and approval of the Director.”
5-1.20B(6) CITY OF ROSEVILLE BUSINESS LICENSE. Section 5-1.20B(6), “City of Roseville Business License” is added as follows:
“The Contractor shall obtain a business license from the City prior to commencing work.”
5-1.20B(7) OTHER PERMITS. Section 5-1.20B(7), “Other Permits” is added as follows:
“The Contractor in coordination with the Director shall procure any necessary permits which the City has not specifically mentioned as obtaining.” 5-1.31 JOB SITE APPEARANCE. The Contractor shall maintain a neat appearance to the work. In any area visible to the public, the following shall apply:

When practicable, broken concrete and debris developed during clearing and grubbing shall be disposed of concurrently with its removal. If stockpiling is necessary, the material shall be removed or disposed of weekly.

The Contractor shall furnish trash bins for all debris from structure construction. All debris shall be placed in trash bins daily. Forms or falsework that are to be reused shall be stacked neatly concurrently with their removal. Forms and falsework that are not to be reused shall be disposed of concurrently with their removal.

Full compensation for conforming to the provisions in this section, not otherwise provided for, shall be considered as included in price paid for the various Contract items of work involved, and no additional compensation will be allowed therefore.

SCS – 14
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] 5-1.38 MAINTENANCE AND PROTECTION RELIEF. Section 5-1.38 is deleted.
5-1.43 POTENTIAL CLAIMS AND DISPUTE RESOLUTION. Section 5-

1.43 is deleted in its entirety and replaced with the following:
5-1.43A NOTICE OF POTENTIAL CLAIM. The Contractor shall not be entitled to payment for any additional compensation for any act or failure to act by the City, including failure or refusal to issue a Change Order, or for the happening of any event, thing, occurrence or other cause unless he or she shall have given the City due written Notice of Potential Claim as hereinafter specified.

The written Notice of Potential Claim shall set forth the reasons for which the Contractor believes additional compensation will or may be due, the nature of the costs involved, and, insofar as possible, the amount of the potential claim. The said Notice as above required must have been given to the Director prior to the time that the Contractor shall have performed the Work giving rise to the potential claim for additional compensation, if based on an act or failure to act by the Director, or in all other cases within three (3) Days after the happening of the event, thing, occurrence or other cause giving rise to the potential claim.

If the Notice of Potential Claim does not include complete information about the claim or the parties do not execute a Contract Change Order in connection with the Notice of Potential Claim, Contractor shall submit a complete information about its claim for additional compensation and/or extension of time for performance within fifteen (15) calendar days after such work is performed. Failure to provide written notice of claim prior to undertaking such work or failure to timely submit a complete and specific information about the claim for SCS – 15
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] additional compensation and/or extension of the time for performance shall be deemed a waiver and abandonment of such claim.

If there is a dispute over any claim, the Contractor shall continue to work during the dispute resolution process in a diligent and timely manner as directed by the City, and shall be governed by all applicable provision of the Agreement.

The Contractor shall maintain cost records of all work that is the basis of any dispute. On a daily basis, Contractor shall submit to City completed daily forms, the format of which will be acceptable to the City, with respect to the Contractor’s costs of performing the disputed work.

These daily forms shall itemize all of Contractor’s costs in performing the disputed work, including, but not limited to, all costs relating to materials, labor and equipment with respect to the disputed work. These daily forms shall provide names or identification and classification of affected workers, the hourly rate of pay and hours worked, and also the size, type, and identification number of equipment and hours operated. Said daily work forms shall be duly signed and verified by the Contractor or its authorized representative. The City’s receipt of the Contractors’ daily forms shall not constitute an approval of the Contractor’s claim. Contractor’s failure to submit the daily forms on a daily basis shall constitute a waiver of the Contractor’s right to claim any additional compensation for the disputed work.

Each Contractor claim shall include full and complete information concerning the Claim.

Contractor shall provide a clear, concise recital of the basis, upon which the claim is asserted, including a designation of the provisions of the Contract Documents upon which the claim is based. Contractor shall also include a statement as to the amount of time and/or compensation sought pursuant to the claim; if Contractor’s claim arises from an ongoing occurrence, Contractor shall so state in its claim, including a description of the specific Work activities SCS – 16
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] affected by the claim. All costs, expenses or damages and extensions of time claimed shall be described in reasonable detail under the circumstances together with complete supporting documentation.

The City will review any timely Notice of Potential Claim and supporting information submitted by Contractor. In conducting this review, the City shall have the right to require the Contractor to submit such additional or supporting documents, data and other information as the City may require.

If an agreement can be reached which resolves the Contractor’s claim, the parties will execute a Contract Change Order to document the resolution of the claim. If the parties cannot reach agreement with respect to the Contractor’s claim, the Contractor shall still be obligated to comply with the claim identification provisions identified in these Standard Construction Specifications, including but not limited to Section 5-1.43B.

It is the intention of this Section 5-1.43A that differences between the parties arising under and by virtue of the Contract be brought to the attention of the Director at the earliest possible time in order that such matters may be settled, if possible, or other appropriate action promptly taken. The Contractor hereby agrees that he or she shall have no right to additional compensation for any Claim that may be based on any such act, failure to act, event, thing or occurrence for which no timely written Notice of Potential Claim as herein required was filed. 5-1.43B CLAIMS. Contractor must submit all Claims, for which it has previously submitted a Notice of Potential Claim, prior to Acceptance of the Work. Each such Claim must be sent to the City by registered mail or certified mail with return receipt requested and must contain reasonable documentation to support the Claim.

SCS – 17
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] Upon receipt of a Claim, the City shall conduct a reasonable review of the Claim and, within a period not to exceed forty-five (45) calendar days, or such further time as mutually agreed upon or necessary pursuant to Public Contract Code Section 9204, the City shall provide the Contractor a written statement identifying what portion of the Claim is disputed and what portion is undisputed. If the City does not respond to a Claim from the Contractor within the time specified herein, such Claim shall be deemed rejected in its entirety.

Any payment due on an undisputed portion of the Claim shall be processed and made within sixty (60) calendar days after the City issues its written statement.

If the Contractor disputes the City’s written response, or if the City does not respond within the time specified herein, the Contractor may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the City shall schedule a meet and confer conference within thirty (30) calendar days for settlement of the dispute.

Within ten (10) business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the City shall provide the Contractor a written statement identifying the portion of the Claims that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the Claims shall be processed and made within sixty (60) calendar days after the public entity issues its written statement. Any disputed portion of the Claim, as identified by the Contractor in writing, shall be submitted to nonbinding mediation, with the City and the Contractor sharing the associated costs equally. The City and the Contractor shall mutually agree to a mediator within ten (10) business days after the disputed portion of the Claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a SCS – 18
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] qualified neutral third party to mediate with regard to the disputed portion of the Claim. Each party shall be responsible for the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the Claim remaining in dispute shall be resolved in accordance with Section 9-1.22. 5-1.46 FINAL INSPECTION AND CONTRACT ACCEPTANCE. When the Director has made the final inspection and determines that the Contract work has been completed in all respects in accordance with the Plans and specifications, the Director will recommend that the Roseville City Council formally accept the work, and immediately upon and after such Acceptance by the City, the Contractor will be responsible for the work done for a period of one (1) year.

SECTION 6. CONTROL OF MATERIALS
6-1.03 LOCAL MATERIALS. Local material sites used by the Contractor shall be graded so that, at the time of final inspection of the Contract, they will drain and will blend in with the surrounding terrain.

SECTION 7. LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC 7-1.02K(2) WAGES. The provisions of paragraphs 1and 2 of Section 7-1.02K(2) of the Standard Specifications are amended to read as follows:
“Pursuant to the provisions of California Labor Code Section 1773, the City has identified the source, stated below, of the general prevailing rate of wages applicable to the SCS – 19
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] work to be done, for straight time, overtime, Saturday, Sunday and holiday work. The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification or type of workmen concerned.

The wage rates may be obtained from the State Department of Industrial Relations and/or the following website address: http://www.dir.ca.gov/dlsr/DPreWageDetermination.htm, and are incorporated herein as part of the Contract.

Pursuant to California Labor Code Section 1773.2, general prevailing wage rates shall be posted by the Contractor at a prominent place at the site of the work.” 7-1.02K(6)(b) EXCAVATION SAFETY. For trenches or excavation five feet (5') or deeper, the Contractor shall obtain from the Division of Industrial Safety, a permit authorizing such construction.
7-1.02O VEHICLE CODE. Pursuant to the authority contained in Vehicle Code Section 591, the Department has determined that, within such areas as are within the limits of the project and are open to public traffic, the Contractor shall comply with all the requirements set forth in Vehicle Code Divisions 11, 12, 13, 14, and 15. Attention is directed to the statement in Section 591 that this section shall not relieve the Contractor nor any person from the duty of exercising due care. The Contractor shall take all necessary precautions for safe operation of equipment and the protection of the public from injury and damage from such equipment. 7-1.03 PUBLIC CONVENIENCE. Section 7-1.03 of the Standard Specifications is amended in part as follows:

1. Delete paragraph 10 (“Install signs, lights, flares . . .”) and substitute the following:

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] “In order to expedite the passage of public traffic through or around the work, the Contractor shall install signs, lights, flares, temporary railing (type K), barricades, and other facilities for the sole convenience and direction of public traffic as may be required.

Also, as may be required, the Contractor shall furnish competent flaggers whose sole duties shall consist of directing the movement of public traffic through or around the work. The cost of furnishing and installing such signs, lights, flares, temporary railing (type K), barricades, flaggers, and other facilities shall be included in the lump sum paid for traffic control and no additional compensation will be allowed therefor.

In addition to the requirements previously specified for furnishing facilities and flaggers to expedite the safe passage of the public through or around the work, the Contractor shall at his or her expense furnish and erect within or adjacent to the work such warning, regulatory, or guide signs, markers, or devices as are necessary.”

2. Add a paragraph at the end of the section to read as follows:
“In addition to the requirements hereinbefore specified for furnishing facilities and flaggers for expediting the passage of public traffic through or around the work, the Contractor shall furnish and erect, within or adjacent to the limits of the Contract, such warning, regulatory, and guide signs as may be required. The Contractor shall furnish, install and remove all such signs. Payment for furnishing, installing and removing all such signs shall be included in the lump sum price paid for traffic control and no additional compensation will be allowed therefor.”
7-1.04 PUBLIC SAFETY. It is the intent of the parties that the City is not an exposing, creating, controlling, or correcting employer under California Labor Code Section 6400. In accordance with generally accepted construction practices and State law, the Contractor SCS – 21
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] shall have the authority and be solely and completely responsible for conditions on the job site, including safety of all persons and property during performance of the Work. Moreover, the Contractor shall be the controlling employer and has the authority and responsibility to enforce worksite safety. The Contractor shall be responsible for conducting daily safety inspections and assuring all hazards and violations are abated. The Contractor is responsible for assuring that all subcontractors adhere to the minimum CAL/OSHA safety requirements and that each subcontractor has an effective CAL/OSHA IIP (Illness and Injury Protection Program) in place that specifically addresses all potential exposures, such as, but not limited to, fall protection, confined space, and trenching/shoring. These requirements shall apply continuously and not be limited to normal working hours. The Contractor shall be responsible for any delay costs or damages in the event the progress of Work is slowed or stopped due to a safety violation.

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

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

All Work and materials shall be in strict accordance with all applicable State, City, County, and Federal Rules, Regulations, and Codes, and attention is drawn to the requirements SCS – 22
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] of CAL/OSHA. The Contractor shall be solely responsible for compliance with all City, County and State blasting requirements and for any damages caused by his or her operations.

In accordance with California Labor Code Section 6705, the Contractor shall submit to the City specific plans to show details of provisions for worker protection from caving ground.

This in no way relieves the Contractor from the requirement of maintaining safety in all operations performed by the Contractor or the Contractor's subcontractors. The detailed plan showing design of shoring, bracing, sloping or other provisions shall be prepared by a registered civil or structural engineer in the State of California as required. Acceptance by the City or its designated agent only constitutes acknowledgment of the submission and does not constitute review or approval of the designs, design assumptions or criteria, completeness of submissions, applicability to areas of intended use, nor implementation of the plans, which are solely the responsibility of the Contractor and his or her registered engineer.

Notwithstanding any classifications relative to the Tunnel Safety Orders, Work within confined spaces on this project is subject to the definitions and applicable provisions of California Code of Regulations Section 8400 et seq., Title 8.

The Contractor shall so perform its Work as not to expose personnel to, or to discharge into the atmosphere from any source whatever, smoke, dust, asbestos, toxic chemicals or other air contaminants in violation of the laws, rules, and regulations of the governmental entities having jurisdiction. Contractors or subcontractors removing one hundred or more square feet (100') of asbestos must be “Certified” in accordance with State law. All Work involving exposure to asbestos and all other hazardous materials shall be performed with protection of personnel in compliance with all applicable regulations and safety requirements.

SCS – 23
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] Nothing in these Standard Construction Specifications is to be construed to permit Work not conforming to governing codes. When Contract Documents differ from governing codes, the Contractor shall furnish and install the higher standards called for without extra charge. All equipment furnished shall be grounded and provided with guards and protection as required by safety codes. Where vapor tight or explosion proof electrical installation is required by code, this shall be provided. In accordance with the provisions of Labor Code Section 6707, the Contractor shall provide adequate sheeting, shoring and bracing for employee protection, as provided in the proposal as separate Bid Items.
7-1.05 INDEMNIFICATION. The City of Roseville and its officers, agents, employees, and volunteers, including but not limited to the Director, shall not be answerable or accountable in any manner: for any loss or damage that may happen to the work or any part thereof; for any loss or damage to any of the materials or any things used or employed in performing the work; for injury to or death of any person, either workers or the public; or for damage to property from any cause which might have been prevented by the Contractor, his or her workers, or anyone employed by the Contractor or his or her subcontractors.

The Contractor shall be responsible for any liability imposed by law and for injuries to, or death of, any person including, but not limited to, workers and the public, or damage to property resulting from defects or obstructions, or from any cause whatsoever during the progress of the work or at any time before its completion and final Acceptance.

To the fullest extent allowed by law, the Contractor shall defend (through counsel acceptable to the City), indemnify, and save harmless the City of Roseville and its officers, agents, employees, and volunteers from all 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 SCS – 24
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] limited to, workers and the public, or damage to property resulting from the performance of the Contract, except as otherwise provided by statute.

The duty of the Contractor to defend, indemnify, and save harmless includes, but is not limited to, the duties to defend as set forth in Civil Code Section 2778. The Contractor waives any and all rights to any type of express or implied indemnity against the City, its officers, agents, employees, or volunteers.

It is the intent of the parties that the Contractor will defend, indemnify, and hold harmless the City of Roseville, its officers, agents, employees, and volunteers from any and all claims, suits, or actions as set forth above regardless of existence or degree of fault or negligence, on the part of the City, the Contractor, the subcontractor or employee of any of these; except the duty does not apply where the injury or damage is due to the sole or active negligence or willful misconduct of the City.

The Contractor’s responsibility for such defense and indemnity obligations shall survive the termination or completion of this Contract for the full period of time allowed by law. The defense and indemnity obligations of this Contract are undertaken in addition to, and shall not in any way be limited by, the insurance obligations contained in this Contract. The parties intend that the defense and indemnity obligations in this Contract shall be broadly construed.

In addition to any remedy authorized by law, so much of the money due the Contractor under and by virtue of the Contract as shall be considered necessary by the City may be retained by the City until disposition has been made of such suits or claims for damages.

The retention of money due the Contractor shall be subject to the following:

A. The City will give the Contractor thirty (30) calendar days’ notice of its intention to retain funds from any partial payment which may become due to the Contractor prior SCS – 25
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] to Acceptance of the Contract. Retention of funds from any payment made after Acceptance of the Contract may be made without such prior notice to the Contractor.

B. No retention of additional amounts out of partial payments will be made if the amount to be retained does not exceed the amount being withheld from partial payments pursuant to Section 9-1.16F, “Retentions,” of the Standard Construction Specifications.

C. If the City had retained funds and it is subsequently determined that the City is not entitled to be indemnified and saved harmless by the Contractor in connection with the matter for which such retention was made, the City shall be liable for interest on the amount retained at the legal rate of interest for the period of such retention. 7-1.06 INSURANCE COVERAGE. Section 7-1.06 Insurance in the Standard Specifications shall be deleted in its entirety and replaced with the following:

B. Qualifying Insurers. With the exception of the State Compensation Insurance Fund, all required insurance policies shall be issued by companies acceptable to the SCS – 26
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] City and licensed to do business in the State of California and who hold a current policy holders alphabetic and financial size category rating of not less than AVII according to the most recent issue of Best's Insurance Reports.

C. Insurance Required.

1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations with limits of no less than Two Million Dollars ($2,000,000) per occurrence for bodily injury, personal injury and property damage for projects under One Million Dollars ($1,000,000) and limits of no less than Five Million Dollars ($5,000,000) per occurrence for bodily injury, personal injury and property damage for projects over One Million Dollars ($1,000,000). If a general aggregate limit applies, either the aggregate limit shall apply separately to this project or the general aggregate limit shall be twice the required occurrence limit.

SCS – 27
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] b. The insurance shall provide coverage for claims by one insured against another insured and the policies shall not contain any cross-suits exclusions, crossliability exclusions, or insured versus insured exclusions. The policies shall not contain any classification exclusions purporting to deny coverage for any work to be performed by Contractor or any of its Subcontractors.
c. Stipulation that the insurance is primary and noncontributory, as evidenced by a separate endorsement (CG 20 01 04 13 or an equivalent) or section of the policy, and that neither the City nor its insurers will be called upon to contribute to a loss. d. Such insurance shall specifically cover the contractual liability of the Contractor.
e. Any available insurance proceeds in excess of the specified minimum insurance coverage requirements and limits shall be available to the additional insureds. Furthermore, the requirements for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; or (2) the full coverage and maximum limits of any insurance proceeds available to the named insureds, whichever is greater. f. Waiver of subrogation endorsement.
g. The Contractor shall furnish a certificate for the period covered.

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

3. Workers' Compensation: In accordance with the provisions of the California Labor Code, Contractor is required to be insured against liability for Workers' SCS – 28
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] Compensation or to undertake self-insurance. Statutory Workers' Compensation and Employers' Liability of at least One Million Dollars ($1,000,000) shall cover all Contractors staff while performing any work incidental to the performance or this Agreement.

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

5. Builder’s Risk/Course of Construction Insurance (If Required by Risk Management): The Contractor shall be responsible for all loss, damage or destruction whatsoever to the work called for by this Contract until the approval of a Notice of Completion or acceptance of the Work if no Notice of Completion is to be recorded.

The policies providing such insurance shall name the City as a loss payee as its respective interests may appear, and certified copies of such policies shall be filed with the City. The SCS – 29
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] maximum deductible allowable under the Builder's All Risk policy shall be five percent (5%) of the Contract amount.

Builder's Risk Insurance is not required for coverage of losses in excess of five percent (5%) of the Contract amount for damages resulting from earthquake in excess of a magnitude of

3.5 on the Richter scale, or tidal waves. Coverage in the amount of five percent (5%) of the Contract amount for such losses is required.

A. The requirements of the Standard Specifications as to types and limits of insurance coverage to be maintained by the Contractor, and any approval of insurance by the City, are not intended to, and shall not in any manner limit or qualify the liabilities and SCS – 30
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] obligations otherwise assumed by the Contractor pursuant to the Contract, including, but not limited to, the provisions concerning indemnification, nor preclude the City from taking any other action available to it under any other provision of the Contract or law.

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

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

Any self-insurance must be approved in writing by the City, in its sole discretion and shall not reduce the limits of liability. Any deductibles or self-insured retentions (“SIR”) must be declared on the certificate of insurance and approved by City in writing. Policies containing any SIR provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or City. City reserves the right to obtain a full certified copy of any insurance policy and endorsements. The failure to exercise this right shall not constitute a waiver of such right.

SCS – 31
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] D. The City, its officers, agents, employees, and volunteers are to be covered as insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. Coverage shall not extend to any indemnity coverage for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under California Insurance Code Section 11580.04.

SCS – 32
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] H. Failure of the City to enforce in a timely manner any of the requirements of these insurance provisions shall not act as a waiver to enforcement of any of these provisions at a later date.

J. THE CITY RESERVES THE RIGHT TO WITHHOLD ANY

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

SECTION 8. PROSECUTION AND PROGRESS
8-1.04 START OF JOB SITE ACTIVITIES. The Contractor shall begin work by the date specified in the “Notice to Proceed” letter, and the Contractor shall thereafter diligently prosecute the work to completion.

The Contractor shall notify the Director, in writing, of his or her intent to commence work at least seventy-two (72) hours before work is begun. The notice shall specify the date on which the Contractor intends to begin work. If a project has more than one (1) location of work, a separate notice shall be given for each location.

Should the Contractor begin work in advance of issuance of a “Notice to Proceed,” any work performed in advance of such issuance shall be considered to have been done at Contractor's own risk and as a volunteer.

SCS – 33
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] SECTION 9. PAYMENT
9-1.11C PAYMENT INCLUSIONS. The following is added to Section 9-1.11C Payment Inclusions:
“No additional compensation will be made to the Contractor for claims of increased overhead costs occurring within the originally specified construction Contract period plus any time extensions granted by Change Order. No compensation for extended performance will be granted unless the delay exceeds more than half of the float time available at the time of the delay.”
9-1.16E(4) STOP NOTICE WITHHOLDS. The City may, at its option and at any time, retain out of amounts due the Contractor, sums sufficient to cover claims (including costs and attorneys’ fees), filed pursuant to California Civil Code Section 9350 et seq. 9-1.16F RETENTIONS. The Department shall retain five percent (5%) of the Contract price as part security for the fulfillment of the Contract by the Contractor. 9-1.16G PAYMENT OF WITHHELD FUNDS. Section 9-1.16G, “Payment of Withheld Funds” is added as follows:
“Except as otherwise prohibited by law, the Contractor may elect to receive all payments due under the Contract pursuant to without any retention. If the Contractor so elects, a deposit with the City of securities with a value equivalent to the retention that would otherwise be withheld by the City shall be made. Said security shall be as provided in California Public Contract Code Section 22300, and shall be approved by the City both as to sufficiency and form. In the alternative, the Contractor may elect to deposit such securities in an escrow account and enter into a standard form Escrow SCS – 34
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] Agreement for Security Deposits in Lieu of Retention. Blank Agreements are available from the Public Works Director and the City Attorney's Office.” 9-1.17 PAYMENT AFTER CONTRACT ACCEPTANCE. “Final Payment” shall be made in accordance with this section. The Contractor shall, after the completion of the Contract, submit a final estimate of the amount of work done thereunder and the value of such work. Upon approval of the estimate by the Director, the City of Roseville shall pay the entire sum so found to be due after deducting therefrom all previous payments and all amounts to be kept and all amounts to be retained under the provisions of the Contract. All prior partial estimates and payments shall be subject to correction in the final estimate and payment. The final payment shall not be due and payable until the expiration of thirty five (35) calendar days from the date of Acceptance of the work by the City Council, and thirty-five (35) calendar days after filing of the Notice of Completion with the County of Placer.

No certificate given or payments made under the Contract, except the final certificate or final payment, shall be conclusive evidence of the performance of the Contract, either wholly or in part, and no payment (including the final payment) or certificate shall be construed to be an Acceptance of any defective work or improper materials. Final payment shall not release the Contractor from one (1) year guarantee of the work as provided in Section 7-1.17, “Acceptance of Contract” and Section 2-1.12 “Guarantee and Warranty” of these Specifications.

SCS – 35
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] SECTION 14. ENVIRONMENTAL STEWARDSHITP
14-8.02 NOISE CONTROL. The provisions of Section 14-8.02 of the Standard Specifications are amended by adding the following:
“The Contractor shall additionally conform to the provisions of Roseville Municipal Code Chapter 9.24 where such provisions are more restrictive than these specifications.”
14-9.01 AIR QUALITY GENERAL. The provisions of Section 14-9.01, “Air Quality General” of the Standard Specifications are amended by adding the following:
“Material to be disposed of shall not be burned unless the Contractor has obtained a permit to burn combustible material resulting from clearing and grubbing operations from the Placer County Air Pollution Control District and City of Roseville Fire Marshall. A copy of the permits shall be filed with the Director
before beginning any burning. All such burning shall be conducted in strict conformance with the provision stipulated in said permits and at such times and in such manner as to prevent fire from spreading to areas adjoining the right-of-way.” 14-11.02A ASBESTOS REMOVAL AND DISPOSAL. Section 14-11.02A, “Asbestos Removal and Disposal” is added as follows:
“The Contractor shall comply with all rules, regulations, statutes and ordinances regarding asbestos removal and disposal, including but not limited to, 42 U.S.C. Sections 7401, 7412 and 7601 and 40 C.F.R. Part 61, Subpart M.

SCS – 36
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] If the Contractor discovers that a building to be demolished or renovated contains asbestos containing material, the Contractor shall immediately cease work and notify the City.”

END OF STANDARD SPECIFICATIONS
ASSEMBLY BILL NO. 626
AB 626 - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] TEXT OF AB 626
Assembly Bill No. 626
CHAPTER 810
An act to add and repeal Section 9204 of the Public Contract Code, relating to public contracts.
[Approved by Governor September 29, 2016. Filed with Secretary of State September 29, 2016.]
LEGISLATIVE COUNSEL’S DIGEST
AB 626, Chiu. Public contracts: claim resolution.

Existing law prescribes various requirements regarding the formation, content, and enforcement of state and local public contracts. Existing law applicable to state public contracts generally requires that the resolution of claims related to those contracts be subject to arbitration.

Existing law applicable to local agency contracts prescribes a process for the resolution of claims related to those contracts of $375,000 or less.

This bill would establish, for contracts entered into on or after January 1, 2017, a claim resolution process applicable to any claim by a contractor in connection with a public works project. The bill would define a claim as a separate demand by the contractor for one or more of the following: a time extension for relief from damages or penalties for delay, payment of money or damages arising from work done pursuant to the contract for a public work, or payment of an amount disputed by the public entity, as specified.

This bill would require a public entity, defined to exclude certain state entities, upon receipt of a claim sent by registered or certified mail, to review it and, within 45 days, provide a written statement identifying the disputed and undisputed portions of the claim. The bill would authorize the 45-day period to be extended by mutual agreement. The bill would require any payment due on an undisputed portion of the claim to be processed within 60 days, as specified. The bill would require that the claim be deemed rejected in its entirety if the public entity fails to issue the written statement.

This bill would authorize, if the claimant disputes the public entity’s written response or if the public entity fails to respond to a claim within the time prescribed, the claimant to demand to meet and confer for settlement of the issues in dispute. The bill would require any disputed portion of the claim that remains in dispute after the meet and confer conference to be subject to nonbinding mediation, as specified. The bill would provide that unpaid claim amounts accrue interest at 7% per annum. The bill would prescribe a procedure by which a subcontractor or lower tier contractor may make a claim through the contractor.

This bill would require the text of these provisions, or a summary, to be set forth in the plans or specifications for any public work which may give rise to a claim. The bill would specify that a waiver of these rights is void and contrary to public policy, except as specified. The bill would also specify that it does not impose liability on a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.

AB 626 - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] By increasing the duties of local agencies and officials, this bill would impose a statemandated local program.

This bill would, on January 1, 2020, repeal the provision establishing the claim resolution process.

This bill would specify that these provisions constitute a matter of statewide concern.

The California Constitution requires the state to reimburse local agencies and school districts for certain costs mandated by the state. Statutory provisions establish procedures for making that reimbursement.

This bill would provide that, if the Commission on State Mandates determines that the bill contains costs mandated by the state, reimbursement for those costs shall be made pursuant to these statutory provisions.

The people of the State of California do enact as follows:

SECTION 1. Section 9204 is added to the Public Contract Code, to read:
9204. (a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner. (b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section:
(1) ”Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. (2) ”Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3) (A) ”Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency. (B) ”Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that department.
(ii) The Department of Transportation as to any project under the jurisdiction of that department.

AB 626 - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] (iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department.
(iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code.
(v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority.
(4) ”Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) ”Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply.
(2) (A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each AB 626 - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so.
(e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.

AB 626 - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] (i) This section shall remain in effect only until January 1, 2020, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date.

SECTION 2.

The Legislature finds and declares that it is of statewide concern to require a charter city, charter county, or charter city and county to follow a prescribed claims resolution process to ensure there are uniform and equitable procurement practices.

SECTION 3.

If the Commission on State Mandates determines that this act contains costs mandated by the state, reimbursement to local agencies and school districts for those costs shall be made pursuant to Part 7 (commencing with Section 17500) of Division 4 of Title 2 of the Government Code.

SPECIAL PROVISIONS
SP - 1

SPECIAL PROVISIONS

FOR THE

CITY OF ROSEVILLE

VERNON/ATLANTIC MULTIMODAL SAFETY IMPROVEMENT PROJECT
SCOPE
The work described in these Special Provisions must be done in conformance with the latest editions of the City of Roseville Design and Construction Standards, and 2015 State Standard Specifications and Plans, unless otherwise noted in these Special Provisions or Plans, except insofar as they may be modified by these Special Provisions

ORGANIZATION
Special provisions are under headings that correspond with the main-section headings of the Standard Specifications. A main-section heading is a heading shown in the table of contents of the Standard Specifications.

Each special provision begins with a revision clause that describes or introduces a revision to the Standard Specifications as revised by any revised standard specification.

Any paragraph added or deleted by a revision clause does not change the paragraph numbering of the Standard Specifications for any other reference to a paragraph of the Standard Specifications. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION I GENERAL PROVISIONS
1 GENERAL
Add to section 1-1.07B:

Administrator: The Public Works Director, as created by law, also the City Agency: Department of Public Works, City of Roseville
Bidder: Prime Contractor
Bid book: Bid Proposal
City: City of Roseville
City Council: City Council of the City of Roseville, a Charter City in the State of California Contract Documents: Plans, Notice to Bidder and Special Provisions, and Bid Book and Contract Department: Department of Public Works, City of Roseville Department of Transportation: State of California Agency Department of Industrial Relations: State of California Agency District: The Public Works Department, City of Roseville Division of Labor Standards Enforcement: State of California Agency SP - 2
Laboratory: The laboratories authorized by the Engineer to test materials and work involved in the contract
Office Engineer: City of Roseville, Department of Public Works Transportation Building: Department of Public Works, City of Roseville Replace the following definitions in section 1-1.07B:

Director: Director of Public Works, City of Roseville
Engineer: The Director of Public Works/City Engineer, and agents or assistants duly authorized by the Director of the Public Works/City Engineer to act on their behalf ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
5 CONTROL OF WORK
Add to section 5-1.01:

For the award of the "Project", the City will provide inspection and Resident Engineer (RE) on an eighthour (8) day and a forty-hour (40) week (Monday through Friday) basis only. You must reimburse the City at a rate of $175/hr for all inspection and $200/hr for RE time in excess of those hours listed above, including designated holidays and weekends. Requests for authorization to perform work outside the hours of 7:00 a.m. to 4:00 p.m., Monday through Friday, must be made in writing at least 48 hours in advance.

Designated holidays are observed: New Year's Day, Martin Luther King Day, Presidents Day, Memorial Day, 4th of July, Labor Day, Veterans Day, Thanksgiving Day, the day after Thanksgiving and Christmas Day. When a designated holiday falls on a Saturday or Sunday, the preceding Friday or following Monday (respectively) must be a designated holiday.

Provide a competent person during normal working hours to assist the Engineer, when required, in checking lines and grades of the Contractor's layout and measuring quantities for payment purposes.

Cooperate with the Engineer so that checking, and measuring may be accomplished with the least interference to your operations. No additional compensation will be made to you for fulfilling this requirement.

Replace section 5-1.04 with:
5-1.04 Order of Work
The first Order of Work shall be to place the order for the luminares, poles, rectanglar flashing beacons, electrical equipment, and any other items with long lead times for procuring the materials upon the Engineer’s approval of submittals. The Engineer shall be furnished a statement from the vendors that the order for the materials has been received and accepted by the vendor. The Contractor shall determine the integrety of the existing electrical conduits feeding the RRFB locations an provide report to the Engineer.

The Contractor shall prepare a written schedule denoting locations and times of planned activities, and other impacts. The schedule for planned activities shall be submitted to the Engineer before or at the time of the pre-construction meeting. Contractor shall note that Work shall not start unless a schedule has been submitted and accepted by the Engineer. The schedule shall be prepared and submitted using either Microsoft Project or Primavera P6, or similar software acceptable to the City.

The Contractor must field verify (USA) all existing utilities and shall submit the report to the Engineer prior to beginning any Work at each site. After the construction, the Contractor shall remove all USA markings SP - 3
within the curb and sidewalk area from the residential streets. Removal shall be to a standard of what was existing prior to markings or better.

The Work shall be performed in conformance with the phases of construction shown on the Contractor's Traffic Control Plan and Stage Construction Plan as approved by the Engineer. At the discretion of the Engineer non conflicting Work in subsequent phases may proceed concurrently with Work in preceding phases.

The Contractor shall place and maintain Best Management Practices (BMP) in compliance with the Water Pollution Control Plan, the BMP’s shall remain in place until Work is completed.

General order of Work shall be as follows:

1. Materials submittal and ordering of all long lead time procurement items.

2. Prepare and submit WPCP, Stage Construction Plan, and Traffic Control Plan

3. Place and maintain erosion control Best Management Practices (BMP), the BMP’s shall remain in place until paving is completed.

4. Notify Underground Service Alert (USA) at (800) 642-2444 at least seventy-two (72) hours in advance of beginning Work on the Project

5. Locate all underground utilities and protect-in-place

6. Place Traffic Control plan and Changeable Message Sign (CMS)

7. Place temporary striping for all stages of Work

8. Complete Work per Contractor’s stage construction plans After paving the roadway and before the roadway is opened for use by the public, the Contractor shall place temporary pavement delineation.

Permanent pavement delineation shall be installed no later than fourteen (14) Calendar Days after paving.

Add to the end of section 5-1.09A:

The Department encourages the project team to exhaust the use of partnering in dispute resolution before you submit any potential claims.

Replace section 5-1.13E with:
5-1.13E Prompt Payment
Section 5-1.13E applies to all contracts.

Pay your subcontractors within 7 days of receipt of each progress payment under Pub Cont Code §§ 10262 and 10262.5. Pay other entities, such as material suppliers, within 30 days of receipt of each progress payment.

Each month, after the 15th and prior to 20th, submit the following payment information through the Department’s prompt payment monitoring system at https://caltrans.dbesystem.com:

1. Subcontractor’s or entity’s business name

2. Description of work performed

2.1. Bid item numbers or change order numbers

2.2. Written narrative of work performed

3. Value of work performed

4. Amount paid to subcontractor or entity

5. Withhold amount, if applicable

6. Explanation of withhold reasoning, if applicable
Your subcontractors and other entities may validate payments received using the prompt payment monitoring system.

SP - 4
If a subcontractor’s or other entity’s work is in dispute, provide a written withhold notification to the subcontractor or entity and the Engineer no later than 7 days after receipt of the corresponding progress payment that includes the following:

1. Value of the disputed work

2. Amount of the withhold being taken

3. Bid item numbers or change order numbers associated with the disputed work

4. Explanation of the deficiencies of the disputed work and how the corresponding value was calculated

5. Corrective actions to be taken for release of withheld amount The Department may request additional documentation from you to evaluate whether you applied the withhold in good faith.

If the Department determines your withhold was not applied in good faith or that you failed to submit the required withhold notification, the Department may withhold the same amount from your future progress pay estimate. The Department may also apply a 2 percent penalty on the withhold amount for every month payment is not made.

Add to the end of section 5-1.20A:

During the progress of the work under this Contract, work under the following contracts may be in progress at or near the job site of this Contract:

Coincident or Adjacent Contracts
Contract no. County–Route–Post Mile Location Type of work Coordinate lane closures and traffic handling with the Engineer and with contractors of coincident or adjacent projects. Potential conflicts may not be limited to the contracts listed above.

Replace section 5-1.26 with:
5-1.26A Summary
Section 5-1.26 includes specifications for furnishing and setting construction stakes and marks.

Conform to Chapter 12, Construction Surveys, of the Caltrans publication entitled, "Surveys Manuel," except as amended below.
5-1.26B Action Submittals
Section 5-1.26 includes specifications for furnishing and setting construction stakes and marks.

Before starting any survey work, submit for Engineer's approval the proposed procedures, methods, equipment, and typical stake markings to be used.

Upon completion of the construction staking and prior to acceptance of the contract, submit all computations, survey notes, and other data used to accomplish the work. 5-1.26C Materials
Stakes must be wooden hubs with sufficient length to assure solid embedment in the grounds. Use nails only when setting points on existing pavement.
5-1.26D Construction
SP - 5
You are responsible to provide all surveys at your cost to control the lines, elevations, and dimensions of the work in conformance with the plans. Any deviations from the lines, elevation, and dimensions shown on the plans must receive prior approval from the Engineer.

You are responsible for the accuracy of your own layout work and you are liable for the preservation of all established lines, grades, and layout points.

Furnish and set construction stakes and marks required for the completion of the work. Set stakes with the accuracy adequate to assure that the completed work conforms to the lines, grades, and sections shown on the plans. Remove construction stakes when no longer needed.

Set hubs using total stationing. Horizontal tolerances must be within the tolerances specified in the Caltrans Survey Manual.

Set grades stakes at even 50-foot stations and at vertical and horizontal transition points.

Only use a level to establish the elevation of all hubs and points used for setting grades. Submit the required cut-sheets to the Engineer prior to starting any work for approval.

Coordinate with the City for Vertical Control Benchmark. If you destroy any of the survey control points, replace the control points at your cost. Notify the Engineer before replacing the control points. The Engineer will verify you work.

Make all computations necessary to establish the exact position of the work from control points. Maintain neat, legible, and accurate records of all computations, survey notes, and other records necessary to accomplish the work. Submit such records prior to beginning the work that requires their use.

All delay and costs due to the correcting of survey points found to be out of tolerance will be your responsibility.

Stakes damaged or destroyed by the public or your operations will be replaced at your expense. Submit all survey records to the Engineer for the project records.

Add to section 5-1.32:

The contractor shall submit a haul route.

The haul route must be utilized by all construction traffic. Any observed deviation from this route shall result in damages in the amount of $1,000 per occurrence. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
6 CONTROL OF MATERIALS
Replace section 6-1.03B with:
6-1.03B Submittals
6-1.03B(1) General
Not Used
6-1.03B(2) Work Plan
For local material, such as rock, gravel, earth, structure backfill, pervious backfill, imported borrow, and culvert bedding, obtained from a (1) noncommercial source, or (2) source not regulated under California jurisdiction, submit a local material plan for each material at least 60 days before placing the material. The local material plan must include:

1. Certification signed by you and an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State stating:

SP - 6
I am aware local material from a noncommercial source or a source not regulated under CA jurisdiction must be sampled and analyzed for pH and lead and may require sampling and analysis under section 6-1.03B(3) for other constituents of concern based on the land use history. I am aware that local material sources must not contain ADL at concentrations greater than 80 mg/kg total lead or equal to or greater than 5 mg/L soluble lead as determined by the Waste Extraction Test (WET) Procedures, 22 CA Code of Regs § 66261.24(a)(2) App II. I am aware that a maximum quantity of material may be excavated at the site based on the minimum number of samples taken before excavating at the site under section 6-1.03B(3).

2. Land use history of the local material location and surrounding property

3. Sampling protocol

4. Number of samples per volume of local material

5. QA and QC requirements and procedures

6. Qualifications of sampling personnel

7. Stockpile history

8. Name and address of the analytical laboratory that will perform the chemical analyses

9. Analyses that will be performed for lead and pH

10. Other analyses that will be performed for possible hazardous constituents based on:

10.1. Source property history

10.2. Land use adjacent to source property

10.3. Constituents of concern in the ground water basin where the job site is located The plan must be sealed and signed by an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State.

If the plan requires revisions, the Engineer provides comments. Submit a revised plan within 7 days of receiving comments. Allow 7 days for the review.
6-1.03B(3) Analytical Test Results
At least 15 days before placing local material, submit analytical test results for each local material obtained from a noncommercial source or a source not regulated under CA jurisdiction. The analytical test results must include:

1. Certification signed by an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State stating:

The analytical testing described in the local material plan has been performed. I performed a statistical analysis of the test results using the US EPA's ProUCL software with the applicable 95 percent upper confidence limit. I certify that the material from the local material source is suitable for unrestricted use at the job site, it has a pH above 5.0, does not contain soluble lead in concentrations equal to or greater than 5mg/l as determined by the Waste Extraction Test (WET) Procedures, 22 CA Code of Regs § 66261.24(a)(2) App II, does not contain lead in concentrations above 80 mg/kg total lead, is free from all other contaminants identified in the local material plan, and will comply with the job site's basin plan and water quality objectives of the RWQCB.

2. Chain of custody of samples

3. Analytical results no older than 1 year

4. Statistical analysis of the data using US EPA’s ProUCL software with a 95 percent upper confidence limit

5. Comparison of sample results to hazardous waste concentration thresholds and the RWQCB's basin plan requirements and water quality objectives for the job site location 6-1.03B(4) Sample and Analysis
Sample and analyze local material from a (1) noncommercial source or (2) a source not regulated under CA jurisdiction:

1. Before bringing the local material to the job site
SP - 7

2. As described in the local material plan

3. Under US EPA Test Methods for Evaluating Solid Waste, Physical/Chemical Methods (SW-846) The sample collection must be designed to generate a data set representative of the entire volume of proposed local material.

Before excavating at the (1) noncommercial material source or (2) a source not regulated under CA jurisdiction, collect the minimum number of samples and perform the minimum number of analytical tests for the corresponding maximum volume of local material as shown in the following table:

Minimum Number of Samples and Analytical Tests for Local Material Maximum volume of imported borrow
(cu yd) Minimum number of samples and analytical tests
< 5,000 8
5,000–10,000 12 for the first 5,000 cu yd plus 1 for each additional 1,000 cu yd or portion thereof
10,000–20,000 17 for the first 10,000 cu yd plus 1 for each additional 2,500 cu yd or portion thereof
20,000-40,000 21 for the first 20,000 cu yd plus 1 for each additional 5,000 cu yd or portion thereof
40,000–80,000 25 for the first 40,000 cu yd plus 1 for each additional 10,000 cu yd or portion thereof
> 80,000 29 for the first 80,000 cu yd plus 1 for each additional 20,000 cu yd or portion thereof
Do not collect composite samples or mix individual samples to form a composite sample.

Analyze the samples using the US EPA's ProUCL software with a 95 percent upper confidence limit. All chemical analysis must be performed by a laboratory certified by the SWRCB's Environmental Laboratory Accreditation Program (ELAP).

The analytical test results must demonstrate that the local material:

1. Is not a hazardous waste

2. Has a pH above 5.0

3. Has an average total lead concentration, based upon the 95 percent upper confidence limit, at or below 80 mg/kg

4. Is free of possible contaminants identified in the local material plan

5. Complies with the RWQCB's basin plan for the job site location 6 Complies with the RWQCB's water quality objectives for the job site location ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
Add to section 7-1.03:

The use of flaggers, barricades and construction signing shall comply with the current edition of the MUTCD and/or State of California Manual of Traffic Controls for "Construction and Maintenance Work Zones" or as required by the Engineer. All construction traffic control devices shall be in place and operational prior to beginning work or different phases throughout the contract.

Temporary lane closures will be allowed only during approved working hours. Contractor to provide at least one through lane in each direction for two-way traffic on all existing streets throughout the construction project unless otherwise identified in these Special Provisions or approved in writing by the Engineer. Refer to Chart No. 1 and exhibit below for City street closure and working hour restrictions.

SP - 8
Only work that does not require motorized vehicles or power equipment shall be allowed with prior written approval by the Engineer on state, federal and designated holidays and outside of the noted working hours. If work outside the times specified below becomes necessary, request authorization from the Engineer to perform work outside of these hours at least 10 working days in advance.

Chart No. 1
Location: Direction: Working Hours: Description:

Vernon & Atlantic Street 1Northeast 7:00 AM – 3:00 PM Hours for entire project duration. 2Southwest 9:00 AM – 5:00 PM Hours for entire project duration.

All directions (For
microsurfacing)
9:00 PM – 5:00 AM Hours are only for two (2) allowable
night shifts for microsurfacing work.

Contractor to coordinate schedule
with downtown businesses and
events.
3All directions (For
digouts and loops)
9:00 PM – 5:00 AM Hours are only for five (5) allowable night shifts for digout and loop
operations. Contractor to coordinate
schedule with downtown businesses
and events.

Intersection of Vernon
and Lincoln Street
9:00 PM – 5:00 AM Hours are for red flash operations at intersection, with approval from the
Engineer.
1Northeast Direction: One (1) thru lane must be maintained at all times on Vernon/Atlantic Street, from Lincoln Street to Yosemite Street. Intersecting streets must maintain access. Refer to exhibit below. 2Southwest Direction: One (1) thru lane to be maintained at all times on Atlantic Street, from Yosemite Street to just north of Brittain Street. With approval from the Engineer, Vernon Street may be closed from just north of Brittain Street to Jefferson Street in southwest direction. Southwest direction to be detoured through Atlantic Street. Refer to exhibit below.
3All Directions: With approval from the Engineer, Vernon Street may be closed from Lincoln Street to Almond Street for a one-way reversing traffic control lane closure for microsurfacing, digout, and loop operations. One (1) thru lane to be maintained for use by both directions of traffic with flaggers in place.

SP - 9
Contractor shall be responsible for informing the public of the traffic conditions existing within the construction area at all times by placement of appropriate warning and advisory signs. You shall provide and maintain all traffic control and safety items. You will provide flaggers as required and you will be responsible for the entire cost of flaggers. You will assume the sole and complete responsibility for job and site conditions during the course of construction, including safety of all persons and property. This requirement shall apply continuously 24 hours/day and shall not be limited to normal working hours.

The Contractor shall cooperate, keep current and notify the local police, City public information, public works and fire departments, ambulance services, post office, and trash collectors of his/her construction operation and traffic control changes at least three (3) working days before work is to begin or traffic changes are made. The Contractor shall cooperate with local authorities relative to handling traffic through the area and shall make his own arrangements in keeping the working area clear of parked vehicles.

Unless otherwise approved by the Engineer, or as described in Chart No. 1, a minimum of one through lane in each direction, not less than 11’ wide, shall be maintained at all times on all roads within the construction limits. You shall submit a traffic control plan to the Engineer for acceptance. The traffic control plan shall include the anticipated limits and time required if City street closures are necessary as described in Chart No. 1. The City requires a minimum review period of seven (7) days for Traffic Control Plans. The Contractor cannot begin any work until the Traffic Control Plan has been accepted by the City and the Contractor has notified adjacent businesses of the work and anticipated road closure and impacts. Portable changeable message signs shall be used for prior notifications of road/parking area closures.

The minimum traveled way described above shall be open for use by public traffic on Saturdays, Sundays, designated holidays, after 4:00 p.m. on Fridays and the day preceding designated holidays, and when construction operations are not actively in progress. Designated holidays are listed in Section 5-

1.01 of these Special Provisions.

Whenever vehicles or equipment are parked within a traffic lane, the shoulder area shall be closed with fluorescent traffic cones or portable delineators; placed on a taper in advance of the parked vehicles or equipment and along the edge of the pavement at 25-foot intervals to a point not less than 25 feet past the last vehicle or piece of equipment. A minimum of 9 cones or portable delineators shall be used for the SP - 10
taper. A C23 (Road Work Ahead) or a C24 (Shoulder Work Ahead) sign shall be mounted on a telescoping flag tree with flags. The flag tree shall be placed in a location approved by the Engineer.

Minor deviations from the requirements of this section and these Special Provisions concerning hours of work which do not significantly change the cost of the work may be permitted upon your written request, if in the opinion of the Engineer public traffic will be better served and the work expedited. Such deviations shall not be adopted until the Engineer has indicated his written approval. All other modifications will be made by contract change order.

You shall notify local residents and businesses 72 hours prior to cutting off their access for periods in excess of 2 hours. Notice must be given in writing two days prior to cutting off access and verbally the evening prior to cutting of access. For businesses that only have one primary driveway for access, you will coordinate the work to always maintain access to their driveway or develop an alternative access point for them. You will need to get in writing an approval from the business to modify their driveway location and provide that to the Engineer 72 hours prior to modifying the driveway. If two driveways access a single business, one of those driveways shall always remain accessible.

Personal vehicles of your employees shall not be parked on the traveled way or shoulders, including any section closed to public traffic. No equipment will be allowed to be parked within any traffic lane or median after work hours.

You shall notify the Engineer of your intent to begin work at least 3 working days before work begins. You shall cooperate with local authorities relative to handling traffic through the work area and shall make your own arrangements to keep the working area clear of parked vehicles.

Three days prior to implementing any City approved road or lane closures, the Contractor shall notify the Engineer. The Contractor shall notify the Engineer at a minimum of seventy-two (72) hours in advance of any revisions to the road or lane closure schedules.

Portable Changeable Message Signs (PCMS) shall be placed at the locations identified below, as approved by the Engineer, and required by your Traffic Control Plans:

1. Vernon Street in the Eastbound direction

2. Atlantic Street in the Westbound direction

3. Folsom Road in the Northbound direction
Actual locations for the PCMS shall be placed as directed by the Engineer in the field.

PCMSs shall be placed at least fourteen (14) days prior to the start of construction and shall remain in place for the duration of the project. PCMSs shall not be removed without approval from the Engineer.

Payment for Portable Changeable Message Signs is to be included in the payment item for Traffic Control and no additional payments will be made to you for Portable Changeable Message Signs. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
8 PROSECUTION AND PROGRESS
Replace paragraphs of section 8-1.04B with:

The Contractor shall begin work no later than 15 calendar days after receiving the "Notice to Proceed" letter executed by the Director of Public Works or authorized staff representing the City of Roseville.

This work shall be diligently prosecuted to completion before the expiration of 100 Working Days beginning on the fifteenth calendar day after receiving the "Notice to Proceed" letter. Completion of Punch List items is included in the 100 Working Days.

A preconstruction meeting shall be held between you and the Engineer for the purpose of discussing the scope of work, contract drawings, specifications, existing conditions, materials to be tested, equipment to SP - 11
be used, and all essential matters pertaining to the prosecution and the satisfactory completion of the project as required. Your representative at this conference shall include all major superintendents for the work and may include major subcontractors and material suppliers.

You shall be responsible to coordinate utilities relocations within the project area. Coordination of utilities within the project limits, including relocations and maintenance of existing facilities shall be confirmed in writing by utility representatives and you prior to the preconstruction meeting or within five (5) working days after the preconstruction meeting.

Add to section 8-1.05:

Contract time of 100 Working Days does not include the plant establishment period.

Add to section 8-1.10:

The Contractor shall pay to the City of Roseville the sum of $4.000.00 per day, each and every calendar day’s delay in finishing the work (regardless of weather conditions) in excess of the number of working days to complete the entire project. Any payment made after the completion date shall not be construed as a waiver of liquidated damages.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
9 PAYMENT
Add to the beginning of section 9-1.00:

The Contractor shall furnish to the Engineer a cost break-down and schedule of values as specified in these Special Provisions and the State Standard Specifications.

Add to the end of section 9-1.02:

Payment for all work bid at a price per unit of measurement will be based upon actual quantities of work as measured upon completion unless otherwise noted. The City does not expressly or by implication agree that the actual amount of work or materials of any class will correspond to the estimated quantities given in the proposal.

The Contractor shall make no claim for anticipated profits, or loss of profit, for damages, or for any extra payment whatever because of any difference between the amount of work actually done or materials furnished and the estimated amount.

Replace the 1st paragraph of section 9-1.16A with:

Submit all requests for progress payments using the forms included in Appendix A:

1. Form CC 1: Progress Payment Request - This form is to be completed and signed by you and attached as a cover sheet to each request for payment. This form will be mandatory on all contract payment requests.

2. Form CC2: Progress Payment Request (Detail) - This form may be used by you to provide the detail required to verify the payment quantities. (City will accept your form if it provides the required information.)

3. Form CC3: Quantity Changes Verification Form - This form is required before any payment can be made based on actual quantities exceeding estimated quantities. At the conclusion of the project, the City will issue a "Balancing Change Order" incorporating all quantity increases and decreases in the contract item of work.

Add to section 9-1.17D(1):

The Contractor shall submit Form CC4: Final Release Form (see Appendix A). This form must accompany all requests for final payment.

SP - 12
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION II GENERAL CONSTRUCTION
10 GENERAL
Add to the end of section 10-1.02C(2):

You must protect all irrigation component or systems not identified on the plans to be removed or relocated. Irrigation components/systems to be relocated shall be done before performing any other construction activity in the area.

If you damage any irrigation component or system you will replace it to an equal or better condition at your cost.

Replace section 10-1.02C(3) with:

You must protect all existing landscaping, including trees, not identified on the plans to be removed.

If you damage any landscaping not identified to be removed, you will replace it at your cost.

Add section 10-1.02F:
10-1.02F Potholing for Utilities
It is recognized by you and the City that the locations of existing utilities as shown on the plans are approximate, their actual location is unknown. Recognition is given to the fact there may be additional existing utilities unknown to either party to the contract. Location of utilities, as shown on the drawings, represents the best information obtainable from utility maps and information furnished by the various agencies and companies involved. The City warrants neither the accuracy nor the extent of the actual utilities involved.

All existing utilities are to remain in service and operational during construction. All required relocation of existing facilities which interfere with the work shall be made by the owning agencies or as identified in these Special Provisions and plans.

Perform all operations necessary to excavate, expose, and verify the location of existing utility mains and laterals that may cross or be in conflict with the proposed facilities and at tie-in locations.

Notify Underground Service Alert (USA) at 1-800-642-2444 and all utility companies which have underground facilities within the limits of work 72 hours before beginning any excavation work.

Where a possible at-grade conflict with existing underground utilities appears on the plans, determine its location a minimum of 100 feet ahead of the work prior to trenching unless prior pothole information is shown. Grade and alignment changes must be made only if approved by the Engineer.

The horizontal and vertical locations shown for the existing underground utilities are approximate. It is your responsibility to locate all utility lines in the construction area prior to excavation. Any damage to existing utility, structure, or service, whether or not indicated on the plans must be repaired at your expense in a manner approved by the Engineer.

Submit a report for each pothole. The report must be typed and clearly drawn to show all necessary details, including:

1. Sketch showing the location, date, depth, conditions encountered, person in charge of potholing, and any other information requested by the Engineer

2. Utility and City Public Work person(s) notified
Do not proceed with excavation operations where underground utilities lie as shown on the plans or marked by USA until related potholing work has been completed to the satisfaction of the Engineer. Notify the Engineer of any potential conflicts with underground utilities.

SP - 13
Hand dig as necessary to protect existing utilities.

Notify the Engineer of conflicts in which there is less than two foot of separation between the existing and proposed utility.

Payment for potholing utilities is included in the payment for the various items of work involved.

Replace the paragraph in section 10-1.04 with:
10-1.04A General
Not Used
10-1.04B Preconstruction Conference
As requested by the Engineer, the Contractor and representatives of sub-contractors may be requested to attend a preconstruction meeting. Agenda and preparation and distribution of the meeting minutes must be per the requirements set forth by the Engineer. 10-1.04C Progress Meetings
Schedule appropriately throughout progress of work at weekly intervals, or at intervals determined by the Engineer.

Make arrangements for attendance of appropriate participants, including Subcontractors.

Progress Meeting Agenda must be determined by the Engineer and may include:

1. Review minutes of previous meetings

2. Review of Work in progress

3. Field observations, problems, and decisions

4. Identification of problems which impede progress

5. Review: Submittal schedule; status of submittals; off-site fabrication; delivery schedules; and progress schedule

6. Corrective measures to regain projected schedules, if any

7. Planned progress during succeeding work period; Contractor to provide a three-week “look-ahead” schedule at each meeting; coordination of projected progress; effect of proposed changes on progress schedule and coordination

8. Maintenance of quality and work standards

9. Other business relating to Work
10-1.04D Safety Meetings
Run weekly meetings and require attendance of construction crew and Subcontractors. Record minutes and distribute copies within two calendar days after meeting to participants, the Engineer, and those affected by decisions made.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
12 TEMPORARY TRAFFIC CONTROL
Add to the beginning of section 12-1.01A:

Nothing in these Special Provisions shall be construed as relieving the Contractor from the responsibilities specified in Section 7-1.03.

The Contractor shall be responsible for informing the public of the traffic conditions existing within the construction area at all times by placement of appropriate warning and advisory signs. The Contractor shall provide and maintain all traffic control and safety items. The Contractor assumes sole and complete responsibility for job and site conditions during the course of construction, including safety of all persons SP - 14
and property. This requirement shall apply continuously 24 hours/day and shall not be limited to normal working hours.

Replace the section 12-1.04 with:

The payment for furnishing flaggers is included in the payment for Traffic Control System.

Add to the end of section 12-1.05:

At the pre-construction meeting, the Contractor shall submit a traffic control plan showing traffic control measures and/or, if approved, detours for vehicles and pedestrians affected by the construction work. A minimum of five (5) working days will be required to review and provide the Contractor with comments on the plan. The Contractor shall revise the plan per the City's comments until the plan is accepted by the Engineer. The Contractor will not be allowed to begin work until the Engineer has accepted the traffic control plan.

The Traffic Control Plan shall cover all stages of work, per site, and include (but not limited to) the following information and detail: (1) Street closures and detours including pedestrian access and detours; (2) construction, warning, detour and restriction signs, including "No Parking", “Loose Gravel”, “Construction Area Speed limit Signs,” and “Bump Ahead” signs; (3) temporary striping and pavement markers; (4) barricades; (5) flashing arrow signs; (6) lighted message boards; (7) portable delineators; (8) traffic barrels/channelizers; (9) lights, flares, flaggers, spacings, and taper lengths; (10) temporary railing (Type K) and crash cushions; (11) temporary pavement.

A copy of the accepted Traffic Control Plan must be kept at the job site at all times, including SubContractors.

The Contractor will be responsible for notifying residents and businesses of the proposed construction.

Notifications shall be distributed to residents and businesses within a 300 foot radius of the job limits, including residents and businesses located on streets adjacent to the construction.

Notifications to affected residents and businesses within the Project area shall consist of two (2) phases.

The first phase notifies the affected residents and businesses of the upcoming construction through the use of “door hanger” type formatted notifications. The notification shall state the street name, the working hours, and the anticipated begin and completion dates for each street. The Contractor shall distribute the door hanger notifications a minimum of 5 (five) working days in advance of the work. The City will provide a digital copy of “door hanger” for use by the Contractor.

Notifications shall be tucked neatly in doorjambs, handles, or partially under mats. Notifications shall not be glued, stapled, tacked, or otherwise attached to property. The Contractor shall take care to stay on designated walkways during delivery of notifications and be polite to citizens encountered.

The second phase consists of the Contractor posting “No Parking” signs on barricades 72 hours prior to the work. The “No Parking” signs shall also include the exact working day that the resurfacing and/or other work requiring "No Parking" signs will take place. A warning indicating that vehicles will be towed away at the owner’s expense shall also be included on the “No Parking” signs. In addition, the Contractor shall make available a 24-hour telephone number in case of emergencies and/or problems and shall post the telephone number on the “No Parking” signs. At the pre-construction meeting, Contractor shall submit to the Engineer a sample “No Parking” sign for acceptance. The Contractor shall be responsible for placing temporary “No Parking” signs in advance of any construction activity. Barricades shall be placed a maximum of 100 feet apart, on both sides of the affected street. (Not required for streets already marked “No Parking”).

The Contractor shall be responsible for placing “Construction Speed Limit” signs on both sides of the affected street one (1) hour prior to the Street being opened to traffic. The speed limit for the “Construction Speed Limit” signs cannot be reduced more than 10 mph below the posted speed. At the pre-construction meeting, Contractor shall submit to the Engineer a sample “Construction Speed Limit” SP - 15
sign for acceptance. Signs shall be placed a maximum of 500 feet apart, on both sides of the affected street.

Emergency access to driveways, intersections, and residential streets shall be maintained at all times. If vehicles are parked in the working area, the Contractor shall not attempt to move the vehicle. The Contractor shall notify the Engineer immediately, and the Engineer shall make proper arrangements to remove the vehicle.

Lane and street closure shall not be allowed without proper advance warning devices and signing in conformance with the State Standard Specifications and these Special Provisions.

Full compensation for complying with the above requirements shall be considered as included in the contract lump sum price paid for Traffic Control System and no additional compensation will be allowed.

Replace section 12-3.11D with:

Payment for construction area signs is included in the payment for Traffic Control System.

Add to the end of section 12-3.32B:

The PCMSs must be controlled either locally or remotely by a dedicated controller or computer.

Authorized users must be able to both locally and remotely override motorist information messages.

The general system functions of the PCMSs must be capable of:

1. Preventing any unauthorized users or systems from gaining access to the PCMSs through an industry authentication and encryption standard level of security.

2. Providing current operational status locally and remotely. Operational status must include current messages, communications system, and power status.

3. Delivering notifications either by telephone, voice, or text messages to alert support staff of trouble conditions.

4. Generating trouble alerts for conditions such as (1) low roadside equipment power or voltage, (2) system communications failure.

5. Measuring periodically and automatically the power levels of all equipment. Alert support staff, locally and remotely via a telephone message, in time to provide supplemental power before the system ceases to operate.

6. Displaying preprogrammed messages based on the time of day and day of week.

Add to the beginning of the RSS for section 12-3.32C:

Place PCMSs as dictated in Section 7 of these Special Provisions and as authorized by the Engineer.

Replace Not Used in section 12-3.32D with:

Payment for portable changeable message signs is included in the payment for Traffic Control System.

Add to section 12-4.01A:

When work is performed within 200’ of an intersection, the Contractor shall request that the traffic signal be placed in red flash. This shall apply to all intersections with the exception of the intersection at Atlantic Street and Yosemite Street, which will not be permitted to be placed in red flash at any time. The Contractor shall submit a Red Flash Request form at minimum 72 hours in advance of the date of work to the Resident Engineer and the City Traffic Engineering Team. Requests placed after 4:30pm shall be considered as placed 8:00am the following business day. The Red Flash Request Form is included in the City of Roseville Construction Standards. If no work is being performed with an intersection, the Contractor shall inform a City representative so the signal will be restored to normal operations. The SP - 16
intent is that the traffic signal is placed in Red Flash when lanes will be taken approaching and at the intersection and when work will occur within the limit lines.

At all intersections, the Contractor shall provide a minimum of 2 flaggers per intersection while the intersections are in red flash, or as determined by the Engineer.

The Contractor shall diligently progress with operations within signalized intersections and communicate with the Engineer for restoring signalized intersections to normal operations once the Contractor’s operations are complete within the limits of signalized intersections.

Replace section 12-4.02C(3)(d) with:
12-4.02C(3)(d) City Street Closure Requirements
With approval from the Engineer, the Contractor may close portions of Vernon Street as described and shown on Chart No. 1 and exhibit below.

Replace section 12-4.02C(3)(m) with:
12-4.02C(3)(m) City Street Closure Hour Charts and City Street Lane Requirement Charts Comply with the requirements for a City Street Closure and Working Hours shown in the following chart:

Chart No. 1
Location: Direction: Working Hours: Description:

Vernon & Atlantic Street 1Northeast 7:00 AM – 3:00 PM Hours for entire project duration. 2Southwest 9:00 AM – 5:00 PM Hours for entire project duration.

All directions (For
microsurfacing)
9:00 PM – 5:00 AM Hours are only for two (2) allowable
night shifts for microsurfacing work.

SP - 17
Add between the 1st and 2nd paragraphs of section 12-4.04C:

A pedestrian facility closure on the same side of the roadway is limited to no more than 1 block. When working on one side of the roadway, the pedestrian facility on opposite side of the roadway within the same block must be open for a sufficient pedestrian detour. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
13 WATER POLLUTION CONTROL
Add to section 13-1.04:

Submit a Water Pollution Control Lump Sum Cost Break-Down which itemizes the contract lump sum for water pollution control work. Use the Water Pollution Control Lump Sum Cost Break-Down provided in this section as the basis for the cost break-down. Use the Water Pollution Control Lump Sum Cost BreakDown to identify items, quantities and values for water pollution control work, including Temporary Water Pollution Control Practices. You are responsible for the accuracy of the quantities and values used in the cost break-down submitted. Partial payment for the item of water pollution control will not be made until the Water Pollution Control Cost Break-Down is approved by the Engineer.

Line items indicated in the Water Pollution Control Lump Sum Cost Break-Down in this section with a specified Estimated Quantity must be considered "Project-Specific Minimum Requirements." Incorporate Project-Specific Minimum Requirements with Contractor-designated quantities and values into the Water Pollution Control Lump Sum Cost Break-Down.

Line items indicated in the Water Pollution Control Lump Sum Cost Break-Down in this section without a specified Estimated Quantity must be considered by the Contractor for selection to meet the applicable "Minimum Requirements" as defined in the Manuals, or for other water pollution control work as identified in the "Construction Site BMPs Consideration Checklist" presented in the Preparation Manual. Refer to SP - 18
the Downtown Roseville Specific Plan Mitigation Monitoring Program in Appendix D for the applicable measures for the project. In the Water Pollution Control Cost Break-Down, list only those water pollution control practices selected for the project, including quantities and values required to complete the work for those items.

The sum of the amounts for the items of work listed in the Water Pollution Control Cost Break-Down must be equal to the contract lump sum price bid for water pollution control. Overhead and profit must be included in the individual items listed in the cost break-down.

Adjustments in the items of work and quantities listed in the approved cost break-down must be made when required to address amendments to the WPCP, except when the adjusted items are paid for as extra work.

No adjustment in compensation will be made to the contract lump sum price paid for water pollution control due to differences between the quantities shown in the approved cost break-down and the quantities required to complete the work as shown on the approved WPCP. No adjustment in compensation will be made for ordered changes to correct WPCP work resulting from your own operations or from your negligence.

At the Engineer’s discretion, the approved cost break-down may be used to determine partial payments during the progress of the work and as the basis of calculating the adjustment in compensation for the item or items of work due to changes ordered by the Engineer. When an ordered change increases or decreases the quantities of an approved cost break-down, the adjustment in compensation may be determined, at the Engineer’s discretion, in the same manner specified for increases and decreases in the quantity of a contract item of work in section 9-1.06.

At your request and approved by the Engineer, changes to the water pollution control practices listed in the approved cost break-down, including addition of new water pollution control practices, will be allowed.

Changes must be included in the approved amendment of the WPCP. If the requested changes result in a net cost increase to the lump sum price for water pollution control, an adjustment in compensation will be made without change to the water pollution control item. The net cost increase to the water pollution control item will be paid for as extra work as provided in section 4-1.05.

Payment for maintaining, removing and disposing construction site best management practices is included in the payment for water pollution control.

SP - 19

WATER POLLUTION CONTROL LUMP SUM COST BREAK-DOWN

ITEM ITEM DESCRIPTION UNIT ESTIMATED

QUANTITY VALUE AMOUNT
Soil Stabilization
SS-1 Scheduling
SS-2
Preservation of
Property/Preservation of
Existing Vegetation
SS-3
Temporary Hydraulic Mulch
(Bonded Stabilized Fiber
Matrix)
SS-6
Temporary Erosion Control
(Straw Mulch with Stabilizing
Emulsion)
SS-7 Temporary Erosion Control
Blanket (On Slope)
SS-7 Temporary Erosion Control
Blanket (In Swale or Ditch)
SS-7 Temporary Cover (Geotextiles
and Mats)
SS-9 Earth Dikes/Drainage Swales
& Lined Ditches
SS-10 Outlet Protection/Velocity
Dissipation Devices
SS-12 Streambank Stabilization
Sediment Control
SC-1 Temporary Silt Fence
SC-4 Temporary Check Dam
SC-5 Fiber Rolls
SC-7 Street Sweeping
SC-10 Storm Drain Inlet Protection
Tracking Control
TC-1 Temporary Construction
Entrance
Wind Erosion Control
WE-1 Wind Erosion Control
TOTAL
SP - 20
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
15 EXISTING FACILITIES
Replace the first paragraph of section 15-1.03B with:

Where concrete is described to be removed, remove the concrete to the bottom of the proposed improvements.

Add to section 15-1.03B:

Section 15-1.03B includes specifications for removing concrete curb, curb and gutter, sidewalk, curb ramp, and pedestrian ramps. Additionally, follow Section 73-10 for the removal of curbs and sidewalks.

Delete the 7th and 8th paragraph of section 15-1.03B
Replace section 15-1.03D with:
15-1.03D ABANDON PIPE
Abandon pipes in place as shown on the plans. Pipes to be abandoned shall be plugged with concrete on either end and filled with controlled low-strength material or slurry cement that comply with City Construction Standard 101-8A.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION III EARTHWORK AND LANDSCAPE
17 GENERAL
Add to the end of section 17-2.03D:

Surplus materials resulting from clearing and grubbing not to be reused in the project or salvaged to the City shall become the property of the Contractor unless otherwise specified, and he or she shall dispose of surplus materials off the City rights-of-way and easements. The disposal of such materials shall conform to all local ordinances and regulations of the City of Roseville. All costs, charges and fees associated with such disposal shall be borne by the Contractor. Surplus materials are not to be confused with salvaged materials, which shall remain the property of the City and shall be delivered to the City at no extra charge.

Replace the section 17-2.04 with:

All tree removal and root ball removal is considered clearing and grubbing and is included in the payment for "Clearing and Grubbing".
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
SP - 21
19 EARTHWORK
Add to end of section 19-1.01A
The Contractor shall perform all excavation required for the complete project, to the lines and grades as shown on the Project Plans, as described in these Special Provisions, and as directed by the Engineer.

Replace section 19-1.03B with:

Should unsuitable material be encountered which, in the opinion of the Engineer, cannot be stabilized, the Contractor shall remove the unsuitable material to the dimensions and limits directed by the Engineer. The Contractor shall use extra care in excavating unsuitable materials so as not to aggravate the conditions. If, in the opinion of the Engineer, the Contractor’s methods and equipment are increasing the amount of unsuitable materials to be excavated, the Engineer will require the Contractor to take necessary steps to correct the situation. Should the problem continue, the Contractor shall pay all costs beginning from the time correction steps were last implemented.

Excavate and dispose of unsuitable material encountered below the natural ground surface in embankment areas or below the grading plane in excavation areas as ordered.

When unsuitable material is removed and disposed of, the resulting space shall be filled with material suitable for the planned use. Place and compact suitable material under section 19-5 of the State Standard Specifications. Unsuitable materials shall be removed from the job site and not incorporated into embankments.

Typical treatment for unsuitable base will include excavation of 12 inches of material, placement of Tensar BX1200 Geogrid or equal, and placement of Class II Aggregate Base.

The estimated quantity for “Unsuitable Material” is for bidding purposes only and an estimated 50 cubic yards has been included. The quantity can be extended, reduced, or deleted at the discretion of the Engineer, with no change in the unit bid price. If unsuitable material is discovered, the Contractor will notify the Engineer for approval of excavation and backfill. If the Engineer does not approve that the material is unsuitable prior to excavation and backfill, the Contractor will be responsible for the cost of excavation and backfill.

Payment for Unsuitable Material shall include full compensation for furnishing all labor, materials, tools, equipment, excavation, backfill, geogrid, aggregate base, compaction, removal and incidentals, and for doing all work involved in removing and replacing Unsuitable Material, complete in place, as shown on the plans, as specified in the City of Roseville Design and Construction Standards, the State Standard Specifications and these special provisions and as directed by the Engineer.

Add the end of section 19-2.03A:

Excavated material not reused shall be disposed of in accordance with the provisions of Section 7-1.13, “Disposal of Material Outside the Highway Right of Way” and 16-1.04 “Removal and disposal of Materials”, of the State Standard Specifications.

The Contractor shall do all excavation of whatever substance is encountered to the lines and grades shown on the plans. All material suitable for use as backfill shall be piled in an orderly manner a sufficient distance from the side of the excavation to avoid overloading and to prevent sliding into the excavation. The Contractor shall do such grading as is necessary to prevent surface water from entering the excavation.

Excavations adjacent to the existing roadway shall be closed at the end of each day’s work. At the option of the Contractor, steel cover plates may be used at the end of each workday to cover excavations not backfilled adjacent to the roadway.

Excess excavated material suitable for use elsewhere in the construction may be reused therein. All surplus or unsuitable material shall become the property of the Contractor and shall be removed from the job site to a predetermined disposal site at the Contractor’s expense.

The Contractor shall remove and dispose of all water entering excavations. Disposal of water shall be done in a manner to prevent damage or nuisance to adjacent properties.

SP - 22
Existing asphalt concrete pavement that is to remain intact shall be saw cut in a neat, straight, parallel line.

All pavements damaged during the work shall be cut out in a rectangular pattern and removed and paved.

The maximum lift of backfill material shall depend upon the type of backfill material, relative compaction required, and proposed compaction method to be used, but in no case shall the loose lift thickness of any material exceed 8 inches.

Add section 19-2.03I:
19-2.03I Hazardous Material Disposition
During the course of trenching, grading, grinding, or other excavation, should potentially hazardous materials or other questionable materials be encountered, the Engineer shall be contacted immediately. The Contractor shall mark the site. The City will respond within 24 hours to investigate the site and render an opinion on the questionable materials regarding future action at the site. The intent is to minimize schedule delays to the construction.

The City will be responsible for delineating any required exclusions zones, removing and containerizing questionable material, as well as monitoring the work site for compliance with applicable health and safety compliance.

Removed material will be contained in drums, or drop boxes, depending on the volume, and temporarily staged within the fenced area behind the existing building located at the west side of the parking lot. The staging duration will only be long enough to obtain analytical laboratory results and confirm disposition instructions on the material. For each discovery, it is anticipated the material will be staged for less than 30 days.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
20 LANDSCAPE
Add to section 20-1.01A:

Landscape work must comply with provisions in the latest version of City of Roseville's Parks Construction Standards and Supplement.

Notify the Engineer not less than 72 hours prior to requiring initial access to the existing irrigation controllers. When the Engineer determines that access to the controllers is required at other times, arrangements will be made to provide this access.

Add to section 20-1.01C:

Submit a cost break-down for the contract lump sum items of planting and irrigation system. Cost break-down tables must be submitted to the Engineer for approval within 10 working days after the contract has been approved. Cost break-down tables will be approved, in writing, by the Engineer before any partial payment will be made for the applicable items of planting and irrigation system involved.

Cost break-downs must be completed and furnished in the format shown in the samples of the cost break-downs included in this section. Line item descriptions of work shown in the samples are the minimum to be submitted. You may designate additional line item descriptions of work. If you designate additional line item descriptions of work, the quantity, value and amount for those line items must be completed in the same manner as for the unit descriptions shown in the samples. The line items and quantities given in the samples are to show the manner of preparing the cost break-downs.

Determine the quantities required to complete the work shown on the plans. The quantities and their values must be included in the cost break-downs submitted to the Engineer for approval. You are responsible for the accuracy of the quantities and values used in the cost break-downs submitted for approval.

SP - 23
The sum of the amounts for the line items of work listed in each cost break-down table for planting and for irrigation system work must be equal to the contract lump sum price bid for Planting and Irrigation System, respectively. Overhead and profit must be included in each individual line item of work listed in a cost break-down table.

No adjustment in compensation will be made in the contract lump sum prices paid for planting and irrigation system due to differences between the quantities shown in the cost break-downs you submit and the quantities required to complete the work as shown on the plans and as specified in these special provisions.

Individual line item values in the approved cost break-down tables will be used to determine partial payments during the progress of the work and as the basis for calculating an adjustment in compensation for the contract lump sum items of planting and irrigation system due to changes in line items of work ordered by the Engineer. When the total of ordered changes to line items of work increases or decreases the lump sum price bid for Planting and Irrigation System by more than 25 percent, the adjustment in compensation for the applicable lump sum item will be determined in the same manner specified for increases and decreases in the total pay quantity of an item of work in Section 4-1.05.

PLANTING COST BREAK-DOWN (SAMPLE)

UNIT DESCRIPTION UNIT

APPROXIMATE

QUANTITY VALUE AMOUNT
Trees, 24” box EA
Shrubs and Groundcover, 1 Gal. EA
Root Barrier LF
Mulch CY
Soil Prep and Fine Grading LS
Import Top Soil CY
Plant Establishment MO
TOTAL ____________________

IRRIGATION SYSTEM COST BREAK-DOWN (SAMPLE)

UNIT DESCRIPTION UNIT

APPROXIMATE

QUANTITY VALUE AMOUNT
Irrigation Point of Connection
LS
Mainline, Sch 40, 1 ½” Size
LF
Irrigation Sleeve
LF
Gate Valve
EA
Remote Control Valve
EA
Drip Control Valve
EA
Tree Bubblers System
EA
Drip Irrigation System
LS
Control Wire
LF
Connect to Turf Irrigation
LS
Bore and Sleeve Irrigation Control Wire
LF
SP - 24
Add to section 20-1.01D(1):

Do not apply pesticides before approval from the Engineer. Delete edits to section 20-1.01D(2) in the RSS and replace the 1st paragraph of section 20-1.01D(2) with:

The Engineer performs a progress inspection at:

1. During pressure testing of the pipelines on the supply side of control valves.

2. Before planting begins and after completion of the work specified for planting in Section 20-3.02C(2).

3. Before plant establishment work begins and after completion of the work specified for planting in Section 20-3.

4. At intervals of one month during the plant establishment period.

Add to section 20-1.02C:

Pesticide used must be limited to the following materials:

1. Aminopyralid

2. Diquat

3. Dithiopyr

4. Clopyralid MEA

5. Fluazifop-P-Butyl

6. Flumioxazin

7. Glyphosate

8. Imazapyr

9. Isoxaben (Preemergent)

10. Oryzalin (Preemergent)

11. Oxyfluorfen (Non-odor type)

12. Pendimethalin (Preemergent)

13. Prodiamine (Preemergent)

14. Sethoxydim

15. Melfluidide (Growth regulator)
Add to section 20-1.03B:

Granular preemergent shall be limited to the following material:

1. Oxadiazon
A minimum of 100 days must elapse between applications of preemergent.

Granular preemergent must be applied prior to the application of mulch. Mulch applications must be completed in these areas on the same working day.

Glyphosate must be used to kill stolon type weeds.

TOTAL ____________________

SP - 25
Add to section 20-2.01A(3)(a)5:

5. City Standards: Install irrigation per the most current Standards including but not limited to:

5.1. City of Roseville Park Construction Standards

5.2 City of Roseville Design and Construction Standards

5.3 City of Roseville Electric Department Standard Specifications

5.4 Local, state and federal electrical codes, manuals and guidelines, and

5.5 Local, state and federal plumbing codes, manuals and guidelines Add to section 20-2.01A(4)(d):

Tests must demonstrate to the Engineer, through one complete cycle of the irrigation controllers in the automatic mode, that the associated automatic components of the irrigation systems operate properly. If automatic components of the irrigation systems fail a functional test, these components must be repaired at your expense and the testing repeated until satisfactory operation is obtained.

Associated automatic components must include, but not be limited to, remote control valve actuator systems and remote control valves.

Upon completion of work on an irrigation system, including correction of deficiencies and satisfactory functional tests for the systems involved, the plants to be planted in the area watered by the irrigation system may be planted provided the planting areas have been prepared as specified in these special provisions.

Add section 20-2.01A(4)(e)
Irrigation System Audit
Contractor shall coordinate and provide assistance of a certified irrigation auditor to complete the irrigation audit per City of Roseville Specifications. The Contractor shall schedule the audits once the irrigation system is 100% complete, including functionality of the irrigation controller. Provide a two week (14 day) notice for scheduling the audit. Contractor shall anticipate providing staff to assist auditor during the process, allow up to two (2) days at site.

Add section 20-2.01A(4)(f)
Establishment
A. Full automated utilization of the irrigation system shall be included as part of the maintenance of the project. See Section 329000: Planting for additional information.

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

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

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

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

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

SP - 26
C. The date of final acceptance by the City Council or the recordation of the property transfer shall signify the start date of the warranty period. Final acceptance shall include the project in total and will not segregate any specific item or trade included in the construction of the project.

Add Section 20-2.01A(4)(g):

Record Drawing
A. Contractor shall regularly update a print of the system and any changes made to the system throughout the project. Features below ground shall be indicated with at least two measurements from surface features such as walks, building, or sprinkler heads. All changes shall be recorded on this plan before trenches are backfilled. The record drawing shall be completed and submitted to the City before final payment shall be made for work installed.

B. The contractor shall furnish two complete color coded irrigation charts. Charts shall identify individual RCV sections with a different color for each RCV. Charts are to be presented on fully laminated 11”X17” As-Built plans.

Replace the section 20-2.01B(7) with:

Valve boxes shall be per City Standards.

Valve boxes must be precast concrete within paved areas and reinforced plastic in all other areas.

Covers for concrete valve boxes shall be concrete.

Covers for plastic valve boxes must be glass fiber reinforced plastic.

Valve boxes shall be labeled per City Standards.

Add to section 20-2.04A(1):

Low voltage, as used in in this section mean 36 V or less.

Allowance in bid for new irrigation control wires, 2- wire communication wire, and trenching shall be as indicated on the plans.

Add to section 20-2.04B:

Low voltage control and neutral conductors in pull boxes and valve boxes, at irrigation controller terminals, and at splices must be marked with adhesive cloth wrap-around markers.

Low voltage control and neutral conductors in pull boxes and valve boxes, at irrigation controller terminals, and at splices must be marked as follows:

1. Conductor terminations and splices must be marked with adhesive backed paper markers or adhesive cloth wrap-around markers, with clear, heat-shrinkable sleeves sealed over the markers.

2. Non-spliced conductors in pull boxes and valve boxes shall be marked with clip-on, "C" shaped, white extruded polyvinyl chloride sleeves. Marker sleeves shall have black, indented legends of uniform depth with transparent overlays over the legends and "chevron" cuts for alignment of 2 or more sleeves
Markers for the control conductors must be identified with the appropriate number or letter designations of irrigation controllers and station numbers. Markers for neutral conductors must be identified with the appropriate number or letter designations of the irrigation controllers.

New control and neutral conductors that are to replace existing control and neutral conductors must be the same size and color as the existing control and neutral conductors being connected to.

The color of low voltage neutral and control conductor insulation, except for the striped portions, must be homogeneous throughout the entire thickness of the insulation.

Insulation for conductors may be UL listed polyethylene conforming to UL44 test standards with a minimum insulation thickness of 41 mils for wire sizes 10AWG and smaller.

SP - 27
Add to section 20-2.08C(1)
Sleeves must extend 6 inches beyond paving. The ends of the sleeve must be capped until use.

Replace the section 20-2.10B(2) with:

Ball valves must be per City Standards.

Ball valves must be of the same size as the pipeline which the valves serve, unless otherwise noted on the plans.

Add to section 20-2.10C(2):

Section 20-2.10C(2) includes specifications for constructing electric remote control valves.

Electric remote control valves must be outfitted with adjustable pressure regulators as shown. Adjust the pressure regulators to provide proper operation of the irrigation system downstream of the electric remote control valves.

Fittings for irrigation sleeve must be per City of Roseville Parks Construction Standards.

Add to section 20-3.01A(3)(c):

Submit certificate stating quantity, type, and composition, weight and origin for all amendments and chemicals must be delivered to the City’s Representative before the material is used on the site.

Add to section 20-3.01A(4):

Request at least two working days in advance the following reviews prior to progressing with the work:

1. Completion of rough grading

2. Verification of amendment incorporation depths

3. Finish grade
Provide one-quart sample of proposed amendment to an approved agriculture-based lab. Do not deliver materials to the site until the City’s Representative approves the samples. Contractor is responsible for the testing costs.

Add to section 20-3.01B(3):

Organic Amendment must be nitrogen-treated fir bark conforming to:

1. Physical Properties: 95% - 100% passing, sieve size 6.35 mm (1/4 inch), 80%-100% passing, sieve size 2.38mm (No. 8, 8 mesh), and 0%-30% passing, sieve size 500 micron (no. 35, 32 mesh).

2. Chemical Properties: Nitrogen Content (dry weight basis), 0.4%-0.6% iron content, minimum 0.08% dilute acid soluble Fe on dry weight basis, soluble salts, maximum 3.5 millimhos/centime @ 25 degree C. as determined by saturation extract method; ash – 6.0%.

Add to section 20-3.01B(4)(a):

Fertilizer must be determined from soils analysis results. For purposes of bidding only, assume the use of 6-20-20 commercial fertilizer, 20-10-5 planting tablets by Agriform International Chemicals, Inc., and iron sulfate.

SP - 28
Add to section 20-3.01C(1):

Organic amendment and fertilizer incorporation: Materials determined from the soils test must be uniformly distributed throughout all irrigated planting areas and incorporated to a homogeneously blended soil depth of six inches. Assume per 1000 square feet:
6 cubic yards nitrogen stabilized organic
amendment
30 pounds commercial fertilizer (6-20-20)
10 pounds iron sulfate
Apply iron sulfate cautiously, and avoid contact with concrete, since permanent staining may result. Any such stained concrete must be replaced at your expense.

Plant pits must have their sides and bottoms loosened or otherwise broken to prevent glazed or compacted surfaces, and must be as shown on the planting detail.

Only un-amended soil must be used beneath the root ball; cultivate bottom of plant pit to improve porosity. Backfill around sides of rootball must be the amended soil taken from adjacent prepared areas.

Spread material excavated from plant pits onto adjacent areas as replacement. If additional back fill be necessary, a mixture of one-third organic amendment/fertilizer mix and two-thirds topsoil may be used.

All container plants shall receive plant tablets as follows:

One-gallon plants Two 21-gram tablets
Five-gallon plants Five 21-gram tablets
Fifteen-gallon plants Twelve 21-gram tablets
24 inch box trees Eighteen 21-gram tablets
Space the tablets evenly around the root ball halfway up backfill touching side of root ball. City’s Representative may require excavation of up to 5 percent of all plants selected at random for conformance review.

Finish grade all irrigated planting areas unless otherwise noted, and remove all rocks and clods over one cubic inch to a depth of one inch below finish grade. All areas must be smooth and uniformly graded.

Repair all erosion damage during the construction period.

Unless otherwise noted, all soil finish grades must be one inch below finish grade of walks, pavements, and curbs.

Add to section 20-3.02A:

Request the following reviews prior to progressing with the work:

1. Plant material approval

2. Plant layout

3. Finish grade

4. Substantial completion

5. Final completion
Replace Not Used in section 20-3.02B with:

Plant botanical names must conform to “Standardized Plant Names”, second edition, and secondly, “A Checklist of Woody Ornamental Plants of California”, Manual 32, University of California. All plants of each clone, species, and cultivar must be delivered to the site labeled with their full botanical names.

Every plant species must be labeled with no less than one label for every ten plants of a species.

Minimum quality of all plant material must conform to prevailing published specifications of the California Association of Nurserymen and the American Association of Nurserymen’s American Standard for Nursery Stock unless otherwise indicated. Additional specifications must be indicated on the drawings.

SP - 29
The quantities shown on the plant list and in labels are for the City’s Representative’s use and are not to be construed as the complete and accurate limits of the contract. Furnish and install all plants shown schematically on the drawings. Any unlabeled plants must be considered as the smaller size shown for that type on the drawings.

All container-grown stock must be grown in its container for at least six months prior to its planting.

Inspect all root systems on plant materials. Inspection must include, but not be limited to, checking for rootbound stock, encircling roots at the perimeter of the container, girdling roots at the top surface of the rootball, and other defective root conditions. Such inspections must include the complete removal of soil from one percent of plant material containers, or at least one plant from each nursery and each plant type. Cut defective or potentially defective girdling, rootbound, and encircling roots and spread the root system into the surrounding backfill. Any plant material, within one year following the final acceptance of the project, determined by the City’s Representative to be defective, restricted, declining or otherwise deficient due to abnormal root growth, must be replaced to the equal condition of adjacent plants at the time of replacement. Reject plants with excessively defective root systems.

All trees must have straight trunks of uniform taper, larger at the bottom. Trunks must be free of damaged bark, with all minor abrasions and cuts showing healing tissue. Sucker basal growth and sucker lateral growth must be removed and treated to eliminate re-sprouting. Normal lower side branching must remain.

Reject trees unable to stand upright without support.

Foliage roots and stems of all plants must be of vigorous health and normal habit of growth for its species. All plants must be free of all diseases, insect stages, burns, or disfiguring characteristics.

All plant material, within two years following the final acceptance of the project, determined by the City’s Representative to be untrue to the species, clone, and/or variety specified, must be replaced, to the equal condition of adjacent plants at the time of replacement.

Before planting operations commence all or a representative sampling of plant material will be reviewed at the site by the City’s Representative. Remove defective plants installed without such review from the site upon request by the City’s Representative and substitute acceptable plant in its place.

Add to section 20-3.02C(1):

Only those plants to be planted in any single day must be laid out. Locations of all plants must be reviewed prior to planting. Plants installed without this review will be transplanted as directed by the City’s Representative.

Maintain all plant material in a healthy growing condition prior to and during planting operations. You are responsible for vandalism, theft and damage to plant material until the commencement of the maintenance period.

Do not perform pruning without the specific approval of the City’s Representative. Plants pruned without approval must be replaced, if required.

Construct basins as necessary to water plants. Remove basins from all plants under a permanent irrigation system prior to final inspection and finish grade the planting area. Basins for plants to be handwatered must remain in place. Basin bottoms must drain to berm away from plant stem.

All trees must be staked as drawn with stakes driven securely into existing soil aligned with the trunk and perpendicular to the direction of the prevailing winds. A minimum of two figure-eight wire and rubber tree ties required per stake.

Remove all trash, excess soil and other debris after completion of all operations. All walks and pavement must be swept and washed clean, leaving the entire area in a neat, orderly condition.

Replace paragraphs 1 and 2 of section 20-4.01B:

Section 20-4 includes specifications for performing plant establishment work. The plant establishment period must not be less than 90 working days commencing from the date of substantial completion.

SP - 30
Substantial completion is deemed as the time all major plantings, including groundcover, are installed, and when all other work is satisfactorily completed (with the exception of minor items to be completed as noted upon a checklist compiled by the City’s Representative). The maintenance period will not commence until work is deemed substantially complete by the City’s Representative.

Add to section 20-4.02A:

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

1. Immediately replace all dead plants.

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

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

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

1. All plant replacements shall be completed.

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

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

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

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

1. All spray heads have been properly adjusted,

2. Dead plants have been replaced,

3. Planting areas have been weeded,

4. Walkways and paved areas have been swept and washed
C. Failure to complete any one or all of the above items may constitute non- performance of the final review and will require re-scheduling. In this case, the cost of the extended establishment period shall be at no additional cost to the City.

Add to section 20-10.02A(1):

Maintain existing irrigation facilities throughout the life of the contract. Before the start of maintaining existing irrigation facilities work, the facilities must be checked for proper operation, and repaired in conformance. Document the condition of existing irrigation facilities. Repair work ordered by the Engineer will be paid for as extra work per section 4-1.05.

Add to the end of 5th paragraph of section 20-10.02C(3):

During winter season, irrigation systems must be operated automatically a minimum of 2 minutes every 2 weeks.

Add to section 20-10.03A(1):

Maintain existing planted areas throughout the life of the contract.

Water existing plants per section 20-4.03G.

SP - 31
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION V SURFACINGS AND PAVEMENTS
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
37 SEAL COATS
Add to section 37-3.01B(2):

Aggregate for micro-surfacing must be Type II.

Replace section 37-3.03 with:
37-3.03 MICRO-SURFACINGS
37-3.03A General
37-3.03A(1) Summary
Section 37-3.03 includes specifications for applying micro-surfacings.

Applying a micro-surfacing shall consist of mixing a polymer modified, cationic micro-surfacing emulsion (MSE), aggregate, mineral filler, set-control additives, and water and spreading the mixture on a pavement surface where shown on the plans, in conformance with the provisions in these Special Provisions and State Revised Standard Specifications, and as directed by the Engineer. 37-3.03B Material
37-3.03B(1) Micro-surfacing Emulsion (MSE)
Micro-surfacing emulsion (MSE) shall be homogenous and shall conform to the provisions of these Special Provisions. The polymer shall be milled or blended into the asphalt or blended into the emulsifier solution prior to the emulsification process.

The MSE shall conform to the following requirements when tested in conformance with the following test methods:

SP - 32
Polymer Modified, Cationic Micro-Surfacing Emulsion (MSE) Specific Designation Test Method Requirement
Viscosity SSF @ 25°C AASHTO T59 15 – 90 seconds
Sieve, max AASHTO T59 0.30 percent
Settlement, 5 days, max ASTM D6930 or AASHTO T59 5 percent Storage Stability, 1 day, max AASHTO T59 1 percent
Residue by Evaporation, min California Test 331 64 percent Specification Designation for Residue
Specific Designation Test Method Requirement
Penetration @ 25°C, 100g, 5s, 0.1 mm AASHTO T49 40 – 90 Softening Point, min AASHTO T53 61°C
G*, @ 20°C, 10 rad/seca AASHTO T315 Report Only
Phase angle @ 50°C, 10 rad/sec, PA (max) –
PA baseb
AASHTO T315 Report Only
Stiffness, @ -12°C, MPa and M-value AASHTO T315 Report Only Torsional Recovery, % California Test 332 >21%
Polymer Content, % (by weight) California Test 402 >3.5% 25mm plates for the 50°C test.
8mm plates for the 20°C test.
37-3.03B(2) Water and Additives
Water shall be of such quality that the asphalt will not separate from the MSE before the micro-surfacing is placed on the pavement. If necessary for workability, a set-control agent that will not adversely affect the micro-surfacing product may be used.
37-3.03B(3) Mineral Filler
Mineral filler shall be Portland cement or hydrated lime that is free of lumps. Portland cement shall be either Type I, Type II, or combination thereof. The type of mineral filler shall be determined by the Contractor based on laboratory mix designs. The mineral filler will be considered part of the aggregate gradation requirement.
37-3.03B(4) Aggregate
The aggregate used for micro-surfacing shall be Type II. The material shall be free from vegetation matter and other deleterious substances. Aggregate shall be free of lumps and oversize particles. The aggregate shall be 100% crushed with no rounded particles, volcanic in origin and black in color. The use of gray or light-colored aggregate shall not be allowed. The Contractor shall specify in the bid proposal the name and location of the black rock aggregate quarry and shall provide certification at the preconstruction conference that the rock was crushed a minimum of 90 days prior. The Contractor shall submit samples of the black rock aggregate to the Engineer for review and acceptance.

SP - 33
Aggregate, prior to the addition of the MSE, shall conform to the provisions of these Special Provisions. If aggregates are blended, each component aggregate shall conform to the Sand Equivalent and Durability Index requirements of these Special Provisions when tested in conformance with the respective California Tests.

The percentage composition by mass of the aggregate (including mineral filler) shall conform to the following grading requirements when tested in conformance with California Test 202:

Type II
Sieve Size Percent Passing
3/8 inch (9.5 mm) 100
#4 (4.75 mm) 94 – 100
#8 (2.36 mm) 65 – 90
#16 (1.18 mm) 40 – 70
#30 (600 µm) 25 – 50
#200 (75 µm) 5 – 15
The aggregate (excluding mineral filler) shall conform to the following quality requirements:

Type II
Test California Test Requirement
Sand Equivalent (min) 217 70
Durability Index (min) 229 75
Percentage of Crushed Particles
(min)1
205 100%
Los Angeles Rattler
Loss at 500 Rev. (max)2
211 35%
1 CT205, Section D, is amended to read: “Any particle having 2 or more freshly, mechanically fractured faces shall be considered a crushed particle.”
2 Los Angeles Rattler shall be performed on the parent aggregate before crushing.

If the results of the aggregate grading do not meet the specified gradation, the micro-surfacing represented by the test shall be removed within 5 working days of the Engineer’s written notice. However, if requested in writing by the Contractor and approved by the Engineer, the micro-surfacing represented by the tests containing a percentage passing (PP) range value +/- 1 in any of the Sieve sizes, but not greater than +/-4, may remain in place. The Contractor shall pay to the City the following amount for the screenings represented by the test and left in place:

SP - 34
Sieve Sizes Percentage
Passing
Allowable
Tolerances
Allowable
Tolerances
Allowable
Tolerances
Allowable
Tolerances
3/8 inch (9.5 mm) 100 PP +/- 1 PP +/- 2 PP +/- 3 PP +/- 4 #4 (4.75 mm) 94 – 100 PP +/- 1 PP +/- 2 PP +/- 3 PP +/- 4 #8 (2.36 mm) 65 – 90 PP +/- 1 PP +/- 2 PP +/- 3 PP +/- 4 #16 (1.18 mm) 40 – 70 PP +/- 1 PP +/- 2 PP +/- 3 PP +/- 4 #30 (600 µm) 25 – 50 PP +/- 1 PP +/- 1 PP +/- 1 PP +/- 1 #200 (75 µm) 5 – 15 PP +/- 1 PP +/- 1 PP +/- 1 PP +/- 1 PAYMENT TO CITY $5.00 per ton $7.50 per ton $10.00 per ton $15.00 per ton If the results of the Sand Equivalent test for aggregate do not meet the specified requirement, the microsurfacing represented by the test shall be removed within 5 working days of the Engineer’s written notice.

However, if requested in writing by the Contractor and approved by the Engineer, the Micro-surfacing represented by the tests containing a sand equivalent Value below 70, but not less than 65, may remain in place. The Contractor shall pay to the City the following amount for the screenings represented by the test and left in place:

Sand Equivalent Payment to City
70 or over NONE
68 – 69 $5.00 per ton
66 – 67 $7.50 per ton
65 $10.00 per ton
If the results of the Durability Index test for aggregate do not meet the specified requirement, the microsurfacing represented by the test shall be removed within 5 working days of the Engineer’s written notice.

However, if requested in writing by the Contractor and approved by the Engineer, the micro-surfacing represented by the tests containing a durability index value below 75, but not less than 70, may remain in place. The Contractor shall pay to the City the following amount for the screenings represented by the test and left in place:

Durability Index Payment to City
75 or over NONE
73 – 74 $5.00 per ton
71 – 72 $7.50 per ton
70 $10.00 per ton
When the results of 2 or all 3 of the aggregate grading, the Sand Equivalent, and Durability Index tests do not conform to the specified requirements, both or all three payments to the City shall apply. The City shall deduct these amounts from any moneys due or to become due to the Contractor.

Any progress payment made after the completion date shall not be construed as a waiver of material deductions.

SP - 35
No single aggregate grading, durability index or Sand Equivalent test shall represent more than 300 tons or one day's production, whichever is smaller.
37-3.03B(4)(a) Aggregate for Rut filling
Micro-surfacing (Type III) shall be used for rut filling and shall conform to these Special Provisions.

The aggregate used for Type III shall be grey rock aggregate. The grey rock aggregate shall be 100% crushed with no rounded particles. The material shall be free from vegetation and other deleterious substances. The Contractor shall submit samples and test results of the grey rock aggregate to the Engineer for review and acceptance.

Aggregate, prior to the addition of the MSE, shall conform to the provisions of these Special Provisions. If aggregates are blended, each component aggregate shall conform to the Sand Equivalent and Durability Index requirements of these Special Provisions when tested in conformance with the respective California Tests.

The percentage composition by mass of the aggregate (including mineral filler) shall conform to the following grading requirements when tested in conformance with California Test 202:

Type III
Sieve Size Percent Passing
3/8 inch (9.5 mm) 100
#4 (4.75 mm) 70 – 90
#8 (2.36 mm) 45 – 70
#16 (1.18 mm) 28 – 50
#30 (600 µm) 19 – 34
#200 (75 µm) 5 – 15
The aggregate (excluding mineral filler) shall conform to the following quality requirements:

Type III
Test California Test Requirement
Sand Equivalent (min) 217 70
Durability Index (min) 229 70
Percentage of Crushed Particles
(min)1
205 100%
Los Angeles Rattler
Loss at 500 Rev. (max)2
211 35%
1 CT205, Section D, is amended to read: “Any particle having 2 or more freshly, mechanically fractured faces shall be considered a crushed particle.”
2 Los Angeles Rattler shall be performed on the parent aggregate before crushing.

If the results of the aggregate grading do not meet the specified gradation, the micro-surfacing represented by the test shall be removed within 5 working days of the Engineer’s written notice. However, SP - 36
if requested in writing by the Contractor and approved by the Engineer, the micro-surfacing represented by the tests containing a percentage passing (PP) range value +/- 1 in any of the Sieve sizes, but not greater than +/-4, may remain in place. The Contractor shall pay to the City the following amount for the screenings represented by the test and left in place:

Sieve Sizes Percentage
Passing
Allowable
Tolerances
Allowable
Tolerances
Allowable
Tolerances
Allowable
Tolerances
3/8 inch (9.5 mm) 100 PP +/- 1 PP +/- 2 PP +/- 3 PP +/- 4 #4 (4.75 mm) 70 – 90 PP +/- 1 PP +/- 2 PP +/- 3 PP +/- 4 #8 (2.36 mm) 45 – 70 PP +/- 1 PP +/- 2 PP +/- 3 PP +/- 4 #16 (1.18 mm) 28 – 50 PP +/- 1 PP +/- 2 PP +/- 3 PP +/- 4 #30 (600 µm) 19 – 34 PP +/- 1 PP +/- 1 PP +/- 1 PP +/- 1 #200 (75 µm) 5 – 15 PP +/- 1 PP +/- 1 PP +/- 1 PP +/- 1 PAYMENT TO CITY $5.00 per ton $7.50 per ton $10.00 per ton $15.00 per ton If the results of the Sand Equivalent test for aggregate do not meet the specified requirement, the microsurfacing represented by the test shall be removed within 5 working days of the Engineer’s written notice.

However, if requested in writing by the Contractor and approved by the Engineer, the micro-surfacing represented by the tests containing a sand equivalent Value below 70, but not less than 65, may remain in place. The Contractor shall pay to the City the following amount for the screenings represented by the test and left in place:

However, if requested in writing by the Contractor and approved by the Engineer, the micro-surfacing represented by the tests containing a durability index value below 70, but not less than 65, may remain in place. The Contractor shall pay to the City the following amount for the screenings represented by the test and left in place:

Durability Index Payment to City
75 or over NONE
73 – 74 $5.00 per ton
71 – 72 $7.50 per ton
70 $10.00 per ton
SP - 37
When the results of 2 or all 3 of the aggregate grading, the Sand Equivalent, and Durability Index tests do not conform to the specified requirements, both or all three payments to the City shall apply. The City shall deduct these amounts from any moneys due or to become due to the Contractor.

Any progress payment made after the completion date shall not be construed as a waiver of material deductions.

No single aggregate grading, durability index, or Sand Equivalent test shall represent more than 300 tons or one day's production, whichever is smaller.
37-3.03B(5) Mix Design
At least 7 working days before the micro-surfacing placement commences, the Contractor shall submit for approval of the Engineer a laboratory report of tests and a proposed mix design covering the specific materials proposed for use on the project.

The percentages of each individual material proposed in the mix design shall be shown in the laboratory report. Individual materials shall be within the following limits:

Micro-surfacing Mix Design
Material Proportion Limits
Residual Asphalt 7.5% to 10.5% by dry mass of
aggregate
Mineral Filler 0% to 3% by dry mass of aggregate
Additive As needed
Water As needed
Adjustments may be required during construction based on field conditions.

The mix design and aggregate tests shall be performed by a laboratory capable of performing the applicable International Slurry Surfacing Association (ISSA) tests. The proposed micro-surfacing mixture shall conform to the specified requirements when tested in conformance with the following tests:

Test ISSA Test Method Requirements
Wet Cohesion
@ 30 minute (Set) (min)
@ 60 minute (Traffic) (min)
TB* 139
12 kg-cm
20 kg-cm
Excess Asphalt TB* 109 540 g/m2
Wet Stripping (min) TB* 114 90%
TB* = Technical Bulletin
SP - 38
Test ISSA Test Method Requirements
Wet Track Abrasion
6-day soak loss (max)
1-hour soak
TB* 100
810 g/m2
538 g/m2
Displacement
Lateral (max)
Specific Gravity after 1000
cycles of 56.8 kg (max)
TB* 147A
5%

2.10 Classification Compatibility TB* 144 (AAA, BAA) 11 Grade Points Mix Time @ 25°C TB* 113 Controllable to 120 seconds
TB* = Technical Bulletin
The laboratory that performed the tests and designed the mixture shall sign the laboratory report. The report shall show the results of the tests on individual materials and shall compare their values to those required by these Special Provisions. The report shall clearly show the proportions of aggregate, filler (minimum and maximum), water (minimum and maximum), set control additive, and MSE solids content (minimum and maximum) based on the dry mass of aggregate. The laboratory shall report the quantitative effects of moisture content on the unit mass of the aggregate (bulking effect) in conformance with the requirements of ASTM Designation C 29M. Previous laboratory reports covering the same materials may be accepted provided the material test reports were completed within the previous 12 months. The mix design shall further show the recommended changes in mineral filler, water, and additive proportions for high temperature weather conditions by reporting proportions of materials required for 60 seconds of mix time with materials heated to 100°F. This 100°F mixing report will not be required for projects requiring nighttime application.

The component materials used in the mix design shall be representative of the micro-surfacing materials proposed by the Contractor for use on the project.

Once the mix design is approved by the Engineer, no substitution of other material will be permitted unless the materials proposed for substitution are first tested and a laboratory report is submitted for the substituted design in conformance with the provisions of these Special Provisions. Substituted materials shall not be used until the mix design for those materials has been approved by the Engineer.

The completed mixture, after addition of water and set control agent, if used, shall be such that the microsurfacing mixture has proper workability. At the expiration of the road closure hours, in conformance with the provisions in these Special Provisions, the micro-surfacing mixture shall be sufficiently cured to support unrestricted traffic.
37-3.03C Construction
37-3.03C(1) Surface Preparation
Before placing the micro-surfacing, the pavement surface shall be cleaned by sweeping, flushing or by other means necessary to remove loose particles of paving, dirt, vegetation, and other extraneous material. When required, the roadway surface may be fogged with water ahead of the spreader box. The application of the fog spray may be adjusted to suit temperatures, surface texture, humidity and dryness of pavement.

SP - 39
37-3.03C(2) Weather Conditions
The micro-surfacing mixture shall not be placed when the ambient temperature is below 55°F or during unsuitable weather. Micro-surfacing shall not be placed if rain is imminent or if there is the possibility that there will be freezing temperatures within 24 hours.
37-3.03C(3) Equipment
37-3.03C(3)(a) General
The equipment used by the Contractor for pavement cleaning and excess aggregate removal shall include a self-propelled rotary power broom, mobile pick-up broom or top dumping mobile pick-up broom. 37-3.03C(3)(b) Mixing and Spreading Equipment
The micro-surfacing shall be mixed in continuous pugmill mixers of adequate size and power for the type of micro-surfacing to be placed. All indicators shall be in conformance with the provisions of these Special Provisions and shall be in working order prior to commencing mixing and spreading operations.

Mixer-spreader trucks shall be equipped to proportion the MSE, water, aggregate, mineral filler, and setcontrol additives by volume. Rotating and reciprocating equipment on mixer-spreader trucks shall be covered with metal guards.

The mixer-spreader truck shall not be operated unless low-flow and no-flow devices and revolution counters are in good working condition and functioning and metal guards are in place. Indicators required by these Special Provisions shall be visible while walking alongside the mixer-spreader truck.

Aggregate feeders shall be connected directly to the drive on the emulsion pump. The drive shaft of the aggregate feeder shall be equipped with a revolution counter reading to the nearest one-tenth of a revolution.

In addition to the requirements of the fourth paragraph of section 5-1.33, “Equipment,” of the State Standard Specifications, the identifying number of mixer-spreader trucks shall be at least 3 inches in height, located on the front and rear of the vehicle.

The micro-surfacing mixture shall be spread by means of a spreader box conforming to sections 37-

3.03C(3)(b)(i) and 37-3.03C(3)(b)(ii).
37-3.03C(3)(b)(i) Spreader Box
The mixture shall be agitated and spread uniformly in the surfacing box by means of motor driven twinshafted paddles or spiral augers fixed in the spreader box. A front seal shall be provided to insure no loss of the mixture at the road contact point. The rear seal shall act as a final strike-off and shall be adjustable. The spreader box and rear strike-off shall be so designed and operated that a uniform consistency is achieved to produce a free flow of material to the rear strike-off. The spreader box shall have suitable means provided to side shift the box to compensate for variations in the pavement geometry, the box shall be adjustable. Spreader box skids shall be maintained in such manner as to prevent chatter (wash boarding) in the finished mat. The spreader box in use shall be clean and free of micro-surfacing and MSE at the start of each work shift.

The spreader box shall have a series of strike-off devices at the rear of the box. The leading strike-off device shall be fabricated of steel, stiff rubber or other suitable material. The number of strike-off devices shall be determined by the Contractor. The first strike-off device shall be designed to maintain close contact with the pavement during the spreading operations, shall obtain the thickness required, and shall be capable of being adjusted to the various pavement cross sections for application of a uniform microsurfacing finished surface. The final strike-off device shall be fabricated of flexible material suitable for the intended use and shall be designed and operated to ensure a uniform texture is achieved in the SP - 40
finished surface of the micro-surfacing. The final strike-off device shall be cleaned or changed daily if problems with longitudinal scouring occur.

Flexible fabric drags attached to the rear of the spreader box shall not be used. 37-3.03C(3)(b)(ii) Wheel Path Depression (Rut) Box
The wheel path depression (rut) box shall be designed to have adjustable strike-off devices to regulate the depth and shall have a width of between 5 feet and 6 feet. Hydraulic augers, or similar devices, shall be installed and shall be capable of moving the mixed material from the rear to the front of the filling chamber. These devices shall also be capable of guiding the larger aggregate into the center, deeper section of the wheel path depression, and forcing the finer material toward the outer edges of the spreader box.

The micro-surfacing mixture, to be spread in areas inaccessible to the controlled spreader box, may be spread by other methods upon approval of the Engineer.

Flexible fabric drags attached to the rear of the wheel path depression (rut) box shall not be used. 37-3.03C(3)(c) Mixer and Spreader Truck Calibration
Each mixer/spreader truck used on the project shall be calibrated in accordance with California Test 109.

The trucks shall be calibrated for rock, emulsion, cement, additives, and any mineral filler used.

Calibrations shall take place a maximum of 10 days prior to application of micro-surfacing. The Contractor shall notify the Engineer a minimum of 3 working days prior to calibration so that City representatives may make arrangements to observe.

For all material calibrated, 3 consecutive runs per gate setting shall be completed and these 3 test runs must not deviate from their combined mathematical average by more than 2.0%.

Calibrations will take place at most once a week or as required by the Engineer and no machine will be allowed to work on the project until the calibration has been completed and/or accepted 3 working days before the start of work. Weigh back tickets shall be submitted at the end of each work day that microsurfacing is placed.

With approval from the Engineer, Contractor may provide verified calibrations from other work performed within the previous 3 months from start of work, utilizing the same mix design proposed in this project, inlieu of the calibration requirements set forth in this section. 37-3.03C(4) Proportioning
Aggregate, mineral filler, MSE, water, and additives, including the set-control agent, if used, shall be proportioned by volume utilizing the mix design approved by the Engineer. If more than 1 kind of aggregate is used, the correct amount of each kind of aggregate to produce the required grading shall be proportioned separately, prior to adding the other materials of the mixture, in a manner that will result in a uniform and homogeneous blend.

The aggregate shall be proportioned using a belt feeder operated with an adjustable cutoff gate. The height of the gate opening shall be determinable. The MSE shall be proportioned by a positive displacement pump. Variable rate emulsion pumps, if used, shall be calibrated and sealed in the pump's calibrated condition in conformance with California Test 109 prior to usage.

The delivery rate of aggregate and MSE per revolution of the aggregate feeder shall be calibrated at the appropriate gate settings for each mixer-spreader truck used on the project in conformance with California Test 109 and in conformance with the provisions of these Special Provisions.

The aggregate belt feeder shall deliver aggregate to the pugmill with such volumetric consistency that the deviation for any individual aggregate delivery rate check-run shall not exceed 2.0 percent of the mathematical average of 3 runs of at least 3 tons each. The emulsion pump shall deliver MSE to the pugmill with such volumetric consistency that the deviation for any individual delivery rate check-run shall SP - 41
be within 2.0 percent of the mathematical average of 3 runs of at least 300 gallons each. The water pump shall deliver water to the pugmill with such volumetric consistency that the deviation for any individual delivery rate check-run shall be within 2.0 percent of the mathematical average of 3 runs of at least 300 gallons each.

The MSE storage tank shall be located immediately before the emulsion pump and shall be equipped with a device which will automatically shut down the power to the emulsion pump and aggregate belt feeder when the MSE level is lowered to a point where the pump suction line is exposed.

A temperature-indicating device shall be installed in the emulsion storage tank at the pump suction level.

The device shall indicate the temperature of the MSE and shall be accurate to within 10°F.

The belt delivering the aggregate to the pugmill shall be equipped with a device to monitor the depth of aggregate being delivered to the pugmill. The device for monitoring the depth of aggregate shall automatically shut down the power to the aggregate belt feeder whenever the depth of aggregate is less than the target depth of flow. A second device shall be located where the device will monitor the movement of the aggregate belt by detecting revolutions of the belt feeder. The devices for monitoring no flow or belt movement shall automatically shut down the power to the aggregate belt when the aggregate belt movement is interrupted. The device to detect revolutions of the belt feeder will not be required where the aggregate delivery belt is an integral part of the drive chain. To avoid erroneous shutdown by normal fluctuation, a delay of 3 seconds will be permitted between sensing and shutdown of the operation.
37-3.03C(5) Application Rate of Aggregate
Micro-surfacing spread rates must be within the ranges shown on the following table:

Micro-surfacing Type Application Range
(lb of dry aggregate/sqyd)
Type II 15 – 18
Type III 20 – 30
The micro-surfacing mixture shall be uniformly spread on the existing surfacing within the rate specified without spotting, re-handling, or otherwise shifting of the mixture. 37-3.03C(6) Repair Wheel Path Depressions
When wheel path depressions have a cross section that is deformed 1/2 inch or more, the individual wheel paths shall first be filled utilizing a wheel path depression (rut) box. The depth of the wheel path depression shall be determined after the adjacent ridges have been removed, when applicable. The maximum single application for wheel path depressions shall be 1 inch. Wheel path depressions of depths greater than 1 inch shall require multiple applications in each depression. A pneumatic tired roller shall be used after all rut filling operations. The roller shall make 2 passes at slow speed no more than 7 mph. Wheel path depressions having a cross section greater than 1/2 inch and less than 1 inch shall be paid for under the contract bid item “Micro-surfacing (Type III)”.

Wheel path depression repair shall be constructed with a slight crown to allow for initial compaction by traffic on the micro-surfacing.

Freshly filled wheel path depressions shall be compacted by traffic for a minimum of 12 hours before additional lifts of micro-surfacing material are placed for rut filling purposes or as surface courses.

SP - 42
37-3.03C(7) Placement
Micro-surfacing shall be placed no earlier than 7 calendar days after Chip Seal operation on roads to receive the Roseville Cape Seal as shown on the plans.

Longitudinal joints shall correspond with the edges of the traffic lanes. The Engineer may permit other patterns of longitudinal joints if the patterns will not adversely affect the quality of the finished product, this shall be required for approval in writing 5 working days prior to the start of work.

Through traffic lanes shall be spread in full lane widths only. Longitudinal joints common to 2 traffic lanes shall be butt joints with overlaps not to exceed 3 inches. Building paper shall be placed at the transverse joints to avoid double placement of the micro-surfacing. Other suitable methods to avoid double placement of the micro-surfacing will be allowed. Hand tools shall be available to remove spillage.

The mixture shall be uniform and homogeneous after placing on the surfacing and shall not show separation of the MSE and aggregate after setting. The completed surface shall be of uniform texture and free from ruts, humps, depressions, or irregularities.

Adequate means shall be provided to protect the micro-surfacing from damage by traffic until such time that the mixture has cured sufficiently so that the micro-surfacing will not adhere to or be picked up by the tires of vehicles.

If the micro-surfacing is not capable of supporting unrestricted traffic at the expiration of the road closure hours, the Contractor shall pay the liquidated damaged per the provisions of these Special Provisions.

Placement of the micro-surfacing shall cease before the expiration of road closure hours as specified in these Special Provisions.
37-3.03C(8) Sweeping
Initial sweeping shall begin 1 day after the micro-surfacing placement. Care shall be taken to avoid unraveling the micro-surfacing. Excessive sweeping will not be allowed.

Seven sweepings shall be considered as included in the contract price paid for micro-surfacing. The first sweeping shall be performed the day after the application is applied. The second sweeping shall be performed 3 days after the micro-surfacing application is applied. The third sweeping shall be performed 5 days after the micro-surfacing application is applied. The fourth sweeping shall be performed 7 days after the micro-surfacing is applied. The fifth sweeping shall be performed 10 days after the microsurfacing is applied. The sixth sweeping shall be performed 15 days after the micro-surfacing is applied.

The seventh sweeping shall be performed during the punch list process.

Prior to each sweeping, the Contractor shall contact the Engineer with the street’s sweeping schedule.

After sweeping takes place, the Contractor shall contact the Engineer for acceptance of the street sweeping.

If the sweeping is not done to the schedule listed above, the Contractor shall pay the liquidated damaged per the provisions of these Special Provisions.

The Contractor shall remove all loose aggregate from the curbs, gutters, driveways, and sidewalks prior to sweeping the roadway surface. The Contractor will be responsible to sweep abutting adjacent areas and haul routes. The Contractor shall have 1 working day to sweep the adjacent areas and haul route when requested in writing by the Engineer.

The Contractor shall sweep the micro-surfaced streets and adjacent areas with a self-propelled vacuum or regenerative air sweeper. Any additional sweepings required to remove excess material shall be performed as directed by the Engineer at no additional expense to the City.

SP - 43
37-3.03C(9) Test Strip
The Contractor shall construct a test strip for evaluation by the Engineer 10 working days prior to the micro-surfacing application. The test strip shall be 500 feet to 1000 feet long and shall consist of the application courses specified. The test strip shall be constructed at the same time of day or night that the full production of micro-surfacing will be placed and may be constructed in 2 days or nights when multiple course applications are specified. The location of the test strip shall be specified by the City.

The micro-surfacing test strip shall have a break time and shall be able to be open to cross traffic no greater than 1 hour after the micro-surfacing is placed. This time will be reflected on the global projects break time and capability of being open to cross traffic. The global project shall have this break time and shall be able to be open to cross traffic no greater than 1 hour after placement of the micro-surfacing. If the test strip does not meet this requirement the test strip will be rejected and shall be removed at the Contractors expense.

The Engineer will evaluate the completed test strip after 12 hours of traffic on the completed test strip to determine if the mix design and placement procedure are acceptable. If the mix design or the placement procedure is determined by the Engineer to be unacceptable, the test strip will be rejected, the Contractor shall make modifications, and a new test strip shall be constructed and evaluated by the Engineer. The cost of materials and placement of the test strips, which have been rejected, shall be borne by the Contractor and will not be considered as part of the contract work. If ordered by the Engineer, rejected test strips shall be removed at the Contractors expense. 37-3.03C(10) Repair of Early Distress
If bleeding, raveling, delamination, rutting, or washboarding occurs within 60 days after placing the microsurfacing, the Contractor shall diligently pursue repairs by any method approved by the Engineer. The Contractor shall not be relieved from maintenance until repairs have been completed. 37-3.03D Payment
The contract price paid per square yard for Microsurfacing Type 2 shall include full compensation for providing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in the test strip and installing microsurfacing, complete in place, including cleaning the existing surface as needed, as shown on the plans, as specified in Section 37, "Bituminous Seals" of these Technical Specifications, and as directed by the Engineer.

No payment shall be made for any area requiring re-application of slurry seal. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
39 ASPHALT CONCRETE
Add to section 39-2.01:

Produce and place HMA Type A under the section 39-3, method construction process.

Hot Mix Asphalt shall be placed back by within the same shift after the existing asphalt has been removed.

SP - 44
Add to section 39-2.01A with:

Asphalt concrete pavement shall be Hot Mix Asphalt (Type A, 1/2" Maximum Medium Gradation) and conform to the applicable provisions in Section 71, “Streets” of the City of Roseville’s Construction Standards and Section 39 of the State Standard Specifications.

In addition to the requirements specified in this section of the State Standard Specifications, the following shall apply:

The cost for grading and compaction of existing aggregate base material, where shown on the plans, profiles, and cross sections, shall be included within the price paid for placement of Hot Mix Asphalt (Type A).

Add to section 39-2.02A(2):
processed RAP: RAP that has been fractionated.
substitution rate: Amount of RAP aggregate substituted for virgin aggregate in percent. binder replacement: Amount of RAP binder in OBC in percent. surface course: Upper 0.2 feet of HMA exclusive of OGFC.

Add to section 39-2.02B(3):

Asphalt binder used in HMA Type A must be PG 64-10.

Add to section 39-2.02B(4)(a):

Aggregate used in HMA Type A must comply with the 1/2-inch HMA Types A.

Add the following to Section 39-3.04A with:

The contractor shall Cold Plane areas identified as digouts to a depth of 4 inches with the exception of areas where vehicle detection will be impacted by digouts. These areas shall be Cold Planed to a depth of 5 inches.

Replace Not Used in Section 39-3.04D with:

The contract price paid per square yard for Cold Plane Asphalt Concrete shall include full compensation for providing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in cold planing the asphalt concrete, complete in place, including cleaning the existing surface as needed, and disposal of materials, as shown on the plans, as specified in the City of Roseville Design and Construction Standards, the State Standard Specifications and these special provisions and as directed by the Engineer.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION VI STRUCTURES
SP - 45
47 EARTH RETAINING SYSTEMS
Replace section 47-5 with:
47-5 RETAINING WALLS
47-5.01 GENERAL
Section 47-5 includes specifications for constructing retaining walls.

Reinforced concrete footings and stems must comply with Section 51 of these Specifications and the State Standard Specifications.

Reinforcement must comply with Section 52 of these Specifications and the State Standard Specifications.

Tubular handrailing must comply with Section 83 of these Specifications and the State Standard Specifications.
47-5.02 MATERIALS
Caulking for sealing expansion joints must be a non-sag polysulfide or polyurethane type complying with ASTM C920.

Grout must comply with Section 58-2.02D of the State Standard Specifications and contain at least 590 lb/cu yd of cementitious material.
47-5.03 CONSTRUCTION
Construct wall stems of reinforced concrete.
47-5.04 PAYMENT
Pay quantities of retaining walls will be determined by the linear foot of completed wall, measured along the horizontal length.

The contract price paid per linear foot for Retaining Wall (all types) shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in constructing the wall, complete in place, including excavation, backfill, pervious backfill, drainage pipes, tubular railings, concrete, reinforcement, geotextile fabric, application of anti-graffiti coating, as shown on the plans, as specified in the City of Roseville Design and Construction Standards, the State Standard Specifications and these special provisions and as directed by the Engineer. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 51 CONCRETE STRUCTURES
Add to section 51-7.01A:

The following shall also apply:

Drop Inlets
Drop inlets, drainage manholes, inlet structures, pipe outlet access control racks, concrete inlet structures, and other miscellaneous concrete structures shall conform to the Section 101—Drainage of the City of Roseville Construction Standards and Section 51—Concrete Structures of the State Standard Specifications.

Concrete aprons adjacent to drop inlets shall conform to Section 73-1.01 “Miscellaneous Concrete Construction” of these special provisions. Full compensation for concrete aprons shall be considered as SP - 46
included in the contract unit price paid for the adjacent inlet type and no additional compensation is allowed.

Add to section 51-7.01D:

The contract price paid per each for Drainage Inlet (Type C) and (Type F) shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in furnishing and installing concrete inlet structures and other miscellaneous concrete structures, complete in place, including removal of existing drainage facilities, connection to existing pipes, saw cutting, structure excavation and structure backfill, frames, grates, racks, covers, miscellaneous hardware, and adjustment of frame and grate to grade, as shown on the plans, as specified in the City of Roseville Design and Construction Standards, the State Standard Specifications and these special provisions and as directed by the Engineer.
52 REINFORCEMENT
Add to section 52-1.04:

Payment for steel reinforcement used for trench drains, drainage inlets, and retaining walls is included in the payment for various items of work.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION VII DRAINAGE FACILITIES
Replace section 63 with:
63 TRENCH DRAIN GRATE
63-1.01 GENERAL
63-1.01A Summary
This work shall consist of furnishing and installing ornamental trench grates where shown on the drawings.
63-1.01B Definitions
Reserved
63-1.01C Submittals
Grates shall be independently tested to AASHTO M-306.

Contractor shall submit the following submittals:

A. Product Data: manufacturer's written recommendations for installation, mounting details, and catalog cut sheets.

B. Provide shop drawings illustrating length and number of grates required to accommodate each separate installation along the street.; shop drawings shall detail the installation of the frame in the concrete opening and the fitting of the grate.

C. Powder coating submittals. Powder coating submittals shall include:

1. Manufacture’s descriptive data and applications instructions

2. Your name, address, telephone and fax numbers

3. Page numbers in the lower right hand corner
63-1.01D Quality Assurance
SP - 47
Reserved
63-1.02 MATERIALS
63-1.02A Ornamental Trench Grates
Trench grate material shall be Class 35 Cast iron per ASTM A48 - latest edition. All trench grate castings shall be manufactured true to pattern and component parts and shall fit together in a satisfactory manner.

The castings shall be of uniform pattern and quality, free from blowholes, hard spots, shrinkage, distortion or other defects. Castings shall be cleaned by sand blasting.

Grates are to be for pedestrian use only.

Ornamental trench grates shall be 12" wide.

Grate sections shall be 24" minimum.

Cast with 1/4" maximum slot openings for increased pedestrian safety and compliance with ADA guidelines.

Pattern: Openings shall run in stripped pattern across the tree grate; the length of the stripes shall vary to create an edge pattern which of pair circular edges.

See plan drawings for quantity and location of trench grates. 63-1.02B Trench Grate Frames
Trench grate frame material shall be raw cast iron or steel.

Frame to be installed per details on drawings.
63-1.02C Manufacturer
Trench drain grates and frames shall be supplied by Ironsmith Architectural Products or approved equal.

Model shall be "Thistle", Trench Grate #M9047 or approved equal. 63-1.02D Powder Coating
Furnish a certificate of compliance for powder coating.

Powder coating is a TGIC polyester powder, electrostatically adhered to metal surfaces and baked to a uniform, durable surface.

Powder coating conforms to the following table:

Property Reference Value
Adhesion ASTM D3359B ≥ 4B
Pencil Hardness ASTM D3363 H-2H
Impact Resistance ASTM D2794 Modified Pass, 80 inch-pounds Finish of the powder coating must match color number 30166 of FED-STD-595. 63-1.03 CONSTRUCTION
Construction of trench drains and joints must comply with the manufacturer's instructions.

Construct trench drains to the lines and grades with sections closely jointed and secured such that no separation of the forms occur during backfilling.

The frame or grate must not extend above the level of the surrounding concrete.

SP - 48
Connect trench drains to new or existing drainage facilities as shown.

Secure frames or line drain wall to the surrounding concrete backfill with steel anchoring rods per the manufacturer’s instructions. Alternative securing methods must provide a minimum pullout resistance of 685 lb/ft of length of grated line drain frame.

Contractor to use the manufacturer's supports, anchors and accessories: Standard and integral with site furnishings, as recommended by manufacturer.

Contractor to verify bolts are the number, size and type recommended by manufacturer for anchoring.

Contractor to verify anchor bolt mounting locations with factory prior to mounting, installation or preparation.

Contractor shall protect surrounding and finished surfaces from damage during installation. 63-1.03A Powder Coating
Clean and prepare all surfaces to be powder coated per the manufacturer’s instructions.

Apply a minimum thickness of 3 mils of powder coating. Form a durable skid-resistant surface. 63-1.03B Field Quality Control
Formwork is to be fully removed, without exception, to allow for inspection and if needed repair of any voids and or concrete consolidation issues below the frame, trench walls and invert. Grate and grate retainer inspection shall be performed to ensure that all grates and retainers are installed and are properly seated in place.
63-1.04 PAYMENT
Payment for Trench Drain Grate and Frame must include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in installing the trench drains, complete in place, including all the grates and hardware, and reinforcement, as shown on the plans, as specified in the City of Roseville Design and Construction Standards, the State Standard Specifications and these special provisions and as directed by the Engineer. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION VIII MISCELLANEOUS CONSTRUCTION
73 CONCRETE CURBS AND SIDEWALKS
Add to section 73-1.01:

Portland Cement Concrete curbs, gutters, sidewalks, curb ramps, valley gutters and driveways shall conform to the provisions in Section 73, "Concrete Curbs and Sidewalks," of the State Standard Specifications and these special provisions.

Prefabricated detectable warning surface shall be in conformance with the requirements established by the Department of General Services, Division of State Architect and be attached in conformance with the manufacturer's recommendations. A sample of the detectable warning surface shall be provided to the Engineer and the City of Roseville for approval.

The manufacturer shall provide a written 5 year warranty for prefabricated detectable warning surfaces, guaranteeing replacement when there is defect in the dome shape, color fastness, sound on cane acoustic quality, resilience, or attachment. The warranty period shall begin upon acceptance of the contract.

SP - 49
All concrete shall be Class A, six sack mix unless otherwise specified. For all driveway locations, where early opening to traffic is required, concrete shall be rapid setting concrete.

All newly placed concrete shall be cured in accordance with the provisions in Section 90-1.03B(3)(b) of the State Standard Specifications, the City Standard Construction Specifications, and these Special Provisions. Concrete curing compound shall be clear with fugitive red dye (Street, Section 71-5 Materials, I: Concrete Curing Compound)).

Minor Concrete shall be constructed as shown on the plans and shall conform to the City of Roseville Standard Plans.

Pedestrian ramps shall conform to the City of Roseville Standard Plans ST-26 and ST-27 and shall meet all requirements outlined in the City of Roseville ADA transition plan.

Pedestrian ramp detectable warning surface shall consist of raised truncated domes constructed or installed on curb ramps. Detectable warning surface shall be a prefabricated surface installed on the curb ramp, in accordance with the approved materials within the City of Roseville.

Steel dowel bars connecting curb to existing or previously poured concrete pavement must be epoxy coated complying with section 40-1.02C(3). The dowel bar must be installed complying with section 40-

1.03D except exposed portion must not be lubricated.

Apply a bonding agent between curb placed on existing or previously poured concrete pavement in accordance with section 41-1.02D.

Salvage the existing cobble between Folsom Road and Walnut Street in the area of the ramp. Clean cobbles of dirt and other loose material. Place cobbles randomly in at least 6” of wet concrete, with approximately 1/3 of cobble exposed above the concrete surface, spacing between cobbles not to exceed 2 inches.

Add to section 73-1.02A:

Concrete must be minor concrete complying with section 90-2 and may contain returned plastic concrete complying with section 90-9, except as follows:

1. For all miscellaneous concrete work except valley gutters, cementitious material content of concrete must be at least 505 lb/cu yd.

2. For valley gutters, cementitious material content of concrete must be at least 590 lb/cu yd.

3. The maximum size of aggregate used for miscellaneous concrete construction shall be 1 inch.

Add to section 73-1.03A:

Construct new sidewalk and new curb monolithically.

Do not deviate the shape and design of curb ramps and driveways with sidewalk from the standard plans unless noted on the project plans or approved by the Engineer. Do not free form these facilities.

Clean all sawcuts by abrasive blasting or other methods approved by the Engineer.

If new curb, sidewalk or driveway is constructed adjacent to existing curb, sidewalk or driveway, dowel the existing concrete to the new concrete with #4 reinforcing bars as shown.

For new curb ramps, detectable warning surfaces shall be prefabricated tiles set directly in newly poured concrete; surface applied tiles or stamped into surface detectable warning surfaces will not be allowed.

Reference out and restore any curb markings (S-indicating sanitary sewer lateral; W-indicating water service lateral; arrows and Roman Numerals-indicating ties to water main valves; high-pressure gas main) that may be destroyed by its work. In the case of construction of curb ramps where the vertical curb is eliminated new ties to water valves shall be made on the closest available vertical curb with proper direction of arrows and proper distances from water valve to tie indicated in three-inch (3") high Roman Numerals.

WATER TEST – FLAT GUTTERS
SP - 50
Prior to final acceptance, or as part of the preliminary final inspection, the Contractor, as directed by the Engineer, shall water test curbs with gutters on slopes of 0.75% or flatter and paved surfaces to verify proper drainage. Any ponding of water greater than ¼ inch depth will be considered as evidence of poor work techniques and shall be corrected by removing and replacing those portions of curb and gutter as necessary to comply with the requirements of this special provision, at no additional expense to the Agency.

Add to section 73-3.01C:

Within 2 business days of completing the surveys, submit preconstruction and post-construction surveys sealed and signed by one of the following:

1. Land surveyor licensed in the State

2. Engineer who is registered as a civil engineer in the State Replace Reserved in section 73-3.01D(3) with:

For locations shown, perform a preconstruction survey to ensure forms and job site constraints will allow for compliance with required design dimensions and slopes shown. Upon completing the work, perform a post-construction survey to verify design dimensions and slopes requirements are met. The postconstruction survey must include a minimum of 3 measurements for each dimension and slope requirement shown. Individual measurements must be equally distributed across the specified slope or dimensional surface. Document and submit these measurements on the Americans with Disabilities Act Compliance Inspection Report form for the facility type shown. Include the equipment and control used to conduct the survey.

Add to the beginning of section 73-3.03:

Before placing concrete, verify that forms and job site constraints allow the required dimensioning and slopes shown. Immediately notify the Engineer if you encounter job site conditions that will not accommodate the design details. Ordered modifications are change order work.

Add to section 73-3.03:

Excavation and backfill must comply with section 19-3.

Trench drains must be constructed in trenches excavated to the lines and grades established by the Engineer. Grade and prepare the bottom of the trench to provide a firm and uniform bearing throughout the entire length of the trench drain.

Immediately remove foreign material that falls into the trench before or during concrete placement.

Where necessary, construct and compact earth plugs at the ends of the concrete backfill to contain the concrete within the trench.

Concrete backfill must be finished flush with the adjacent surfacing.

The surface of the concrete must be textured with a broom or burlap drag to produce a durable skidresistant surface.

Replace Not Used in section 73-3.04 with:

Payment for Minor Concrete (Curb Ramp) (all types) shall include full compensation for all labor, materials, tools, aggregate base and placement, complying with ADA requirements, placing concrete, compaction, raising existing facilities to grade, incidentals and equipment required to complete these items of the work, including adjacent retaining curb and tooled joints, as shown on the plans, as specified in the City of Roseville Design and Construction Standards, the State Standard Specifications and these special provisions and as directed by the Engineer.

Minor Concrete (Curb Ramp Modification) shall include a total area of 600 square feet, consisting of concrete sidewalk paving, concrete curb ramp paving, asphalt concrete paving, curb and gutter, and retaining curbs required. The cost to complete work beyond the aforementioned limit shall be paid at the rate of the bid unit prices submitted. Under this item of the proposal, the Contractor shall include the cost for demolishing, furnishing, placing, finishing and curing, of the concrete curb and gutter, concrete curb, SP - 51
asphalt paving, and concrete paving in the unit price of the Minor Concrete (Curb Ramp Modification) bid item.

Payment for Minor Concrete (Curb Ramp Modification) shall include full compensation for all labor, materials, tools, aggregate base and placement, complying with ADA requirements, placing concrete, compaction, raising existing facilities to grade, incidentals and equipment required to complete these items of the work, including adjacent retaining curb and tooled joints, as shown on the plans, as specified in the City of Roseville Design and Construction Standards, the State Standard Specifications and these special provisions and as directed by the Engineer.

Payment for Detectable Warning Surface shall include full compensation for all labor, materials, tools, complying with ADA requirements, incidentals and equipment required to complete these items of the work, as shown on the plans, as specified in the City of Roseville Design and Construction Standards, the State Standard Specifications and these special provisions and as directed by the Engineer.

Payment for Minor Concrete (Driveway) (all types) shall include full compensation for all labor, materials, tools, aggregate base and placement, complying with ADA requirements, placing concrete, compaction, raising existing facilities to grade, incidentals and equipment required to complete these items of the work, including tooled joints, as shown on the plans, as specified in the City of Roseville Design and Construction Standards, the State Standard Specifications and these special provisions and as directed by the Engineer.

Payment for Minor Concrete (Sidewalk) shall include full compensation for all labor, materials, tools, aggregate base and placement, complying with ADA requirements, placing concrete, compaction, raising existing facilities to grade, incidentals and equipment required to complete these items of the work, including tooled joints and under sidewalk drains, as shown on the plans, as specified in the City of Roseville Design and Construction Standards, the State Standard Specifications and these special provisions and as directed by the Engineer.

Payment for Minor Concrete (Curb) (all types) shall include full compensation for all labor, materials, tools, aggregate base and placement, complying with ADA requirements, placing concrete, compaction, raising existing facilities to grade, incidentals and equipment required to complete these items of the work, including tooled joints, as shown on the plans, as specified in the City of Roseville Design and Construction Standards, the State Standard Specifications and these special provisions and as directed by the Engineer.

Payment for Minor Concrete (Valley Gutter) (all types) shall include full compensation for all labor, materials, tools, aggregate base and placement, complying with ADA requirements, placing concrete, compaction, raising existing facilities to grade, incidentals and equipment required to complete these items of the work, including tooled joints, as shown on the plans, as specified in the City of Roseville Design and Construction Standards, the State Standard Specifications and these special provisions and as directed by the Engineer.

Payment for Minor Concrete (Trench Drain) shall include full compensation for all labor, materials, tools, aggregate base and placement, complying with ADA requirements, placing concrete, compaction, incidentals and equipment required to complete these items of the work, including tooled joints, as shown on the plans, as specified in the City of Roseville Design and Construction Standards, the State Standard Specifications and these special provisions and as directed by the Engineer. The frame and grate are paid for as specified in Section 63.

Payment for Minor Concrete (Stairs) shall include full compensation for all labor, materials, tools, aggregate base and placement, pedestrian handrailings, complying with ADA requirements, placing concrete, compaction, raising existing facilities to grade, incidentals and equipment required to complete these items of the work, including tooled joints, as shown on the plans, as specified in the City of Roseville Design and Construction Standards, the State Standard Specifications and these special provisions and as directed by the Engineer.

Payment for Minor Concrete (Wet Set Cobble) shall include full compensation for all labor, materials, tools, aggregate base and placement, salvaging and cleaning cobbles, complying with ADA requirements, placing concrete, compaction, incidentals and equipment required to complete these items of the work, including tooled joints, as shown on the plans, as specified in the City of Roseville Design and SP - 52
Construction Standards, the State Standard Specifications and these special provisions and as directed by the Engineer.

Replace section 75-9 with:
75-9 BOLLARDS
75-9.01 GENERAL
Section 75-9 includes specifications for constructing bollards. 75-9.02 MATERIALS
Pipe for bollards shall be black steel pipe, 6” outside diameter, ¼” wall thickness.

Bollards shall be painted with two coats of zinc chromate primer and two coats of exterior enamel paint in Safety Yellow Gloss.

Concrete shall be minor concrete and conform to section 71-5B of the City Standard Specifications. 75-9.03 CONSTRUCTION
Install bollards per City Standard detail for Fixed Bollard. 75-9.04 PAYMENT
Payment for Fixed Bollard shall include full compensation for all labor, materials, tools, steel pipe, primer, paint, reflective tape, minor concrete, concrete finishing, hot mix asphalt, aggregate base aggregate base and placement, excavation, backfill, compaction, incidentals and equipment required to complete these items of the work, as shown on the plans, as specified in the City of Roseville Design and Construction Standards, the State Standard Specifications and these special provisions and as directed by the Engineer.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
77 LOCAL INFRASTRUCTURE
Replace Reserved in section 77 with:
77-1 GENERAL
77-1.01 GENERAL
Section 77-1 includes general specifications for constructing electrical systems. 77-1.02 MATERIALS
The electrical equipment and materials must comply with section 86 of the City’s Construction Standard and section 86 of the Caltrans Standard Specifications. 77-1.03 CONSTRUCTION
Install electrical equipment under section 86 of the City’s Construction Standard and section 87 of the Caltrans Standard Specifications.

SP - 53
77-2 RECTANGULAR RAPID FLASHING BEACON SYSTEM
77-2.01 GENERAL
77-2.01A Summary
Section 77-2 includes specifications for constructing rectangular rapid flashing beacon (RRFB) system.

Rapid flashing beacon system includes removing, adjusting, or adding:

1. Foundations

2. Pull boxes

3. Conduit

4. Conductors

5. Decorative street light post

6. Luminaires

7. Fuse splice connectors

8. Light indicators

9. Signs

10. Control module

11. Audible information device
Rectangular rapid flashing beacon system must conform to the latest applicable provisions of the California MUTCD, Caltrans Standard Plans and Specifications, the City of Roseville Standard Design and Construction Specifications and Details, and these Special Provisions. The components of the rectangular rapid flashing beacon system are shown on the project plans.

RRFB system must be AC powered Carmanah R920-MX series or approved equal. 77-2.01A Submittal
Submit 2 copies of:

1. 5-year limited warranty documents.

2. Shop drawings or installation manual.
77-2.02 MATERIALS
77-2.02A Decorative Street Light Post
Contractor shall furnish and install decorative street light post as indicated on the plans. Decorative Street Light Post shall be Visco model: VI-A7-F/13’-0”, Roseville Standard Fluted Steel Pole with Visco B17 Cast Iron Base. The pole shall be factory powder coated to match “RAL #6004”. 77-2.02B Luminaires
Contractor shall furnish and install luminaires as indicated on the plans. Luminaires shall be Sternberg Old Town model: PT-A850SRLED-5P-12L-30-T3-MDL014-A-SRR7-CM-RAL6004, having 3,000K CCT, Type 3 light distribution, post top base, twist-lock photo control, fuse and holder, 120 V led driver, and color matched finish to “RAL #6004”.

For decorative street light posts without luminaires, they shall have decorative pole cap to be Visco 22D and powder coated to match “RAL #6004”.
77-2.02C Light Indicators
Each RRFB unit shall consist of two rapidly flashing rectangular-shaped yellow indicator lights that shall be a minimum size of at least 5” wide x 3” high and shall be horizontally aligned and separated by 7” on the same bar.

The light intensity of the yellow indications during daytime conditions shall meet the minimum specifications for Class 1 yellow peak luminous intensity in the publication “Directional Flashing Optical Warning Devices for Authorized Emergency, Maintenance, and Service Vehicles J595,” 2005 Society of Automotive Engineers (SAE).

SP - 54
77-2.02D Signs
All sign panels must be supplied and installed as part of this bid item. RRFB system shall include W11-2 and W16-7P signs as shown on the plans and shall be fluorescent yellow and must conform to the Caltrans Standard Specifications, and these Special Provisions. 77-2.02E Control Module
Control module must include:

1. On-board user interface

2. Enclosure
77-2.02E(1) On-Board User interface
On-Board User Interface must include:

1. System status

2. Flash patterns: RFB1 (WW+S), RFB2 (WSDOT), 0.5 sec alternating (MUTCD), 0.5 sec unison (MUTCD), 0.1 sec. unison, 0.25 sec. unison, 0.1 sec x3 quick flashes unison, 0.1 sec, x3 quick flashes alternating

3. Input type: momentary for push button activation, normally open switch, normally closed switch

4. Flash duration: 5 sec. to 1 hr.

5. Intensity setting: 20 to 1400 mA for multiple RRFBs, circular beacons, or LED enhanced signs

6. Nighttime dimming: 10 to 100% of daytime intensity

7. Ambient auto-adjust increases intensity during bright daytime

8. Automatic Light Control: reduces intensity if the battery is extremely low

9. LED temperature correction: yellow or red beacons

10. Internal time clock function

11. Radio settings: enable/disable, selectable channel from 1 to 14

12. Digital output: activation counts and data reporting 77-2.02E(2) Enclosure
Control module enclosure must be:

1. NEMA 3R weatherproof enclosure.

2. Lockable with hinged lid for access to on-board user interface.

3. Corrosion -resistant aluminum with stainless steel hardware.

4. Prewired to minimize installation time.

5. High efficiency optics and EMS.

6. 39 lbs or less including on-board user interface and any batteries. 77-2.02F Audible Information Device (AID)
The audible information device (AID) must conform to the latest applicable provisions of the California MUTCD, and these special provisions. The AID must be supplied by the same manufacturer of RRFB and must be furnished and installed as one package. A R10-25 sign shall be furnished and installed with the AID and must conform to the Caltrans Standard Specifications, and these Special Provisions.

The AID shall be Polara iNX or approved equal. Audible message shall be: “Warning lights are flashing.” 77-2.03 CONSTRUCTION
77-2.03A Foundations
Contractor shall install foundations for decorative street light posts as indicated on the project plans. For foundation size and details see Roseville Electric Standard Construction Drawings. 77-2.03B Pull Boxes
For pull boxes see City of Roseville Construction Standards Section 86 Traffic Signals, Lighting and Electrical Systems. All pull boxes and lids shall be Fiberlyte FL36 unless otherwise directed by the Engineer. Pull box lids shall be labeled “ELECTRICAL”
SP - 55
77-2.03C Light Indicators
A minimum of two RRFB units shall be facing each direction of vehicular traffic at the pedestrian crossing.

The two indications must be aligned horizontally, with the longer dimension of the indication horizontal, and a minimum space between the two indications of approximately 7” measured from inside edge of one indication to inside edge of second indication.

A single indicator must be installed on an assembly facing in the direction of approaching pedestrian traffic to serve as a confirmation for the pedestrian that the system has been activated.

The outside edges of the two indications, including any housing, must not protrude beyond the outside edges of the integral signage of the assembly.

Each indication must be located between the bottom of the crossing warning sign and the top of the supplemental downward diagonal arrow plaque.

77.2.03D RRFB Assembly Mounting
The RRFB assembly shall be installed using strap and saddle mounting bracket method. Contractor shall drill holes in the decorative street light post to run wiring for the light indicators and the AID system. 77-2.03E Underground Construction
For underground construction, see City of Roseville Construction Standards Section 86 Traffic Signals, Lighting and Electrical Systems.

All conduits installed in existing roadways shall be buried at a minimum depth of 18 inches below finished grade.

All trenches shall be constructed per Section 31-2 of City Construction Standards; see City Standard Detail TS-13.
77-2.04 PAYMENT
The contract lump sum price paid for rectangular rapid flashing beacon system shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for all the work involved in installing AC powered rectangular rapid flashing beacon (RRFB) system, complete in-place, including, but not limited to, all items included in rectangular rapid flashing beacon system assemblies, decorative street light posts, foundations, luminaires, pull boxes, conduit, wiring, and power equipment considered, as shown on the plans, as specified in the City of Roseville Design and Construction Standards, the State Standard Specifications and these special provisions and as directed by the Engineer.
77-3 MODIFYING SIGNAL AND LIGHTING SYSTEMS (CITY)
77-3.01 GENERAL
77-3.01A Summary
Section 77-3 includes general specifications for constructing electrical systems.

Modifying signal and lighting system (City) includes removing, adjusting, or adding:

1. Loop detectors

2. Pull boxes

3. Conduit

4. Conductors

5. Cables
The components of modifying signal and lighting systems (City) are shown on the project plans. 77-3.02 MATERIALS
The electrical equipment and materials must comply with section 86 of the City’s Construction Standard and section 86 of the Caltrans Standard Specifications.

SP - 56
77-3.03 CONSTRUCTION
Install electrical equipment under section 86 of the City’s Construction Standard and section 87 of the Caltrans Standard Specifications.

Vehicle detection that is impacted by digout operations shall be replaced by the Contractor per the latest City Standards, not limited to but including loop layout. Reference to existing vehicle detection as-builts are included in Appendix B.

Obliteration of loops outside the Contractors’ work will be replaced in kind between the new lifts of HMA at the cost of the Contractor.
77-3.04 PAYMENT
The contract lump sum price paid for modifying signal and lighting systems (City) shall include full compensation for furnishing all labor, materials, scheduling, tools, equipment, and incidentals and for doing all the work, complete in place, including layout work, coordination with Hot Mix Asphalt placement, installation of vehicle detector loops, pulling wire, moving existing DLC wire, splicing and incidentals for all the work involved in installing loop detectors, complete in-place, including, but not limited to, loop wire, sawcutting, sealants, conduit, wiring, splicing, pull boxes, and detector hand holes as shown on the plans, as specified in the City of Roseville Design and Construction Standards, the State Standard Specifications and these special provisions and as directed by the Engineer.

The contract price paid for modifying signal and lighting systems (City) shall also include abandoning traffic signal detector loops, and no additional compensation shall be allowed therefore. Traffic loops may be Type A, Type D, Type E preformed, or bike loops as shown on the as-built plans and as required by the latest City Standards. No unit price adjustment shall be made for adding or deleting any type of traffic loop. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION IX TRAFFIC CONTROL DEVICES
82 SIGNS AND MARKERS
Add to section 82-1.01:

Signs must be constructed in accordance with the section 56 of City of Roseville Construction Standards.

Add to section 82-3.02A:

Roadside sign must comply with section 56-2.02 of City of Roseville Construction Standards.

Replace paragraphs of section 82-3.02B with:

Metal posts must comply with City of Roseville Standard Drawing TS-17A and must conform to section 56-2.02A of City of Roseville Construction Standards.

Replace paragraphs of section 82-3.02C with:

Not Used
Replace paragraphs of section 82-3.02D with:

Not Used
Replace paragraphs of section 82-3.02E with:

Sign panel fastening hardware must comply with section 56-2.02D of City of Roseville Construction Standards.

Replace paragraphs of section 82-3.03A with:

Sign panel installation must comply with section 56-2.04 of City of Roseville Construction Standards.

SP - 57
Replace paragraphs of section 82-3.03B with:

Not Used
Replace paragraphs of section 82-3.04 with:

Payment for furnishing sign panels is included in the payment for roadside sign. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
83 RAILINGS AND BARRIERS
Replace section 83-2.10 with:
83-2.10 PEDESTRIAN HANDRAILING
83-2.10A General
83-2.10A(1) Summary
Section 83-2.10 includes specifications for constructing pedestrian handrailings. 83-2.10A(2) Definitions
Not Used
83-2.10A(3) Submittals
83-2.01A(3)(a) General
Not used
83-2.10(A)(3)(b) Shop Drawings
Submit shop drawings for the pedestrian handrailing. Shop drawings must include:

1. Pedestrian handrailing.

2. Details for venting and pickup holes in posts, rails and pickets.

4. Complete details for the construction of work, including construction methods, sequence of shop and field assembly, and installation sequence and procedures for the pedestrian handrailing.

Submit 7 copies of the shop drawings. Allow 25 days for review. Upon authorization, the Engineer returns 2 copies to you for use during construction.
83-2.01A(3)(c) Certificate of Compliance
Submit a certificate of compliance signed by the supplier's QC representative for the pedestrian handrailing.
83-2.10A(4) Quality Assurance
Not used
83-2.10B Materials
The materials for pedestrian handrailing must comply with section 83-2.08 of the State Standard Specifications.
83-2.10C Construction
Construction of pedestrian handrailing must comply with 83-2.08C of the State Standard Specifications.

Powder coating of the ornamental railing must use the following procedure.

1. All surfaces to be sandblasted to a while metal surfaces to achieve a 1 MIL surface profile.

2. Apply epoxy powder coat primer at 1-1.5" MIL thickness.

3. Apply Tiger Series38 super durable topcoat or approved equal.

Powder coating product must be certified for a 3000-hour salt spray test per ASTM B117.

Follow all manufacturer's instructions for surface preparation, primer application, and topcoat application.

SP - 58
Color to match streetlights on Vernon Avenue.
83-2.10D Payment
The payment for pedestrian handrailing, included powder coating, is included in the payment for Retaining Walls and Minor Concrete (Stairs).
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
84 MARKINGS
Add to section 84-1.01:

Traffic stripes, pavement markings, and pavement markers shall conform to the provisions in Section 84 TRAFFIC STRIPES AND PAVEMENT MARKINGS and Section 85 MARKERS of the City of Roseville Construction Standards and the Standard Construction Specifications, and these special provisions.

The Contractor shall install temporary pavement striping and markings as necessary during construction.

All temporary pavement striping and marking shall be refreshed as needed or when directed by the Engineer, at the Contractor’s expense, until permanent pavement striping and marking is installed.

Add to section 84-1.04:

The contract unit price paid per linear foot for Thermoplastic Traffic Stripe shall include full compensation for all labor, materials, tools, incidentals and equipment required to complete these items of the work, as shown on the plans, as specified in the City of Roseville Design and Construction Standards, the State Standard Specifications and these special provisions and as directed by the Engineer.

The contract unit price paid per square foot for Thermoplastic Pavement Marking shall include full compensation for all labor, materials, tools, incidentals and equipment required to complete these items of the work, as shown on the plans, as specified in the City of Roseville Design and Construction Standards, the State Standard Specifications and these special provisions and as directed by the Engineer.

The contract unit price paid per each for Pavement Markers shall include full compensation for all labor, materials, tools, incidentals and equipment required to complete these items of the work, as shown on the plans, as specified in the City of Roseville Design and Construction Standards, the State Standard Specifications and these special provisions and as directed by the Engineer.

Add to section 84-2.03C(3):

All striping or pavement markings damaged during construction must be repaired at your expense.

Repairs must consist of complete replacement of striping or markings as directed by the Engineer.

When you are unable to place traffic stripes and marking due to unsuitable weather conditions, the Engineer can temporarily suspend work per section 8-1.06. When the work is suspended for greater than 14 days, install temporary traffic stripe and pavement markings. Placement of temporary traffic strip and temporary pavement marking is considered extra work per section 4-1.05.

Replace Reserved in section 84-9.03C with:

Residue from the removal of painted or thermoplastic traffic stripes and pavement markings contains lead from the paint or thermoplastic. The average lead concentrations are less than 1,000 mg/kg total lead and 5 mg/L soluble lead. This residue:

1. Is a nonhazardous waste

2. Does not contain heavy metals in concentrations exceeding the thresholds established by the Health and Safety Code and 22 CA Code of Regs
SP - 59

3. Is not regulated under the Federal Resource Conservation and Recovery Act (RCRA), 42 USC § 6901 et seq.

Management of this material exposes workers to health hazards that must be addressed in your lead compliance plan.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION X ELECTRICAL WORK
87 ELECTRICAL SYSTEMS
Replace paragraphs of section 87-2.01B with:

Lighting systems must comply with these Special Provisions and the Roseville Electric Construction Standard Specifications, unless otherwise directed by specific comments or details in the electrical plans.

APPENDICES
Appendix A:

Progress Payment Forms

MONTHLY PROJECT PAYMENT

ESTIMATE SUMMARY
Payment Estimate No:

Department of Public Works
311 Vernon Street Work Performed Through:

Roseville, CA 95678
Contractor: Project:

Address: Acct.No:

Contract Summary
Original Contract Amount: (1)
Approved Change Orders through #: (2)
Quantity Changes (Requires Project Engineer/Inspector verification): (3) Total Contract Amount to Date: (4)
Payment Summary
Contract Payments
(Payment through PP#_________)
Change Order Payments
(CCO#________________ through ___________)
Total Earnings
Less: Retention: (0%)
In escrow account Yes No
Less: Administrative Deductions
(Deducted from PP# _________________)
Payment Due to Contractor
The undersigned Contractor or Contractor's Authorized Representative certifies that to the best of his knowledge, information, and belief, the work covered in this application for payment has been completed in accordance with the contract documents and the costs shown are true and correct.

Resident Engineer: Senior Engineer: Contractor:

Date: Date: Date:

Form CC 1 REV: 09/17

PERIOD AMOUNT

CURRENT PAY PREVIOUS TO DATE

AMOUNT AMOUNT
FORM CC 2 REV: 09/17
Project: PROJECT PAYMENT ESTIMATE
Acct#: Payment Estimate No:

Department of Public Works
311 Vernon Street Contrac:

Roseville, CA 95678
Work Performed Through:

Item Item Description Unit Estimated Unit Cost Contract No. Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount $ - $ - 0 $ - 0% $ - 0% $ -
$ - $ - 0 $ - 0% $ - 0% $ -
$ - $ - 0 $ - 0% $ - 0% $ -
$ - $ - 0 $ - 0 $ - 0 $ -
$ - $ - 0 $ - 0 $ - 0 $ -
$ - $ - 0 $ - 0 $ - 0 $ -
$ - $ - 0 $ - 0 $ - 0 $ -
$ - $ - 0 $ - 0 $ - 0 $ -
$ - $ - 0 $ - 0 $ - 0 $ -
$ - $ - 0 $ - 0 $ - 0 $ -
$ - $ - 0 $ - 0 $ - 0 $ -
TOTALS: $ - $ - $ - $ - $ -
This Estimate Previous Estimates Work Completed Work Remaining FORM CC 3 REV: 09/17
Project: QUANTITY ADJUSTMENT FORM
Acct.No: Payment Estimate No:

Department of Public Works
311 Vernon Street Contractor:

Roseville, CA 95678
Work Performed Through:

INSTRUCTIONS
This form is to accompany Progress Payments or the Final Payment where there are quantity changes (variations in quantities) authorized by the Department of Public Works that adjust the Total Contract Amount.

Quantity Changes in the amount of:

P Accompanying Progress Payment # (or Final Payment) have been reviewed and the actual quantities verified.

Item Item Description Unit Unit Cost
No. Quantity
Increase
(Decrease) Amount Quantity
Increase
(Decrease) Amount Quantity
Increase
(Decrease) Amount
$ - $ - 0 $ -
$ - $ - 0 $ -
$ - $ - 0 $ -
$ - $ - 0 $ -
$ - $ - 0 $ -
$ - $ - 0 $ -
$ - $ - 0 $ -
$ - $ - $ -
Contractor Signature Date Resident Engineer Signature Date Totals
This Estimate Previous Estimates
Contract Quantity Adjustments
To-Date Totals
From CC4 REV; 9/17

CONDITIONAL WAIVER AND

RELEASE ON FINAL PAYMENT
From: Date:

Name of Contractor/Claimant
Payment Request No:

Address Acct.No:

Project Name:

To/Owner: CITY OF ROSEVILLE
Department of Public Works
Engineering Division
311 Vernon Street
Roseville, CA 95678
Maker of Check:

Amount of Check:

Check Payable To:

Claimant Signature Print Name:

Claimant Title Date:

Signature
NOTICE: THIS DOCUMENT WAIVES THE CLAIMANT'S LIEN, STOP PAYMENT NOTICE, AND PAYMENT BOND RIGHTS EFFECTIVE ON RECEIPT OF PAYMENT. A PERSON SHOULD NOT RELY ON THIS DOCUMENT UNLESS SATISFIED THAT THE CLAIMANT HAS RECEIVED PAYMENT.

This document waives and releases lien, stop payment notice, and payment bond rights the claimant has for labor and service provided, and equipment and material delivered, to the customer on this job. Rights based upon labor or service provided, or equipment or material delivered, pursuant to a written change order that has been fully executed by the parties prior to the date that this document is signed by the claimant, are waived and released by this document, unless listed as an Exception below This document is effective only on the claimant's receipt of payment from the financial institution on which the following check is drawn:

Conditional Waiver and Release
Exceptions

CONTRACT CHANGE ORDER
Change Order No.

Department of Public Works Date Prepared:
311 Vernon Street
Roseville, CA 95678
Contractor: Project:

Address: Acct.No:

Estimated Cost: □ Decrease □ Increase
By reason of this order, the time of completion will be adjusted as follows:

Original Contract Amount:

Total Change by Previous Change Orders and/or Quantity Adjustment:

Contract Amount Prior to this Change Order:

Contract Amount to be (Increased/Decreased) by this Change Order:

Adjusted Contract Amount Including this Change Order:

SIGNATURE (PRINT NAME & TITLE) DATE

SIGNATURE (PRINT NAME & TITLE) DATE
Form CC 5 REV: 09/17
$ -
We, the undersigned contractor, have given careful consideration to the change proposed and agree, if this proposal is approved, that we will provide all equipment, furnish the materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment, therefore, the prices shown above. NOTE: If you, the contractor, do not sign acceptance of this order, your attention is directed to the requirements of the specifications as to proceeding with the ordered work and filing a written protest within the time therein specified.

You are directed to make the following changes from the plans and specifications or do the following described work not included in the plans and specifications for this contract.

Description of work to be done, estimate of quantities, and prices to be paid:

Segregate between additional work at contract price, agreed price, and force account.

Unless otherwise stated, rates for rental of equipment cover only such time as equipment is actually used and no allowance will be made for idle time.

CONTRACTOR ACCEPTANCE BY:
$ -
$ -
CITY APPROVAL BY:

Appendix B:

Traffic Signal Loop As-Builts
There is no third
loop in the rightturn pocket asshown. Loopslocated by SignalTechs 3/22/2022 -Jerome Pastor

Appendix C:

Red Flash Approval Form
TS-21
Rev. 08/20

INTERSECTION RED FLASH APPROVAL
With stamped approval of this letter by the Traffic Section, Red Flash/Dark Signal is approved for the following intersection as specified below:

LOCATION:

PROJECT ACCOUNT NUMBER:

DATE:

TIME/DURATION:

RED FLASH APPROVED:

1. Contractor shall submit the completed Intersection Red Flash Approval Form to the City Inspector and to [email protected] 72 hours prior to needing the intersection in red flash. Signal shutdown shall be performed only by City personnel, unless otherwise directed by the Engineer.

2. During normal working hours (M-F, 7am-5pm) the contractor shall contact the Traffic Signal Technician either by telephone at (916) 746-1760 or by email or text message at [email protected] one hour prior to needing the traffic signal placed into or removed from red flash. Outside of normal working hours - no phone call required.

3. The traffic signal will not be permitted to be placed in red flash during rain, lightning, or inclement weather conditions (including wet pavement conditions).

4. The Contractor shall reimburse the City for the actual cost of all inspection, including City Traffic Signal Technician time as required.

5. “Road Work Ahead” Signs required at all approaches to intersection when in red flash.

6. The Contractor shall furnish and place 36” “Stop” signs on arterial roadway approaches. Signs shall be mounted at a height of 84”.

DARK SIGNAL APPROVED – ADDITIONAL REQUIREMENTS

1. The Contractor shall place "Stop Ahead" C-W17 and "Stop" R-1 signs to direct vehicle and pedestrian traffic through the intersection during traffic signal system shutdown. Temporary "Stop Ahead" and "Stop" signs shall be removed when the system is turned on.

2. "Stop Ahead" and "Stop" signs shall be furnished by the Contractor. Minimum size of "Stop" signs shall be 36” for single sign placements and 24" for dual sign placements. Signs shall be mounted at a height of 84”.

3. One "Stop Ahead" sign and one "Stop" sign shall be placed for each direction of traffic. For approaches with two or more through or left turn lanes, two "Stop" signs shall be placed. Typical sign placement should be between the left turn and through lanes. Additional "Stop" signs should be placed on the shoulder. No "Stop" signs shall be placed in a manner that blocks bike lanes.

4. "Stop Ahead" and "Stop" signs shall be in place in each direction immediately prior to the intersection going dark and removed immediately after the intersection is placed back into red flash.

5. Red flashing beacons or flares shall be placed and maintained at each "Stop" sign during nighttime (dark) hours.

6. Traffic control must be verified by the Public Works Construction Inspector prior to the signal being deactivated.

I have read the above Intersection Red Flash Approval requirements.

REQUESTOR
INFO: Name of Company
( )
Print Name of Requestor Contact Phone Number
SIGNATURE: X / /
Date
INSPECTOR NAME: Inspector. Phone #:

Copy To: Contractor, Public Works Inspector, Signal Technicians, NOTE: Contractor is required to follow all requirements of this letter and keep a signed and stamped copy at job site. (916) 746-1300 • (916) 746-1339 Fax • (916) 774-5220 TDD • [email protected] • www.roseville.ca.us/engineering B:\CommunityDevelopment\Engineering\PW-TRAFFIC\Red Flash Letters\Red Flash Form_rev 08-20.pdf Public Works
Engineering
311 Vernon Street
Roseville, California 95678-2649
Appendix D:

Downtown Roseville Specific Plan – Mitigation Monitoring Program
Prepared by:

EDAW
2022 J Street
Sacramento, CA 95811
March 2009
Mitigation Monitoring Program
Downtown Roseville Specific Plan
Prepared by:

EDAW
2022 J Street
Sacramento, CA 95811
Contact:

John Hope
Project Manager
916/414-5800
March 2009
Prepared for:

City of Roseville
Department of Planning
and Redevelopment
311 Vernon Street
Roseville, CA 95678
Attn: Kevin Payne
Assistant Development
Director
916/774-5256
Mitigation Monitoring Program
Downtown Roseville Specific Plan
P 07110247.01
Downtown Roseville Specific Plan EIR EDAW
City of Roseville MMP-1 Mitigation Monitoring Program

MITIGATION MONITORING PROGRAM FOR DOWNTOWN

ROSEVILLE SPECIFIC PLAN PROJECT

INTRODUCTION
Sections 15091(d) and 15097 of the State Guidelines for the California Environmental Quality Act (CEQA) require public agencies “to adopt a reporting and monitoring program for changes to the project which it has adopted or made a condition of project approval in order to mitigate or avoid significant effects on the environment.” A Mitigation Monitoring Program (MMP) is required by the City of Roseville (City) for the Downtown Roseville Specific Plan project because the Final Environmental Impact Report (EIR) for the project identified potentially significant adverse impacts related to construction and implementation activities, and mitigation measures have been identified to mitigate those impacts.

The MMP contained herein is intended to satisfy the requirements of CEQA as it relates to the Downtown Roseville Specific Plan Project EIR. This MMP is intended to be used by City staff and mitigation monitoring personnel to ensure compliance with mitigation measures during implementation of the project. Mitigation measures presented in this MMP were developed during the preparation of the Draft EIR (December 23, 2008) and Final EIR (March 2009) for the project.

The intent of this MMP is to ensure the effective implementation and enforcement of all adopted mitigation measures. The MMP will provide for monitoring of construction activities and in-the-field identification and resolution of environmental concerns that may arise during project implementation. The MMP may be modified by the City during project implementation, as necessary, in response to changing conditions or other refinements.

MITIGATION MONITORING PROGRAM DESCRIPTION

COMPLIANCE
The City will coordinate all monitoring activities and document the implementation of mitigation measures.

Unless otherwise specified herein, the City is responsible for taking all actions necessary to implement the mitigation measures according to the specifications provided for each measure, and for demonstrating that the action has been successfully completed. The City, at its discretion, may delegate implementation responsibility or portions thereof to the developer, a licensed contractor, or other designated agent.

The City will coordinate the overall administration of the MMP and will verify that City staff members and/or the construction contractor and other responsible parties have completed the necessary actions for each measure. The table below identifies the mitigation measures adopted in the Final EIR, additional information on the monitoring actions and specific implementing entities, including the responsible parties for monitoring actions, and timing of each mitigation action. In cases where the implementing responsibility is shared between the City and construction contractors, the City will be responsible for ensuring that mitigation requirements are implemented.

FIELD MONITORING OF MITIGATION MEASURES
Prior to the issuance of City-approved construction contracts and applicant-sponsored grading and building permits, and during such time as development plans are being prepared for approval by City staff, the City will be responsible for ensuring compliance with mitigation monitoring applicable to the project design phase.

During construction, the City’s Public Works Department will assign inspectors to be responsible for monitoring the implementation of mitigation measures. These inspectors will report to the City’s Public Works Department and will be thoroughly familiar with mitigation measures in the MMP. In addition, the inspectors will be familiar EDAW Downtown Roseville Specific Plan EIR
Mitigation Monitoring Program MMP-2 City of Roseville
with construction contract requirements, schedules, standard construction practices, and mitigation techniques.

The City will be responsible for onsite, day-to-day monitoring of construction activities, reviewing construction plans, and reviewing equipment staging/access plans to ensure conformance with adopted mitigation measures.

The City will also have the authority to enforce mitigation measures by suspending specific construction activities.

Once construction has been completed, the City will monitor the project, as necessary.

If any mitigation measures are not being implemented, the City may pursue corrective action. Penalties may include, but are not limited to, the following:

1. Written notification and request for compliance,

2. Withholding of permits,

3. Administrative fines,

4. Stop-work orders,

5. Criminal prosecution and/or administrative fines,

6. Forfeiture of security bonds or other guarantees, and/or

7. Revocation of permits or other entitlements.

Mitigation measures applicable to construction contracts issued by the City (e.g., for parking garages) will be conveyed in contract documents. Failure to comply with these requirements by the construction contractor may also necessitate contract-based penalties.

CHANGES TO MITIGATION MEASURES
Any substantive change to the MMP made by City staff shall be reported in writing to the Planning Department.

Modification to any mitigation measures may be made by City staff subject to one of the following findings, documented by evidence included in the record:
a) The mitigation measure included in the Final EIR and the adopted MMP is no longer required because the significant environmental impact identified in the Final EIR has been found to not exist, or to occur at a level which makes the impact less than significant as a result of changes in the project, changes in conditions of the environment, or other factors.

OR
b) The modified or substitute mitigation measure to be included in the MMP provides a level of environmental protection equal to or greater than that afforded by the mitigation measure included in the Final EIR and the adopted MMP; and the modified or substitute mitigation measures do not have significant adverse effects on the environment in addition to or greater than those which were considered by the responsible hearing bodies in their decisions on the Final EIR and the proposed project; and the modified or substitute mitigation measures are feasible, and the City, through measures included in the MMP or other City procedures, can ensure their implementation.

Findings and related documentation supporting the findings involving modifications to mitigation measures shall be maintained in the project file with the MMP and shall be made available to the public upon request.

Downtown Roseville Specific Plan EIR EDAW
City of Roseville MMP-3 Mitigation Monitoring Program

MITIGATION MONITORING PROGRAM
The table presented on the following pages provides the MMP for the Downtown Roseville Specific Plan project.

The MMP identifies the following.

Mitigation Measure – This provides the text of the mitigation measure identified in the Final EIR and identifies the mitigation measure according to the number in the Final EIR. The mitigation measures are presented by topic (e.g., air quality) in the same sequence as that presented in the Final EIR.

Implementation – This identifies the entity responsible for complying with the requirements of the mitigation measure and identifies the method and/or process by which the mitigation measure will be implemented.

Timing – This identifies the time frame in which the mitigation will take place.

Reviewing Party – This identifies the party responsible for reviewing and ensuring implementation of each mitigation measure.

PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-4 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party Public Services

4.3-4: Increased Demand for Public School Facilities and Services. The proposed project would generate approximately 23 high school students. To ensure adequate funding is available for high school facilities necessary to accommodate the increase in student population caused by the proposed project, landowners and developers shall pay school mitigation fees in accordance with the City of Roseville Ordinance 2434 before issuance of building permits for construction in the Plan area. Development projects in the Plan area that include only residential land uses shall enter into a Mutual Benefit Agreement (MBA) with school districts serving that area.

Implementation of Mitigation Measure 4.3-4 would ensure adequate funding is made available to school districts to pay for construction and operation of new school facilities as needed to serve development. School impact fees are typically an insufficient amount to fund 100% of new school facility construction. However, the California Legislature has declared that the school impact fee is deemed to be full and adequate mitigation under CEQA (Government Code Section 65996). With payment of the state-mandate fees, impacts on school services and facilities would be reduced to a less-thansignificant level.

The applicant shall pay school
mitigation fees in accordance
with the City of Roseville
Ordinance 2434
Prior to issuance of building
permits
PRD
Geology and Soils

4.4-3: Seismically-Induced Risks to People and Structures Caused by Landsides. To minimize potential damage from unstable soil (landslides) along Dry Creek, the project applicant shall hire a qualified, licensed geotechnical engineer to map the Dry Creek corridor for clay-rich, weak soils, and high groundwater conditions prior to any construction or grading activities occurring in Dry Creek. Any unstable or hazardous slopes identified during the geotechnical investigation shall be identified by the geotechnical engineer and the geotechnical engineer shall provide recommendations for preventing landslides during project design and/or construction. These measures shall be included in grading permits prior to approval by the City.

The applicant shall hire a
qualified, licensed geotechnical
engineer to map the Dry Creek
corridor for clay-rich, weak soils,
and high groundwater conditions
Prior to issuance of grading
permit; prior to grounddisturbing construction
activities associated with
bridges
PWD
The project contractor shall
Implement standard engineering
requirements
During ground-disturbing
construction activities
PWD
The project contractor shall
implement all recommendations
of the geotechnical investigation
During ground-disturbing
construction activities
PWD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-5 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party Aesthetics

4.5-3: Impacts from Lighting and Reflective Surfaces. Operation of the golf course at nighttime would require the use of high-powered floodlights mounted on poles approximately 25 to 30 feet high that would be placed near or adjacent to existing residences. Prior to installation of nighttime lighting at the golf course, the City shall coordinate with a company specializing in or expertise with exterior lighting systems for golf courses (e.g., Abacus). Floodlighting used shall consist of a double asymmetric beam distribution that ensures minimum upward light and tight control of light overspill into adjacent areas.

The golf course shall be designed to incorporate a line of trees located along the outermost boundary between the golf course and all adjacent residences.

The applicant shall coordinate
with a company specializing in or
expertise with exterior lighting
systems for golf courses
Prior to installation of
nighttime lighting at the golf
course
PRD
The applicant shall design the
golf course with double
asymmetric beam distribution
floodlights
Prior to operation of the golf
course
PRD
The applicant shall design the
golf course with a line of trees
located along the outermost
boundary between the golf course
and all adjacent residences
Prior to operation of the golf
course
PRD
Traffic and Circulation

4.6-1: Unacceptable Peak Hour LOS at Signalized Intersections under Existing Plus Project Conditions. The Specific Plan would establish a Pedestrian Overlay District within the Plan area. The Pedestrian Overlay District is would construct physical improvements at intersections in the Plan area to encourage pedestrian activity and increase pedestrian safety. Although three signalized intersections in the study area would operate below LOS C, they would be located in the Pedestrian Overlay District which would make the intersections exempt from the City’s LOS C policy. Therefore, the project would result in a less-than-significant impact.

No actions necessary

4.6-2: Unacceptable p.m. Peak Hour LOS at Signalized Intersections under Cumulative (2020) Plus Project Conditions. The Specific Plan would establish a Pedestrian Overlay District within the Plan area. The Pedestrian Overlay District is would construct physical improvements at intersections in the Plan area to encourage pedestrian activity and increase pedestrian safety.

Establishment of a Pedestrian Overlay District would reduce impacts to the Judah Street/Vernon Street and Washington Boulevard/Main Street intersections because it would these intersections exempt from the City’s LOS C policy such that the intersections would operate at an acceptable LOS.

The following mitigation measures are identified for the significant impacts under the Cumulative (2020) Plus Project scenario at signalized study intersections:

PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-6 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party ► LOS D at Yosemite Street/Atlantic Street. The addition of project traffic at this intersection under cumulative 2020 conditions would deteriorate operations from LOS C to LOS D. To mitigate project impacts, the southbound right-turn lane could be restriped as a shared left/right-turn lane. With this restriping, the intersection would operate at an acceptable LOS C. The project would be responsible to pay their fair share toward this improvement. This intersection improvement shall be incorporated into the City of Roseville Capital Improvement Program. Incorporating this intersection improvement into the City’s Capital Improvement Program would establish a funding mechanism to collect the remaining funds for this improvement (beyond the project’s fair share). Therefore, implementation of the ultimate improvement would be guaranteed and the impact is considered less than significant.

The City of Roseville shall
incorporate into the City of
Roseville Capital Improvement
Program the restriping of the
southbound right-turn lane at the
Yosemite Street/Atlantic Street
intersection as a shared left/rightturn lane
As part of approval of the
Specific Plan
PRD
► LOS D at Orlando Avenue/Marlin Drive/Cirby Way. The addition of project traffic at this intersection under cumulative 2020 conditions would deteriorate operations from LOS C to LOS D. To mitigate project impacts, the northbound and southbound approaches should be widened to provide one dedicated left-turn lane, one through lane, and one right-turn lane.

With these improvements, the intersection phasing could be modified to provide protected left-turn movements, and would operate at an acceptable LOS C. Please note that, given the curvature of Marlin Drive and Orlando Avenue, the creek just north of the intersection, and right-of-way constraints, the identified mitigation may not be feasible. Therefore, this impact is considered significant and unavoidable.

No actions necessary
► LOS D at Harding Drive/Estates Drive. The addition of project traffic at this intersection under cumulative 2020 conditions would deteriorate operations from LOS C to LOS D. To mitigate project impacts, a dedicated southbound right-turn lane would be needed. With this improvement, the intersection would operate at an acceptable LOS C. The project would be responsible to pay a fair share toward this improvement. Please note that existing development is present on all four quadrants of the intersection, limiting the available right-of-way to implement the improvement which may make the identified mitigation infeasible. Therefore, this impact is considered significant and unavoidable.

No actions necessary
► LOS E at Sunrise Avenue/Eureka Road. The addition of project traffic at this intersection under cumulative 2020 conditions would deteriorate operations from LOS D to LOS E. To mitigate project impacts, a third eastbound left-turn lane could be added to the intersection. With the No actions necessary
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-7 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party improvement, the intersection would operate at LOS D, consistent with the No Project Condition. However, there are potential right-of-way constraints and inherent design complexities of implementing triple leftturn lanes. Therefore, this impact is considered significant and unavoidable.

4.6-5: Parking. To mitigate parking impacts for the Plan area, the project shall provide an additional 580 parking spaces. This shall be accommodated by providing extra spaces within the three planned parking structures, providing additional public parking spaces (as part of developing and implementing the Parking Management Plan), or require development to provide additional parking (e.g., in-lieu fees).

The City of Roseville shall
provide an additional 580 parking
spaces in the Plan area
As part of approval of the
Specific Plan
PRD
Cultural Resources

4.7-1: Disturbance of Architectural Resources. Two of the historic-era resources located within the Plan area to appear to be eligible for CRHR listing.

These resources include: 316 Vernon Street and 419-425 Vernon Street. The Old Town Roseville area is designated as a historic district at the local level by the City of Roseville. Consequently, it is recommended that any alterations made to these eligible resources be conducted in a manner consistent with the Secretary of the Interior’s Standards for the Treatment of Historic Properties, and the Design Guidelines for Central Roseville. Generally, under CEQA, a project that complies with the Secretary of the Interior’s Standards for the Treatment of Historic Properties with Guidelines for Preserving, Rehabilitating, Restoring, and Reconstructing Historic Buildings or the Secretary of Interior’s Standards for Rehabilitation is considered to have mitigated impacts to a historical resource to a less-than-significant level (State CEQA Guidelines Section 15064.5).

The applicant shall ensure
alterations made to buildings at
316 Vernon Street and 419-425
Vernon Street be conducted in a
manner consistent with the
Secretary of the Interior’s
Standards for the Treatment of
Historic Properties, and the
Design Guidelines for Central
Roseville
Prior to issuance of demolition
or building permit
PRD
Development within the Plan area could result in new land uses, infill development, and streetscape improvements. Over the 20-year build-out period for the Specific Plan, future developments within the Plan area could result in impacts to 25 buildings built between 1963 and 1983. These buildings and their locations are listed in Table 4.7-2. Prior to the approval of demolition or building permits that would result in substantial alteration of any of the 15 buildings that will reach 45 years in age by the build-out date, the City shall ensure that an evaluation of significance according to CRHR criteria shall be performed. If the evaluation indicates the property is not eligible for listing in the CRHR, no further action is necessary. If any of these buildings are found to be eligible for listing in the CRHR in conjunction with future evaluations, the The applicant shall ensure
alterations made to 25 buildings
built between 1963 and 1983 are
evaluated for significance
according to CRHR criteria.

Prior to issuance of demolition
or building permit
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-8 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party City shall ensure that the proposed development is consistent with the Secretary of the Interior’s Standards for the Treatment of Historic Properties or develop other methods to avoid significant impacts to these properties in consultation with the State Office of Historic Preservation (OHP). This measure would reduce potentially significant impacts to Architectural Resources to a less-thansignificant level.

If it is not feasible to retain an eligible historic resource, prior to demolition, documentation similar to the standards of the Historic American Building Survey (HABS) shall be conducted. A HABS -like recordation would document the site history, construction history, and current appearance of the eligible resource in the context of Roseville’s history. The HABS-like recordation shall be completed by an architectural historian who meets the Secretary of the Interior’s professional qualifications standards, and an experienced HABS photographer. The final document shall be filed in a local library / repository.

Although this type of documentation eliminates one adverse impact of demolition (i.e., loss of historical information) it does not prevent the physical loss of a historically significant resource.

If an evaluation determines any
of the 25 buildings built between
1963 and 1983 are found to be
eligible for listing in the CRHR,
the applicant shall ensure
development consistent with the
Secretary of the Interior’s
Standards for the Treatment of
Historic Properties or develop
other methods to avoid
significant impacts to these
properties in consultation with
the State Office of Historic
Preservation (OHP)
Prior to issuance of demolition
or building permit
PRD
Implementation of the above mitigation measure would reduce impacts related to disturbance of architectural resources. However, the potential loss of a historically significant resource could occur. While implementation of mitigation measure 4.7-1 would lessen project impacts, demolition of a historical resource would be a significant adverse change and, therefore, considered a significant and unavoidable impact.

If retention of an eligible historic
resource is considered infeasible,
the applicant shall conduct
documentation similar to the
standards of the Historic
American Building Survey
(HABS)
Prior to issuance of demolition
or building permit
PRD

4.7-2: Disturbance of Potential Subsurface Cultural Deposits. In the event that unrecorded cultural materials are identified during construction-related ground disturbing activities, potentially destructive work in the vicinity of the find shall cease until a qualified archaeologist can determine the significance of the find and, if appropriate, provide recommendations for treatment to the City.

Treatment approved by the City shall be implemented prior to resuming ground disturbing activities.

The project contractor shall
Suspend construction work if
unrecorded cultural materials are
identified
During construction-related
ground disturbing activities
PRD

4.7-3: Undiscovered / Unrecorded Human Remains. If human remains are discovered at any project construction site during any phase of construction, work within 50 feet of the remains shall be suspended immediately, and the The project contractor suspend
construction work, if human
remains are discovered, and
During construction-related
ground disturbing activities
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-9 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party City of Roseville, the project applicant, and the county coroner shall be notified immediately. If the remains are determined by the county coroner to be Native American, the Native American Heritage Commission (NAHC) shall be notified within 24 hours, and the guidelines of the NAHC shall be adhered to in the treatment and disposition of the remains. The City or the project applicant shall also retain a professional archaeologist with Native American burial experience who shall conduct a field investigation of the specific site and consult with the Most Likely Descendant (MLD) identified by the NAHC. As necessary, the archaeologist may provide professional assistance to the MLD including the excavation and removal of the human remains. The City or the project applicant shall implement any mitigation before the resumption of activities at the site where the remains were discovered. notify City of Roseville
The City of Roseville shall notify
County Coroner if human
remains are discovered
During construction-related
ground disturbing activities
PRD
The City of Roseville shall notify
Native American Heritage
Commission if human remains
are discovered
During construction-related
ground disturbing activities
PRD
Hazards and Hazardous Materials

4.8-1: Exposure of Construction Workers, Residents, and Others to Hazardous Materials. A Health and Safety Plan (HASP) prepared for the construction process, consistent with general industry standards and Occupational Safety and Health Administration (OSHA) requirements, would address the risks to construction personnel and public safety, such that these health and safety risks would be mitigated to an acceptable level. A qualified professional, such as a Certified Industrial Hygienist (CIH), would prepare the HASP to provide guidance for personnel involved in trenching and other excavation work where there is evidence of hydrocarbons or other hazardous materials.

The HASP utilized for each construction phase would describe in detail the health and safety guidelines, procedures, and work practices that must be adhered to and the work to be performed, and would also include special details governing certain work, such as working in confined spaces. Should contaminants be found, appropriate measures would be taken to mitigate potential effects related to construction/implementation of the proposed project.

This may include excavation of contaminated soils and disposal at an appropriate facility. The potential contaminants of concern are petroleum hydrocarbons and associated chemicals, such as oxygenates and fuel scavengers, and volatile organic carbons (e.g., PCE, TCE).

The project contractor shall
prepare site-specific Health and
Safety Plan
Prior to grading or
construction
PWD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-10 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party The HASP would address appropriate personal protective equipment (PPE), monitoring to protect on-site workers; and the appropriate level of worker training (e.g., Hazardous Waste Operations and Emergency Response training).

Monitoring may include visual and olfactory observation (e.g., soil staining or unusual odors), or air monitoring with hand-held devices (e.g., photo-ionization detector) to detect volatile hydrocarbons. Health-risk based action levels should be identified for various contaminants that would trigger modifications to work practices. Work practice modifications may include the cessation of construction activities until soil or groundwater sampling is performed, or an increase in the level of PPE or worker training. A Sampling and Analysis Plan (SAP) would accompany the HASP to determine if contaminants of concern are present and at what concentrations.

The HASP would also address procedures to follow if unknown objects (e.g., USTs, underground piping) are encountered during construction activities.

Specialized contractors would be hired to decommission and remove such USTs and perform confirmation sampling as necessary. The implementation of an adequate site-specific HASP would reduce the health risk to construction personnel by these recognized environmental conditions to a less-thansignificant level.

In addition, the following measures shall apply to construction activities, as appropriate.
1) The construction contractor shall notify the Roseville Fire Department if evidence of soil or groundwater contamination (e.g., stained soil, unusual odor in groundwater) is encountered during construction activities. Any contaminated areas shall be remediated in accordance with recommendations made by the Fire Department, RWQCB, DTSC, or other appropriate federal, state, or local regulatory agencies.

The project contractor shall
notify the Roseville Fire
Department if evidence of soil or
groundwater contamination is
encountered
During construction-related
ground disturbing
PRD
The applicant shall remediate
contaminated areas in accordance
with recommendations made by
the Fire Department, RWQCB,
DTSC, or other appropriate
federal, state, or local regulatory
agencies
Prior to construction-related
ground disturbing activities
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-11 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party 2) Prior to demolition of any buildings constructed before 1977, the project applicant shall hire a qualified consultant to investigate whether any of these buildings contain lead and/or asbestos-containing materials and lead that could become friable or mobile during demolition activities. If found, the lead and/or asbestos-containing materials shall be removed by an accredited contractor in accordance with EPA and California OSHA standards. In addition, all activities (construction or demolition) in the vicinity of these materials shall comply with California OSHA lead and asbestos worker construction standards. The lead and asbestos-containing materials shall be disposed of properly at an appropriate off-site disposal facility.

The applicant or project
contractor shall investigate
whether any building constructed
before 1977 contain lead and/or
asbestos-containing materials and
lead that could become friable or
mobile during demolition
activities
Prior to approval of building
or demolition permit
PRD
The City would require contractors to prepare a site-specific HASP for individual projects within the Plan area to address current or historic RECs identified in the Phase I to verify that contractors are aware of site-specific RECs. As an alternative, the City could prepare a Plan-wide programmatic HASP to address all RECs identified in the Plan area, although preparation of the HASP is the ultimate responsibility of the contractor.

The applicant or project
contractor shall remove lead
and/or asbestos-containing
materials by an accredited
contractor in accordance with
EPA and California OSHA
standards
Prior to approval of building
or demolition permit
PRD
Biological Resources
Effects on Special-status Fish Species. The following measures shall be implemented to mitigate adverse effects to special-status fish species potentially resulting from the proposed project. To the extent feasible, the project shall be designed and constructed to avoid and minimize adverse effects to specialstatus fish species and aquatic habitats within the Specific Plan area. ► Project construction activities within the aquatic habitat of the active creek channel shall be conducted between June 15 and October 15, during the season that migrating chinook salmon and steelhead are not likely to be present. Construction within the riparian habitat along the upper banks of the creek need not be restricted to this timeframe, provided that the following measures (and those described in Section 4.12, Hydrology and Water Quality”) are implemented to avoid or minimize sediment runoff into the creek.

The project contractor shall
restrict construction activities
within the aquatic habitat of the
active creek channel to between
June 15 and October 15
During construction-related
activities
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-12 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party ► Silt fencing shall be placed around the construction areas within the aquatic habitat of the active creek channel. Silt fencing shall protect upstream and downstream areas from any construction related impacts. All construction activities within the aquatic habitat of the active creek channel shall be conducted within the silt fence area. Cofferdams shall be used if construction in a live channel is necessary. To the extent feasible, they shall be designed to maintain an open channel to allow continued movement of aquatic species. If dewatering of a construction area is needed, it shall occur according to a Fish Translocation and Salvage Plan prepared by a qualified biologist.

The project contractor shall place
silt fencing around the
construction areas within the
aquatic habitat of the active creek
channel
During construction-related
activities
PRD
The project contractor shall
conduct construction activities
inside the silt fence area
During construction-related
activities
PRD
The project contractor shall
design silt fence to maintain an
open channel to allow continued
movement of aquatic species
During construction-related
activities
PRD
► All outflow from any project-related dewatering that may be necessary when excavating the outfall installation areas shall be filtered and pumped downstream of the construction area.

The project contractor shall filter
and pump all outflows
downstream of the construction
area
During construction-related
activities
PRD
► After completion of construction within the aquatic habitat of the active creek channel, all remaining side cast shall be removed from the work area and silt fencing shall be removed.

The project contractor shall
remove all remaining side cast
and silt fencing
After completion of
construction-related activities
PRD
► Revegetation of disturbed areas within the riparian habitat of the active creek channel with native riparian plants shall be accomplished prior to the onset of the winter rains in the year of construction.

The project contractor shall
revegetate disturbed areas within
the riparian habitat of the active
creek channel with native
riparian plants
After completion of
construction-related activities;
Prior to onset of winter rains
in the year of construction
PRD

4.9-2: Effects on Valley Elderberry Longhorn Beetles. The following measures shall be implemented to mitigate adverse effects to valley elderberry longhorn beetles potentially resulting from the proposed project. If valley elderberry longhorn beetles are delisted in the future, as has recently been proposed by USFWS (USFWS 2006a), these measures may be amended to conform to any revised USFWS guidelines regarding this species. ► To the extent feasible, implementation of the project shall be designed and constructed to avoid and minimize adverse effects to elderberry shrubs.

The applicant shall design and
construct project components to
avoid and minimize adverse
effects to elderberry shrubs
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
► Before project construction within the riparian habitat of the active creek channel would begin, focused surveys for elderberry shrubs shall be conducted within the Dry Creek riparian corridor and adjacent municipal parks in and within 100 feet of proposed construction-sites. Such surveys will not be required within areas lacking suitable habitat for elderberry The applicant shall conduct
focused surveys for elderberry
shrubs shall be conducted within
the Dry Creek riparian corridor
and adjacent municipal parks in
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-13 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party shrubs (i.e., areas already in residential development). and within 100 feet of proposed construction-sites
► Where elderberry shrubs with 1.0 inch or greater stem diameter are found, USFWS conservation guidelines for valley elderberry longhorn beetles shall be followed by establishing a 100-foot buffer around the dripline of such shrubs wherever feasible to completely avoid potential impacts to valley elderberry longhorn beetles (USFWS 1999). All buffers shall be marked with brightly colored flags or fencing and shall be maintained until project construction is complete. Earthmoving activities, herbicide use, and other construction and maintenance activities with potential to impact valley elderberry longhorn beetles and/or their host shrubs would be avoided within these buffer zones. A qualified biologist will provide project contractors and construction crews working in the vicinity of an elderberry shrub buffer zone with a worker-awareness program before such work begins. This program will be used to describe the species, its habits and habitats, its legal status and required protection, and all applicable mitigation measures.

The project contractor shall
establish a 100-foot buffer
around the dripline of elderberry
shrubs wherever feasible with
brightly colored flags or fencing
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
The project contractor shall
restrict earthmoving activities,
herbicide use, and other
construction and maintenance
activities within the 100-foot
buffer zone
During construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
The project contractor shall hire
qualified biologist to provide a
worker-awareness program
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
► If complete avoidance of shrub buffer zones is not feasible, USFWS shall be consulted. It is anticipated that either a new buffer width would be agreed upon along with additional protections for the safety of the beetles and shrubs, or that shrubs that could not be adequately protected would be transplanted to a protected location before construction would begin, in accordance with established USFWS guidelines (USFWS 1999) and a USFWS-approved mitigation and monitoring plan. Shrubs shall be transplanted to an area protected in perpetuity as habitat for valley elderberry longhorn beetles through a conservation easement or similar mechanism. Replacement mitigation plantings shall also be provided based on USFWS guidelines, which require replacement ratios ranging from 1:1 to 8:1 for lost stems at least 1 inch in diameter, depending on the size of the affected stems. Associated native species will be planted at ratios ranging from 1:1 to 2:1 for each elderberry planting. Transplants and mitigation plantings shall be monitored to ensure that USFWS success criteria are met (i.e., 60 percent survival of elderberry plants and associated riparian plantings). The proponent may elect either 10 years of monitoring, with surveys and reports to USFWS every year; or 15 years of monitoring, with surveys and reports on years 1, 2, 3, 5, 7, 10, and 15. The mitigation and monitoring plan shall describe both short- and long-term maintenance and management of the mitigation site; and specify remedial measures to be The applicant shall consult with
USFWS If complete avoidance of
elderberry shrub buffer zones is
not feasible
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
The applicant shall implement
measures as determined through
consultation with USFWS
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-14 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party undertaken if mitigation success criteria are not met. Long-term management of mitigation lands shall be ensured by establishing a management endowment or other suitable funding source. The mitigation shall be implemented in a preserved portion of the project site in Dry Creek’s riparian corridor, elsewhere within the Dry Creek watershed, or in suitable habitat elsewhere in Placer County or an adjacent county. If mitigation occurs off-site, it shall be at a location that would provide at least equal-quality habitat for valley elderberry beetles as the project site after implementation of the mitigation.

4.9-3: Effects on Raptors and Special-status Birds. The following measures shall be implemented to mitigate adverse effects to raptors and special-status birds potentially resulting from the proposed project.
► Potential disturbance of nesting special-status birds and raptors shall be reduced by limiting vegetation removal and grading to the non-breeding season (generally September 1 to February 28) to the extent feasible.

The project contractor shall
restrict vegetation removal and
grading activities to between
September 1 to February 28
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
► To avoid nest disturbance and a potential reduction in fledging success resulting from construction activities within the riparian habitat of the active creek channel and during the breeding season (March 1 to August 31), focused surveys for raptors and special-status birds would be conducted by a qualified biologist no more than 15 days prior to the beginning of construction. Surveys for raptors and special-status birds would include suitable nesting habitat within 500 feet of construction areas. If no active nests are found, no further measures would be needed.

The project contractor shall
conduct focused surveys for
raptors and special-status birds
would be conducted by a
qualified biologist during the
breeding season
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
► If active raptor or special-status bird nests are found, impacts would be avoided by the establishment of appropriate buffers and/or nest monitoring by a qualified biologist. The size of the buffer would be determined by a qualified biologist and may vary, depending on the species biology, location, nest stage, and specific construction activities to be performed while the nest is active. A qualified biologist shall monitor active nests to determine when the young have fledged and are feeding on their own, or the nest has failed. No construction activities would occur within a buffer zone until a qualified biologist confirms that the nest is no longer active.

If focused surveys find active
raptor or special-status bird nests,
the project contractor shall
establish appropriate buffers as
determined by a qualified
biologist and/or conduct nest
monitoring by a qualified
biologist
During construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
The project contractor shall
restrict construction activities
inside buffer zone until a
qualified biologist confirms that
the nest is no longer active
During construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-15 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party

4.9-6: Jurisdictional Waters and Sensitive Natural Communities. The following measures shall be implemented to mitigate adverse effects to jurisdictional waters and sensitive habitats potentially resulting from the proposed project.
► To the extent feasible, the project shall be designed and constructed to avoid and minimize adverse effects to jurisdictional waters of the United States and riparian habitat within the Specific Plan area. Bioengineering bank stabilization techniques shall be used to the extent feasible and the installation of hardscape within jurisdictional waters of the United States shall be minimized to the greatest extent feasible to achieve the overall project objectives.

The applicant shall design and
construct project components to
avoid and minimize adverse
effects to jurisdictional waters of
the United States and riparian
habitat
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
► Wherever possible, riparian woodland habitat shall be avoided and preserved; the connectivity of the Dry Creek riparian corridor shall be maintained and enhanced. Areas of riparian woodland to remain undisturbed shall be clearly marked for avoidance during construction by methods such as fencing of flagging and construction personnel shall be educated about the need to avoid adverse effects on this resource.

The applicant shall avoid and
preserve riparian woodland
habitat
During construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
The applicant shall maintain and
enhance the connectivity of the
Dry Creek riparian corridor
During construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
The project contractor shall mark
areas of riparian woodland with
fencing or flagging
During construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
The project contractor shall avoid
construction activities inside
areas of riparian woodland
During construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
► The project shall incorporate restoration and enhancement of the riparian corridor into the final design plans and construction specifications. Loose rock and concrete debris along the creek banks shall be removed as appropriate. The riparian corridor along the creek channel shall be enhanced by the planting of native shrub, tree, and understory species to

The applicant shall design and
construct project components to
incorporate restoration and
enhancement of the riparian
corridor
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-16 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party The project contractor shall
remove Loose rock and concrete
debris along the creek banks
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
The project contractor shall
enhance the riparian corridor
along the creek channel by
planting of native shrub, tree, and
understory species
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
► Before any ground disturbing activities begin within the aquatic or riparian habitat of the active creek channel, a qualified biologist shall map potential waters of the United States as part of a formal delineation of waters of the United States and shall identify all riparian habitat that could be affected by the project. The findings shall be documented in a detailed report and submitted to the USACE for verification as part of the formal Section 404 wetland delineation process. If there would be unavoidable effects under USACE jurisdiction, the Section 404 process shall be completed and the acreage of affected jurisdictional habitat shall be replaced and/or rehabilitated. The acreage of jurisdictional wetland affected shall be replaced on a “no-net-loss” basis is accordance with USACE regulations.

Habitat restoration, rehabilitation, and/or replacement shall be at a location and by feasible methods agreeable to USACE. All minimization and compensation measures adopted through the permitting process shall be implemented.

The applicant shall prepare
formal delineation map of
potential waters of the United
States and identify all riparian
habitat that could be affected by a
qualified biologist
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
The applicant shall submit
findings to USACE for
verification as part of the formal
Section 404 wetland delineation
process
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
► Approval by the RWQCB, as determined during the Section 401 and Section 404 permitting processes, shall be required. All mitigation requirements determined through this process shall be implemented before any ground disturbing activities begin.

The applicant shall acquire
approval from the RWQCB and
implement all requirements of
approval
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
► If there would be unavoidable effects to habitats under DFG jurisdiction, a streambed alteration agreement shall be obtained and affected habitat shall be replaced and/or rehabilitated. Because project implementation could result change to the natural flow and/or bed and bank of Dry Creek, the project could require a Section 1602 streambed alteration agreement from DFG. If complete avoidance of indentified riparian habitat is not feasible, the acreage of riparian habitat that would be removed shall be replaced or rehabilitated on a “no-net-loss” basis in accordance with DFG regulations The applicant shall obtain
streambed alteration agreement,
if there would be unavoidable
effects to habitats under DFG
jurisdiction.

Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-17 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party and as specified in the streambed alteration agreement, if needed. Habitat restoration, rehabilitation, and/or replacement shall be at a location and by feasible methods agreeable to DFG. All minimization and compensation measures adopted through the permitting process shall be implemented.

The applicant shall replace or
rehabilitate affected habitat on a
“no-net-loss” basis in accordance
with DFG regulations and as
specified in the streambed
alteration agreement
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD

4.9-8: Protected Trees. The following measures shall be implemented to mitigate adverse effects to protected trees potentially resulting from the proposed project. Tree removal shall be avoided unless 1) necessary for project construction, 2) identified as safety hazards in a Certified Arborist Tree Survey and located in existing or planned public access areas (e.g., streets, trails), or 3) if exotic invasive species (e.g., tree of heaven). In the Dry Creek riparian corridor, snags, dead wood and branches on live trees, and fallen branches shall be retained to the maximum extent possible due to the important habitat functions that they provide for wildlife.

The applicant shall avoid tree
removal to the maximum extent
possible
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
► Based on final approved project plans, the project applicant shall determine where protected trees are present within areas proposed for construction and shall identify trees for avoidance or removal.

The applicant shall determine
where protected trees are present
within areas proposed for
construction and shall identify
trees for avoidance or removal
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
► A Tree Preservation Plan shall be prepared for the protected trees within the Plan area that shall be avoided by the project to ensure that they are adequately protected during construction activities. A Certified Arborist shall prepare a Tree Preservation Plan in accordance with the Title 19 Article IV of the Roseville Municipal Code, which shall contain detailed recommendations for tree preservation and removal based on construction and grading plans. The Tree Preservation Plan shall address each tree potentially affected by construction and recommend preservation or removal based on its suitability for preservation, proximity to construction activities, and ability to tolerate impacts. The Tree Preservation Plan shall also include general preservation and construction guidelines to assist in the protection of trees within or near the grading limits or near construction zones. The Tree Preservation Plan shall include recommendations for specific protective measures for trees before, during, and after construction to reduce impacts to trees from development and maintain their health throughout the construction process. The Tree Preservation Plan shall be prepared using information in a Tree Survey and Assessment or similar report including information on each tree’s species, size, location, The applicant shall prepare a
Tree Preservation Plan, by a
Certified Arborist and in
accordance with the Title 19
Article IV of the Roseville
Municipal Code
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
The applicant shall submit the
Tree Preservation Plan to the
City of Roseville for review and
approval
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-18 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party condition, and suitability for preservation.
► Where the removal of protected oaks is deemed necessary, the loss shall be mitigated according to Section 19.66.070 of the Roseville Municipal Code which requires that the replacement be calculated based upon an inch-forinch replacement of the diameter at breast height of the tree removed.

Mitigation trees shall be planted at appropriate sites and with appropriate maintenance to ensure their long-term self-sustaining survival. Where possible, mitigation oaks will be planted in canopy gaps along Dry Creek’s riparian corridor within the Plan area, or elsewhere within the City of Roseville. A performance standard of 80 percent of the established mitigation trees shall be met after 5 years. The mitigation trees shall not be dependent upon significant maintenance measures within the last 2 years of monitoring, including supplemental irrigation and staking. Alternatively, an in-lieu fee payment can be made to the City of Roseville Native Oak Tree Propagation Fund, which is calculated per inch based on the diameter at breast height of the tree removed.

The applicant shall mitigate loss
of protected trees according to
Section 19.66.070 of the
Roseville Municipal Code
Prior to construction-related
ground disturbing activities
within the riparian habitat of
the active creek channel
PRD
Air Quality

4.10-1: Generation of Short-term Construction-Related Emissions of Criteria Air Pollutants and Precursors. In accordance with the PCAPCD, the applicant shall comply with all applicable rules and regulations as listed above (e.g., Rule 202, 218 and 228). In addition, the following mitigation measures shall be implemented to reduce short-term construction-related air quality impacts. In addition, dust control measures are required to be implemented by all projects in accordance with the City of Roseville Grading Ordinance, and the PCAPCD Fugitive Dust Rule 228.

1. The applicant shall submit to PCAPCD a Construction Emission / Dust Control Plan within 30 days prior to groundbreaking. If the PCAPCD does not respond within 20 days, the plan shall be considered approved. The plan must address the minimum requirements found in section 300 and 400 of District Rule 228, Fugitive Dust
(www.placer.ca.gov/airpollution/airpolut.htm). The applicant shall keep a hard or electronic copy of Rule 228, Fugitive Dust on-site for reference.

The project contractor shall
submit a Construction Emission /
Dust Control Plan to PCAPCD
for review and approval
30 days prior to constructionrelated ground disturbing activities
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-19 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party

2. The Construction Emission/Dust Control Plan shall include a comprehensive inventory (i.e. make, model, year, emission rating) of all heavy-duty off-road equipment (50 horsepower (HP) of greater) that will be used an aggregate of 40 or more hours for the construction project. The project representative shall provide PCAPCD with the anticipated construction timeline including start date, and name and phone number of the project manager and on-site foreman. The plan shall demonstrate that the heavy-duty (> 50 HP) off-road vehicles to be used in the construction project, including owned, leased and subcontractor vehicles, will achieve a project wide fleet-average 20% NOX reduction and 45% particulate reduction compared to the most recent ARB fleet average. PCAPCD shall be contacted for average fleet emission data. Acceptable options for reducing emissions may include use of late model engines, low-emission diesel products, alternative fuels, engine retrofit technology, after-treatment products, and/or other options as they become available. Contractors can access the Sacramento Metropolitan Air Quality Management District’s web site to determine if their off-road fleet meets the requirements listed in this measure
(http://www.airquality.org/ceqa/Construction_Mitigation_Calculator.xls).

The project contractor shall
prepare a Construction Emission/
Dust Control Plan that includes a
comprehensive inventory list of f
all heavy-duty off-road
equipment that will be used an
aggregate of 40 or more hours for
the construction project
30 days prior to constructionrelated ground disturbing activities
PRD
The project contractor shall
prepare a Construction Emission/
Dust Control Plan that includes
anticipated construction timeline
including start date, and name
and phone number of the project
manager and on-site foreman
30 days prior to constructionrelated ground disturbing activities
PRD
The project contractor shall
prepare a Construction Emission
/ Dust Control Plan that
demonstrates that the heavy-duty
(> 50 HP) off-road vehicles to be
used in the construction project,
including owned, leased and
subcontractor vehicles, will
achieve a project wide fleetaverage 20% NOX reduction and 45% particulate reduction
compared to the most recent
ARB fleet average
30 days prior to constructionrelated ground disturbing activities
PRD

3. Clean earth moving construction equipment with water or sweep clean, once per day, or as necessary (e.g., when moving onsite), consistent with National Pollutant Discharge Elimination System Best Management Practices, local ordinances, and municipal codes. Water shall be applied to control dust as needed to prevent dust impacts offsite. Operational water truck(s), shall be on-site, as required, to control fugitive dust. Construction vehicles leaving the site shall be cleaned, as needed, to prevent dust, silt, mud, and dirt from being released or tracked off-site.

The project contractor shall clean
earth moving construction
equipment with water or sweep
clean, once per day, or as
necessary (e.g., when moving
onsite), consistent with National
Pollutant Discharge Elimination
System Best Management
Practices, local ordinances, and
municipal codes
During construction-related
ground disturbing activities
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-20 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party The project contractor shall apply
water to control dust as needed to
prevent dust impacts offsite
During construction-related
ground disturbing activities
PRD

4. Spread soil binders on unpaved roads and employee/equipment parking areas. Soil binders shall be non-toxic in accordance with state and local regulations. Apply approved chemical soil stabilizers, or vegetated mats, etc. according to manufacturers’ specifications, to all-inactive construction areas (previously graded areas which remain inactive for 96 hours).

The project contractor shall
spread soil binders on unpaved
roads and employee/equipment
parking areas
During construction-related
ground disturbing activities
PRD

5. Minimize diesel idling time to a maximum of 10 minutes. The project contractor shall minimize diesel idling time to a
maximum of 10 minutes
During construction-related
ground disturbing activities
PRD

6. Utilize existing power sources (e.g., power poles) or clean fuel generators rather than temporary diesel power generators, if feasible.

The project contractor shall
utilize existing power sources
(e.g., power poles) or clean fuel
generators rather than temporary
diesel power generators, if
feasible
During construction-related
ground disturbing activities
PRD

7. Measures specific to 20+ acre project sites:
► A pre-construction meeting shall be held to review the construction emission/dust control plan for projects requiring grading of 20+ acres.

PCAPCD shall be notified and may attend.

The project contractor shall hold
a pre-construction meeting to
review the construction
emission/dust control plan
Prior to construction-related
ground disturbing activities
PRD
► The applicant shall comply with PCAPCD Fugitive Dust Rule 228; including suspending grading operations when conditions exceed designated wind speeds, and executing proper control of lime or other drying agents.

The project contractor shall
comply with PCAPCD Fugitive
Dust Rule 228
During construction-related
ground disturbing activities
PRD
The project contractor shall
perform a Visible Emissions
Evaluations, by an ARB-certified
representative, routinely (i.e.,
once per week) to evaluate
project related off-road and
heavy-duty on-road equipment
emissions for compliance with
this requirement
During construction-related
ground disturbing activities
PRD
► An applicant representative, ARB-certified to perform Visible Emissions Evaluations (VEE), shall routinely (i.e., once per week) evaluate project related off-road and heavy-duty on-road equipment emissions for compliance with this requirement for projects grading The project contractor shall
comply with PCAPCD Visible
Emissions Rule 202
During construction-related
ground disturbing activities
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-21 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party more than 20 acres in size, regardless of how many acres are to be disturbed daily.
► Construction equipment exhaust emissions shall not exceed the PCAPCD Visible Emissions Rule 202. Fugitive dust is not to exceed 40% opacity and not go beyond property boundary at any time.

Operators of vehicles and equipment found to exceed opacity limits are to be immediately notified and the equipment must be repaired within 72 hours.

The project contractor shall
notify PCAPCD if Operators of
vehicles and equipment found to
exceed opacity limits
During construction-related
ground disturbing activities
PRD

4.10-2: Generation of Long-Term Operation-Related (Regional) Emissions of Criteria Air Pollutants and Ozone Precursors. The following is a list of mitigation measures developed by PCAPCD to reduce long-term operational impacts to local and regional air quality. Due to the severe nonattainment designation in western Placer County for federal standards, all projects should implement those measures that are logical and feasible.

1. Exceed California Title 24 2008 energy efficiency standards by a minimum of 10%. Areas of Title 24 to be exceeded (e.g., insulation, appliances, and fixtures) shall be determined by the applicant and the City.

The applicant shall design
projects to exceed California
Title 24 energy requirements
Prior to issuance of building
permit
PRD

2. All truck loading and unloading docks shall be equipped with one 110/208- volt power outlet for every two-dock door. Diesel trucks shall be prohibited from idling more than five minutes and must be required to connect to the 110/208-volt power to run any auxiliary equipment. Signage shall be provided.

The applicant shall equip all
truck loading and unloading
docks with one 110/208-volt
power outlet for every two-dock
door
During project operation PRD
The applicant shall prohibit
diesel trucks from idling more
than five minutes and require
diesel trucks to connect to the
110/208-volt power to run any
auxiliary equipment
Prior to issuance of building
permit
PRD

3. Install a gas outlet in all outdoor recreational fire pits, and permanently installed cooking appliances.

The applicant shall install a gas
outlet in all outdoor recreational
fire pits, and permanently
installed cooking appliances
Prior to issuance of building
permit
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-22 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party

4. Only natural gas fireplace appliances are permitted. Where propane or natural gas service is not available, only EPA Phase II certified woodburning devices shall be allowed in single-family residences. The emission potential from each residence shall not exceed 7.5 grams per hour. Woodburning or Pellet appliances shall not be permitted in multi-family developments.

The applicant shall allow only
natural gas fireplace appliances
Prior to issuance of building
permit
PRD
Where propane or natural gas
service is not available, the
applicant shall allow only EPA
Phase II certified wood-burning
devices
Prior to issuance of building
permit
PRD
The applicant shall prohibit
wood-burning or pellet
appliances in multi-family
developments.

Prior to issuance of building
permit
PRD

5. Where feasible, install solar electric generation systems. Recommend participation in Roseville Electric incentive programs for energy-efficient development.

The applicant shall install solar
electric generation systems,
where feasible
Prior to issuance of building
permit
PRD

4.10-3: Exposure of Sensitive Receptors to Toxic Air Contaminant Emissions. The following mitigation measures shall be implemented to reduce the exposure of sensitive receptors to TACs:
► All proposed homes in the Plan area shall be equipped with filter systems with high Minimum Efficiency Reporting Value (MERV) for removal of small particles (such as 0.3 micron) at all air intake points to the home. All proposed dwelling units shall be constructed with mechanical ventilation systems which would allow occupants to keep windows and doors closed and allow for the introduction of fresh outside air, without the requirement of open windows.

The applicant shall equip homes
with filter systems with high
Minimum Efficiency Reporting
Value (MERV) for removal of
small particles (such as 0.3
micron) at all air intake points to
the home
Prior to issuance of building
permit
PRD
► Proposed commercial uses that have the potential to emit TACs (e.g., diesel-fueled engines) shall be located as far away as possible from existing and proposed receptors.

The applicant shall locate
commercial uses that have the
potential to emit TACs (e.g.,
diesel-fueled engines) as far
away as possible from existing
and proposed receptors
Prior to approval of use permit PRD
► Proponents of projects with a residential component shall provide disclosure to future residents advising them of the proximity to the JR Davis Rail Yard and associated health risk impacts.

The applicant shall disclose
future residents advising them of
the proximity to the JR Davis
Rail Yard and associated health
risk impacts
Prior to issuance of building
permit
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-23 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party ► When determining the exact type of facility that would occupy the proposed commercial space, the project shall take into consideration its toxic-producing potential.

The applicant shall take into
consideration its toxic-producing
potential of proposed commercial
space
Prior to approval of use permit PRD
► Proposed facilities that would require the long-term use of diesel equipment and heavy-duty trucks shall develop a plan to reduce emissions, which may include such measures as scheduling such activities when the residential uses are the least occupied, and requiring such equipment to be shut off when not in use and prohibiting heavy-trucks from idling.

The applicant shall prepare and
submit plan to reduce emissions
to the City of Roseville for
review and approval
Prior to issuance of building
permit
PRD
► To the extent feasible, sensitive receptors shall be located as far away from the UPRR maintenance facility as possible.

The applicant shall locate
sensitive receptors as far away
from the UPRR maintenance
facility as possible
Prior to approval of use permit PRD
► Implement Mitigation Measure 4.10-2-2, described above, with respect to electrification of commercial loading dock areas to reduce emissions associated with truck idling.

The applicant shall equip all
truck loading and unloading
docks with one 110/208-volt
power outlet for every two-dock
door
Prior to issuance of building
permit
PRD

4.10-5: Exposure of Sensitive Receptors to Odors. Implementation of Mitigation Measure 4.10-3 to reduce indoor exposure to TACs would also result in a reduction in the intensity of offensive odors from the surrounding odor sources. In addition, the applicant shall require all businesses that occupy the property to install odor-controls as necessary to prevent a substantial dispersion of odors to adjacent residential areas.

The applicant shall install odorcontrols as necessary to prevent a substantial dispersion of odors to
adjacent residential areas
During project operation PRD
Noise

4.11-1: Short-Term Construction-Generated Noise Levels. Although impacts related to short-term construction-generated noise were considered to be less than significant with implementation of the project, the following mitigation is provided to ensure impacts remain at a less-than-significant level.

Construction contractors shall implement the following measures during construction activities.
► Construction equipment shall be properly maintained per manufacturers’ specifications and fitted with the best available noise suppression devices (i.e., mufflers, silencers, wraps, etc). Shroud or shield all impact tools, and muffle or shield all intake and exhaust ports on power equipment.

The project contractor shall
maintain construction equipment
per manufacturers’ specifications
and fitted with the best available
noise suppression devices (i.e.,
mufflers, silencers, wraps, etc)
During construction activities PRD
The project contractor shall
Shroud or shield all impact tools,
and muffle or shield all intake
and exhaust ports on power
equipment
During construction activities PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-24 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party ► Construction operations and related activities associated with the proposed project shall comply with the operational hours outlined in the City of Roseville Municipal Code Noise Ordinance; construction operations shall be limited to between the hours of 7 a.m. and 7 p.m. Monday through Friday and between 8 a.m. and 8 p.m. Saturday and Sunday.

The project contractor shall
comply with the operational
hours outlined in the City of
Roseville Municipal Code Noise
Ordinance
During construction activities PRD
The project contractor shall
restrict construction activities to
between the hours of 7 a.m. and 7
p.m. Monday through Friday and
between 8 a.m. and 8 p.m.

Saturday and Sunday
During construction activities PRD
► Construction equipment should not be idled for extended periods of time in the vicinity of noise-sensitive receptors.

The project contractor shall
restrict construction equipment
from idling for extended periods
of time in the vicinity of noisesensitive receptors
During construction activities PRD
► Locate fixed and/or stationary equipment as far as possible from noise sensitive receptors (e.g., generators, compressors, rock crushers, cement mixers). Shroud or shield all impact tools, and muffle or shield all intake and exhaust ports on powered construction equipment.

The project contractor shall
locate fixed and/or stationary
equipment as far as possible from
noise sensitive receptors (e.g.,
generators, compressors, rock
crushers, cement mixers).

During construction activities PRD
The project contractor shall
shroud or shield all impact tools,
and muffle or shield all intake
and exhaust ports on powered
construction equipment.

During construction activities PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-25 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party ► Where feasible, temporary barriers shall be placed as close to the noise source or as close to the receptor as possible and break the line of sight between the source and receptor where modeled levels exceed applicable standards. Acoustical barriers shall be constructed material having a minimum surface weight of 2 pounds per square foot or greater, and a demonstrated Sound Transmission Class (STC) rating of 25 or greater as defined by American Society for Testing and Materials (ASTM) Test Method E90. Placement, orientation, size, and density of acoustical barriers shall be specified by a qualified acoustical consultant.

The project contractor shall place
temporary barriers as close to the
noise source or as close to the
receptor as possible and break the
line of sight between the source
and receptor where modeled
levels exceed applicable
standards
During construction activities PRD
The project contractor shall
construct acoustical barriers, as
needed, with material having a
minimum surface weight of 2
pounds per square foot or greater,
and a demonstrated Sound
Transmission Class (STC) rating
of 25 or greater as defined by
American Society for Testing and
Materials (ASTM) Test Method
E90
During construction activities PRD
The project contractor shall
acquire expertise of qualified
acoustical consultant for
placement, orientation, size, and
density of acoustical barriers, as
needed
During construction activities PRD

4.11-3: Long-Term Operational Stationary Source Noise Levels. Project applicant(s) for industrial and commercial/office land uses shall implement the following measures to reduce exposure of sensitive receptors to excessive noise levels from future stationary sources.

The applicant shall determine if
the proposed use would likely
generate noise levels adversely
affecting the adjacent noisesensitive uses
Prior to issuance of use permit PRD

1. Industrial and Commercial/Office Land Uses. Where these land uses adjoin common property lines with noise-sensitive uses, the following mitigation measures shall be incorporated into the project design to reduce noise exposure from future stationary sources.
a. During project review the City’s Planning Department shall determine if the proposed use would likely generate noise levels adversely affecting the adjacent noise-sensitive uses. If a proposed project has the potential to generate or expose noise-sensitive uses to noise levels The applicant shall prepare a sitespecific acoustical analysis, If a proposed project has the potential
to generate or expose noisesensitive uses to noise levels exceeding the City of Roseville
noise standards or result in a
substantial (3 dB or greater)
Prior to issuance of use permit PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-26 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party exceeding the City of Roseville noise standards (Tables 4.11-4 through

4.11-6) or result in a substantial (3 dB or greater) permanent increase in ambient noise levels, the project applicant shall prepare a sitespecific acoustical analysis. The acoustical analysis shall be conducted in accordance with the City of Roseville General Plan requirements shown in Table 4.11-5.
permanent increase in ambient
noise levels
b. Loading and unloading areas shall be located so that commercial buildings shield nearby residential land uses from noise generated by loading dock and delivery activities. If necessary, additional sound barriers shall be constructed on the commercial sites to protect nearby noise-sensitive uses.

The applicant shall locate loading
and unloading areas so that
commercial buildings shield
nearby residential land uses from
noise generated by loading dock
and delivery activities
Prior to issuance of use permit PRD
c. Loading dock activity and delivery truck activity at the commercial uses developed on the project site shall only occur during the daytime hours of 7 a.m. to 10 p.m., in order to prevent evening and nighttime sleep disturbance at nearby residential land uses.

The applicant shall restrict
loading dock activity and
delivery truck activity at the
commercial uses to only occur
during the daytime hours of 7
a.m. to 10 p.m.

During project operation PRD
d. All commercial HVAC machinery shall be located within mechanical equipment rooms wherever possible. Equipment manufacturer’s specifications for venting and access to outside air shall be maintained.

The applicant shall locate all
commercial HVAC machinery
within mechanical equipment
rooms wherever possible
Prior to issuance of use permit PRD
The applicant shall maintain
equipment manufacturer’s
specifications for venting and
access to outside air
During project operation PRD
e. Localized noise barriers or rooftop parapets shall be constructed around the HVAC, cooling towers, and mechanical equipment so that line-of-site to the noise source from the property line of the noisesensitive receptors is blocked. Equipment manufacturer’s specifications for venting and access to outside air shall be maintained.

The applicant shall construct
localized noise barriers or rooftop
parapets around the HVAC,
cooling towers, and mechanical
equipment
Prior to issuance of use permit PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-27 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party f. Property maintenance activities at commercial and office uses shall be restricted to daytime hours between 8 a.m. and 9 p.m.

The applicant shall restrict
maintenance activities at
commercial and office uses to
daytime hours between 8 a.m.
and 9 p.m.

During project operation PRD
g. The owner or developer of any mixed-use building containing residential units shall provide written notice to all future residents, occupants, and users that the surrounding area may be subject to levels of noise associated with commercial uses at higher levels than would be expected in residential areas.

The applicant shall provide
notice to all future residents,
occupants, and users that the
surrounding area
Prior to issuance of occupancy
permit
PRD
Project applicant(s) for parking structures shall implement the following measures to reduce exposure of sensitive receptors to excessive noise levels from future stationary sources.

2. Parking Structures. Parking structures located in the immediate vicinity of noise-sensitive land uses shall include the following mitigation measures. a. Orientate parking structures so that nearby noise-sensitive receptors would be shielded from all on-site circulation routes (entrances, exits, and internal routes). If maintaining visibility is required transparent acoustical screens shall be installed on openings with direct line-ofsight to noise-sensitive receptors.

The applicant shall orientate
parking structures so that nearby
noise-sensitive receptors would
be shielded from all on-site
circulation routes
Prior to issuance of use permit PRD
b. Parking structures driveways and entrances shall be located so that the structure serves as a barrier to nearby noise-sensitive receptors.

The applicant shall locate parking
structures driveways and
entrances to act as a barrier to
nearby noise-sensitive receptors
Prior to issuance of use permit PRD
c. Interior reflective surfaces (i.e., ceilings), exposing nearby noisesensitive receptors to elevated noise levels shall have an acoustically absorptive treatment, such as spray-in cellulose applied.

The applicant shall apply
acoustically absorptive treatment
to interior reflective surfaces
Prior to issuance of building
permit
PRD
d. Parking structure capacity shall be limited during more sensitive evening and nighttime hours (7 p.m. to 7 a.m.). (i.e., 50% capacity from 7 p.m. to 10 p.m., 30% capacity from 10 p.m. to 7 a.m.).

The City of Roseville shall limit
parking structure capacity during
more sensitive evening and
nighttime hours
During project operation PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-28 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party e. To ensure compliance, further analysis of on-site noise generation from the proposed parking structures shall be conducted when tentative maps become available.

The City of Roseville shall
conduct noise analysis of on-site
noise generation from the
proposed parking structures
During project operation PRD

4.11-4: Land Use Compatibility of On-site Sensitive Receptors with Future Traffic Noise Levels. Project applicant(s) shall implement the following measures to substantially reduce the exposure of sensitive receptors to excessive roadway traffic noise levels.

The applicant shall determine if
the proposed land use would
potentially be exposed to noise
levels exceeding the City’s noise
level standards
Prior to issuance of use permit PRD
► During project review, the City’s planning staff shall determine if the proposed land use would potentially be exposed to noise levels exceeding the City’s noise level standards. If a proposed project has the potential to generate or be exposed to noise levels exceeding the City of Roseville noise standards (refer to Tables 4.11-4 through 4.11-6) or result in a substantial permanent increase in ambient noise levels (3 dB or greater), the project applicant shall prepare a site-specific acoustical analysis. The acoustical analysis shall be conducted in accordance with the City of Roseville General Plan requirements shown in Table 4.11-5.

The applicant shall prepare a sitespecific acoustical analysis, if a proposed project has the potential
to generate or expose noisesensitive uses to noise levels exceeding the City of Roseville
noise standards or result in a
substantial (3 dB or greater)
permanent increase in ambient
noise levels
Prior to issuance of use permit PRD
► Disclose all transportation noise (i.e., roadway, railway, race track), vibration levels, and their meanings to purchasers and/or renters prior to contract or title transfer for residential property within the Plan area.

The applicant shall disclose all
transportation noise (i.e.,
roadway, railway, race track),
vibration levels, and their
meanings to purchasers and/or
renters prior to contract or title
transfer for residential property
Prior to issuance of use permit PRD
► Incorporate site specific design considerations to reduce exterior noise exposure levels. Site design shall include the following measures as applicable to the project-specific site and when feasible:
• Common outdoor activity areas, such as play structures, swimming pools, or other outdoor congregation areas included in multi-family residential and/or mixed-use developments shall be located such that the building(s) serve as a sound barrier to the nearest predominant noise source.
• Distances between noise sources and noise-sensitive uses shall be maximized through the use of noise buffers/setbacks. Setback areas can The applicant shall incorporate
site specific design
considerations to reduce exterior
noise exposure levels
Prior to issuance of use permit PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-29 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party take the form of open space, frontage roads, recreational areas, storage yards, or other City approved setback.
• Noise barriers shall be constructed to provide shielding of noisesensitive uses and outdoor activity areas. Barriers may include manmade walls, earthen berms, a combination of walls and berms, and other structures breaking line of sight from noise source to receptor.

Barriers shall be located in close proximity to either the noise source or the sensitive receptor.
• A site specific acoustical analysis shall be performed consistent with Table 4.11-5, and determine effectiveness of various site design measures based on specific construction plans.

The applicant shall conduct sitespecific acoustical analysis to determine effectiveness of
various site design measures
based on specific construction
plans
Prior to issuance of use permit PRD

4.11-5: Land Use Compatibility of On-site Sensitive Receptors with Future Railroad Noise Levels. Implement mitigation measure 4.11-4 to reduce the exposure of sensitive receptors (i.e., residential, mixed-use development) to significant noise associated with future railroad and rail yard operations.

The applicant shall conduct
actions listed above for 4.11-4:

Land Use Compatibility of Onsite Sensitive Receptors with Future Traffic Noise Levels
Prior to issuance of use permit PRD

4.11-6: Future Interior Noise Levels at On-site Sensitive Receptors. Project applicant(s) shall implement the following measures for all noise-sensitive land uses with direct exposure to roadways, parking areas, and railways and exterior noise levels greater than 70 dB Ldn:
► All residential uses shall be constructed with air conditioning and mechanical ventilation systems that allow for windows and doors to remain closed and achieve acoustical isolation from traffic and railroad noise. The systems shall allow for the introduction of fresh outside air, without the requirement of open windows. Access to outside air shall be automatically controlled to prevent unintentionally flowing seasonally hot or cold into conditioned space.

The applicant shall construct
residential uses with air
conditioning and mechanical
ventilation systems that allow for
windows and doors to remain
closed and achieve acoustical
isolation from traffic and railroad
noise
Prior to issuance of building
permit
PRD
► Attic vents direct exposure to elevated noise levels shall be acoustically baffled, containing at least one 90 degree obstruction to the flow of air. The baffle shall be fitted with an acoustically absorbent liner.

The applicant shall acoustically
baffle attic vents
Prior to issuance of building
permit
PRD
► Exterior walls shall be constructed of a three-coat stucco or wood siding with an exterior underlayment or sound board.

The applicant shall construct
exterior walls shall be
constructed of a three-coat stucco
Prior to issuance of building
permit
PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-30 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party or wood siding with an exterior
underlayment or sound board
► All residential windows and doors with direct exposure to elevated noise levels shall be required to meet a minimum STC rating of 34.

The applicant shall design
residential windows and doors
with direct exposure to elevated
noise levels to meet a minimum
STC rating of 34
Prior to issuance of building
permit
PRD
► Windows and sliding glass doors shall be mounted in low infiltration rate frames (0.5 cubic feet per minute or less, per ANSI specifications).

The applicant shall mount
windows and sliding glass doors
in low infiltration rate frames
(0.5 cubic feet per minute or less,
per ANSI specifications)
Prior to issuance of building
permit
PRD
► Exterior doors shall be solid core with perimeter weather-stripping and threshold seals.

The applicant shall design
exterior doors to be solid core
with perimeter weather-stripping
and threshold seals
Prior to issuance of building
permit
PRD
► The City shall require project applicants to submit an acoustical analysis which verifies compliance with the City of Roseville interior noise level standard of 45 dB Ldn. The analysis shall be based on detailed construction plans and site configuration details, and be conducted by a qualified acoustical consultant.

The applicant shall prepare and
submit an acoustical analysis
which verifies compliance with
the City of Roseville interior
noise level standard of 45 dB Ldn.

Prior to issuance of building
permit
PRD
Ground-Borne Noise and Vibration Levels at Sensitive Receptors. Project applicant(s) shall implement the following measures to reduce the potential for human annoyance and architectural/structural damage resulting from elevated ground-borne noise and vibration levels.

The applicant shall utilize
alternative installation methods
were possible for pile driving
required within a 50-foot radius
of historic structures
During construction activities PRD
► Construction-Induced Vibration:
• Pile driving required within a 50-foot radius of historic structures should utilize alternative installation methods were possible (e.g., pile cushioning, jetting, pre-drilling, cast-in-place systems, resonance-free vibratory pile drivers). Specifically, geo pier style cast in place systems shall be used where feasible as an alternative to pile driving to reduce the number and amplitude of impacts required for seating the pile. • The pre-existing condition of all buildings within a 50-foot radius, and historical buildings within the immediate vicinity of proposed construction activities shall be recorded in the form of a preconstruction The project contractor shall
record the pre-existing condition
of all buildings within a 50-foot
radius, and historical buildings
within the immediate vicinity of
proposed construction activities
Prior to construction activities PRD
The project contractor shall
document fixtures and finishes
within a 50-foot radius of
construction activities susceptible
to damage
Prior to construction activities PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-31 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party survey. The preconstruction survey shall determine conditions that exist before construction begins for use in evaluating damage caused by construction activities. Fixtures and finishes within a 50-foot radius of construction activities susceptible to damage shall be documented (photographically and in writing) prior to construction. All damage will be repaired back to its pre-existing condition.

The project contractor shall
repair all damage back to its preexisting condition
Within 30 days after
completion of construction
activities
PRD
• Vibration monitoring shall be conducted prior to and during pile driving operations occurring within 100 feet of the historic structures. Every attempt shall be made to limit construction generated vibration levels in accordance with Caltrans recommendations during pile driving and impact activities in the vicinity of the historic structures.

The project contractor shall
conduct vibration monitoring
prior to and during pile driving
operations occurring within 100
feet of the historic structures
Prior to and during
construction activities
PRD
• Provide protective coverings or temporary shoring of on-site or adjacent historic features as necessary, in consultation with the Preservation Director.

The project contractor shall
provide protective coverings or
temporary shoring of on-site or
adjacent historic features
During construction activities PRD
► Railroad Induced Vibration:
• Vibration sensitive uses shall be located a minimum of 100 feet from the UPRR centerline. To ensure compliance with FTA and Caltrans recommended guidelines, and site specific ground-borne noise and vibration assessment should be conducted.

The applicant shall locate
vibration sensitive uses a
minimum of 100 feet from the
UPRR centerline
Prior to issuance of use permit PRD
• A ground-borne vibration assessment shall be conducted at proposed building pad locations within 200 feet of UPRR right of ways, prior to project approval. Vibration monitoring and assessment shall be conducted by a qualified noise and vibration control engineer.

The applicant shall conduct
ground-borne vibration
assessment, by a qualified noise
and vibration control engineer, at
proposed building pad locations
within 200 feet of UPRR right of
ways
Prior to issuance of use permit PRD
Hydrology and Water Quality

4.12-5: Expose People or Structures to a Significant Risk of Flooding. All habitable structures constructed in the Plan area shall be located outside the adjusted 100-year flood plain as identified in the Downtown Specific Plan Hydraulic Study (RBF 2008) prepared for the Downtown Roseville Specific Plan. Additional encroachment into areas within the adjusted 100-year flood plain shall require site specific hydraulic modeling. Specific structures identified in the Downtown Roseville Specific Plan shall be prohibited from being constructed inside the adjusted 100-year flood plain unless evaluated and The applicant shall locate all
habitable structures constructed
in the Plan area outside the
adjusted 100-year flood plain as
identified in the Downtown
Specific Plan Hydraulic Study
(RBF 2008) prepared for the
Downtown Roseville Specific
Prior to issuance of use permit PRD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-32 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party approved through project specific hydraulic modeling including structures associated with mixed-use development and high-density residential.

Plan
The applicant shall conduct site
specific hydraulic modeling
when additional encroachment
into areas within the adjusted
100-year flood plain is required
Prior to issuance of use permit PRD

4.12-6: Proposed Project Structures within the 100-year Flood Zone Could Impede or Redirect Flood Flows. To prevent impeding or redirecting storm water flows in Dry Creek, the following actions shall be implemented for design and construction of improvements identified in the Downtown Roseville Specific Plan adjacent to Dry Creek.

1. The Creek Walk identified in the Downtown Roseville Specific Plan shall be constructed at the existing top of bank elevation for Dry Creek and the area south of the new library bridge shall be made inaccessible during major storm events.

2. All pedestrian bridges in the Specific Plan area and the grand staircase shall be aligned to prevent increased 100-year flood water surface elevations in Dry Creek. Additional hydraulic analyses shall be conducted for the new pedestrian bridge alignments that are inconsistent with the RBF hydraulic analysis.

3. Prior to any golf course related development activities in Saugstad Park, a site-specific hydraulic analysis or other acceptable analysis shall be conducted for a more specific golf course development plan to ensure that there is no risk of impeding or redirecting flood flows. This future analysis shall be reviewed and approved by the City’s Public Works Department.

The applicant shall construct
Creek Walk at the existing top of
bank elevation for Dry Creek and
make the area south of the new
library bridge inaccessible during
major storm events
Prior to construction activities PWD
The applicant shall align all
pedestrian bridges and the grand
staircase to prevent increased
100-year flood water surface
elevations in Dry Creek
Prior to construction activities PWD
The applicant shall conduct
hydraulic analyses for new
pedestrian bridge alignments if
inconsistent with the RBF
hydraulic analysis
Prior to construction activities PWD
The applicant shall conduct
hydraulic analyses for a more
specific golf course development
plan to ensure that there is no risk
of impeding or redirecting flood
flows
Prior to construction activities PWD
The applicant shall submit the
hydraulic analyses for a more
specific golf course development
plan to PWD for review and
approval
Prior to construction activities PWD

4.12-7: Inundation by Seiche, Tsunami, or Mudflow. Implement Mitigation Measure 4.4-3.

The applicant shall hire a
qualified, licensed geotechnical
engineer to map the Dry Creek
corridor for clay-rich, weak soils,
Prior to any construction or
grading activities occurring in
Dry Creek
PWD
PRD = Planning and Redevelopment Department PWD = Public Works Department Downtown Roseville Specific Plan EIR EDAWCity of Roseville MMP-33 Mitigation Monitoring Program Table 1
Downtown Roseville Specific Plan Project Mitigation Monitoring Program Mitigation Measure Implementation Timing Reviewing Party and high groundwater conditions

COUNCIL COMMUNICATION
CC #: 3843
File #: 0800-02 & 0201-01
Title:

Aquifer Storage and Recovery Wells 13 (Campus Oaks) and 19 (Misty Wood) – Approve Plans and Specifications, Design-Assist Construction Agreement, and Budget Adjustment
Contact: Keith Schmidt 916-746-1194 [email protected] Meeting Date: 4/16/2025
Item #: 7.5.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council:

1. Approve the construction plans and specifications for the Aquifer Storage and Recovery Wells 13 (Campus Oaks) and 19 (Misty Wood) ("Project");

2. Approve the Design-Assist Construction Agreement for the Project with Auburn Constructors in the amount of $13,883,300 and adopt a resolution authorizing the City Manager to execute it on behalf of the City of Roseville;

3. Authorize the City Manager or his designee to approve and pay for contract change orders for this project that could increase the contract amount by no more than 10 percent ($1,388,330), for a not-to-exceed total contract amount of $15,271,630; and

4. Adopt an ordinance to approve a budget adjustment of $2,950,000 from available resources in the Water Construction Fund to fully fund the project.

BACKGROUND
The City is actively implementing the Aquifer Storage and Recovery (ASR) Program, which involves construction of ASR wells capable of both water recharge and groundwater extraction.

The next two wells for construction are the Campus Oaks (Well 13) and Misty Wood (Well 19) ASR wells. The City drilled the wells in 2023 and completed design of the remaining aboveground facilities including pumping system, buildings, and site grading and paving in 2024.

On December 17, 2024, staff published Request for Proposals (RFP) No. 08-135 for DesignAssist construction services. On February 5, 2025, four (4) firms proposed on the Project. The proposals were evaluated by a panel including Environmental Utilities Department engineering and operations staff, a Public Works engineering staff member, the project Construction Manager from the consulting firm Brown and Caldwell, and a member of the City Attorney's Office. The panel ranked each firm based on the criteria specified in the RFP. The panel determined the Auburn Constructors proposal provided the best value based on the evaluation criteria of the RFP. Staff successfully negotiated the attached Design-Assist Construction Agreement (Exhibit A). The project is scheduled to complete the majority of the sitework and materials procurement in 2025 and complete all construction in the summer of 2026.

FISCAL IMPACT
The Campus Oaks and Misty Wood ASR well project is funded by the Water Construction Fund and grant funding from the state’s Natural Resources Agency and Department of Water Resources. City participation in the grant funding agreement was approved by Council on September 20, 2023. The grant is administered by the Regional Water Authority (RWA), a joint powers authority the City is a member of, as part of a larger American River Terms for Ecosystem Support and Infrastructure Assistance Needs (ARTESIAN) Project.

The ARTESIAN grant provides this project with $8,010,000 in grant funding to be utilized by December 31, 2025. This project will utilize grant money first for both Construction and Construction Management until those funds are expended, then will utilize funds available in the City’s Water Construction Fund.

An additional $2,950,000 of funding is requested to fully fund the project, including $2,704,000 for capital outlay and $246,000 for internal secondary labor. This budget adjustment will bring the current project budget of $16,625,865 to a new total project cost of $19,575,865, using available funds in the Water Construction Fund.

ENVIRONMENTAL REVIEW
Project level CEQA compliance for the Campus Oaks ASR well project was accomplished with the preparation of the Hewlett Packard Master Plan EIR and subsequent CEQA addendums for the Campus Oaks Master Plan (SCH No.1995112022). Additionally, both proposed well sites were evaluated in the Aquifer Storage and Recovery (ASR) Program Draft and Final EIR certified in 2012 (SCH 2009072018), and the Supplement to the ASR Final EIR (certified December 17, 2020). Because the action is consistent with the projects evaluated in the previously certified and adopted CEQA documents, no new affects would be expected to occur and all applicable mitigation measures from the CEQA documents will be implemented. As such, no additional CEQA action is required at this time.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal F – Invest in well-planned infrastructure and growth Respectfully Submitted,
Keith Schmidt, Senior Engineer
Sean Bigley, Environmental Utilities Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Plans and Specifications Cover Sheet
Project Vicinity Map
Project Plans - Part A
Project Plans - Part B
Project Specifications - Part A
Project Specifications - Part B
Resolution 25-099
Design-Assist ConstructionAgreement
Auburn Constructors Proposal - Part 1
Auburn Constructors Proposal - Part 2
Ordinance 6929

AQUIFER STORAGE AND RECOVERY WELLS PROJECT

CAMPUS OAKS & MISTY WOOD ASR WELLS
The Request for Proposals (RFP) contained 4 volumes:

1. Vol. 1 – RFP

2. Vol 2 – Sample Contract

3. Vol 3A and 3B – Project Specifications

4. Vol 4 – Project Plans
Project Plans A and Project Plans B contain the plans provided to proposers during the RFP process
Project Specifications A and Project Specifications B contain the specifications for the Design-Assist Construction Agreement
The Proposal from Auburn Contractors is contained in two attachments, Part 1 and Part 2

12/17/20
12/17/24
12/16/24
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SHEET # DRAWING # DESCRIPTION SHEET # DRAWING # DESCRIPTION "X" INDICATES NOT PART OF THIS SUBMITTAL
(G) - GENERAL
1 00G01 COVER SHEET
2 00G02 DRAWING INDEX
3 00G03 ABBREVIATIONS
4 00G04 GENERAL NOTES, LEGENDS AND SYMBOLS
5 00G05 DESIGN CRITERIA
6 13G06 CAMPUS OAKS SURVEY CONTROL DATA
7 19G06 MISTY WOOD SURVEY CONTROL DATA
X 8 00G07 CALIFORNIA GREEN BUILDING STANDARDS CODE CHECKLIST 1 X 9 00G08 CALIFORNIA GREEN BUILDING STANDARDS CODE CHECKLIST 2 X 10 00G09 CALIFORNIA GREEN BUILDING STANDARDS CODE CHECKLIST 3 X 11 00G10 CALIFORNIA GREEN BUILDING STANDARDS CODE CHECKLIST 4 (C) - CIVIL
12 00GC01 GENERAL CIVIL NOTES AND LEGEND
13 13C01 CAMPUS OAKS - PAVING, GRADING, AND SITE PLAN
14 13C02 CAMPUS OAKS - YARD PIPING AND UTILITIES PLAN
15 13C03 CAMPUS OAKS - PIPE PROFILES
16 13C04 CAMPUS OAKS - PERIMETER WALL IMPROVEMENTS
17 13C05 CAMPUS OAKS - DETAILS AND SECTIONS
18 13C06 CAMPUS OAKS - COORDINATE POINTS
19 19C00 MISTY WOOD - OVERALL SITE PLAN
20 19C01 MISTY WOOD - PAVING, GRADING, AND SITE PLAN
21 19C02 MISTY WOOD - YARD PIPING AND UTILITIES PLAN
22 19C03 MISTY WOOD - PIPE PROFILES
23 19C04 MISTY WOOD - PERIMETER WALL IMPROVEMENTS
24 19C05 MISTY WOOD - DETAILS AND SECTIONS
25 19C06 MISTY WOOD - COORDINATE POINTS
(A) - ARCHITECTURAL
26 13GA01 CAMPUS OAKS - BUILDING CODE ANALYSIS AND SCHEDULES 27 13GA02 CAMPUS OAKS - EGRESS PLAN
28 13A01 CAMPUS OAKS - FLOOR PLAN
29 13A02 CAMPUS OAKS - ROOF PLAN
30 13A03 CAMPUS OAKS - NORTH AND WEST ELEVATIONS
31 13A04 CAMPUS OAKS - SOUTH AND EAST ELEVATIONS
32 13A05 CAMPUS OAKS - INTERIOR ELEVATIONS
33 19GA01 MISTY WOOD - BUILDING CODE ANALYSIS AND SCHEDULES 34 19GA02 MISTY WOOD - EGRESS PLAN
35 19A01 MISTY WOOD - FLOOR PLAN
36 19A02 MISTY WOOD - ROOF PLAN
37 19A03 MISTY WOOD - NORTH AND EAST ELEVATIONS
38 19A04 MISTY WOOD - SOUTH AND WEST ELEVATIONS
39 19A05 MISTY WOOD - INTERIOR ELEVATIONS
(S) - STRUCTURAL
40 00GS01 CAMPUS OAKS - GENERAL STRUCTURAL NOTES
41 13S01 CAMPUS OAKS - FOUNDATION PLAN
42 13S02 CAMPUS OAKS - ROOF PLANS
43 13S03 CAMPUS OAKS - SECTIONS AND DETAILS 1
44 13S04 CAMPUS OAKS - SECTIONS AND DETAILS 2
45 13S05 CAMPUS OAKS - SECTIONS AND DETAILS 3
46 19S01 MISTY WOOD - FOUNDATION PLAN
47 19S02 MISTY WOOD - ROOF PLANS
48 19S03 MISTY WOOD - SECTIONS AND DETAILS 1
49 19S04 MISTY WOOD - SECTIONS AND DETAILS 2
50 19S05 MISTY WOOD - SECTIONS AND DETAILS 3
(M) - MECHANICAL
51 00GM01 GENERAL MECHANICAL NOTES AND LEGEND
52 00GM02 GENERAL PLUMBING NOTES, ABBREVIATIONS, AND SYMBOLS 53 00GM03 GENERAL HVAC NOTES, ABBREVIATIONS, AND SYMBOLS 54 00GM04 PROCESS EQUIPMENT AND PIPE SCHEDULES 1
55 00GM05 PROCESS EQUIPMENT AND PIPE SCHEDULES 2
56 13M01 CAMPUS OAKS - BUILDING PLAN
57 13M02 CAMPUS OAKS - BUILDING SECTIONS AND DETAILS 1
58 13M03 CAMPUS OAKS - BUILDING SECTIONS AND DETAILS 2
59 13M04 CAMPUS OAKS - PLUMBING SCHEDULES
60 13M05 CAMPUS OAKS - PLUMBING PLAN
61 13M06 CAMPUS OAKS - HVAC SCHEDULES
62 13M07 CAMPUS OAKS - HVAC PLAN
63 13M08 CAMPUS OAKS - HVAC AIRFLOW SCHEMATIC
64 13M09 CAMPUS OAKS - WELLHEAD DETAILS
65 13M10 CAMPUS OAKS - CHEMICAL ROOM
66 13M11 CAMPUS OAKS - WELL PROFILE
67 13M12 CAMPUS OAKS - MONITORING WELL SECTIONS AND DETAILS 68 19M01 MISTY WOOD - BUILDING PLAN
69 19M02 MISTY WOOD - BUILDING SECTIONS AND DETAILS 1
70 19M03 MISTY WOOD - BUILDING SECTIONS AND DETAILS 2
71 19M04 MISTY WOOD - PLUMBING SCHEDULES
72 19M05 MISTY WOOD - PLUMBING PLAN
73 19M06 MISTY WOOD - HVAC SCHEDULES
74 19M07 MISTY WOOD - HVAC PLAN
75 19M08 MISTY WOOD - HVAC AIRFLOW SCHEMATIC
76 19M09 MISTY WOOD - WELLHEAD DETAILS
77 19M10 MISTY WOOD - CHEMICAL ROOM
78 19M11 MISTY WOOD - WELL PROFILE
79 19M12 MISTY WOOD - MONITORING WELL SECTIONS AND DETAILS (E) - ELECTRICAL
80 00GE01 LEGEND
81 00GE02 ABBREVIATIONS
82 00GE03 SCHEMATIC SYMBOLS
83 00E01 CONTROL SCHEMATICS 1
84 00E02 CONTROL SCHEMATICS 2
85 00E03 ELECTRICAL SCHEDULES
86 13E01 CAMPUS OAKS - ELECTRICAL SITE PLAN
87 13E02 CAMPUS OAKS - UNDERGROUND POWER AND CONTROL PLAN 88 13E03 CAMPUS OAKS - EXPOSED POWER AND CONTROL PLAN
89 13E04 CAMPUS OAKS - LIGHTING AND GROUNDING PLAN
90 13E05 CAMPUS OAKS - DUCT BANK SECTIONS
91 13E06 CAMPUS OAKS - WD31-MCCX-30100 ELEVATION
92 13E07 CAMPUS OAKS - WD31-MCCX-30100 ONE-LINE DIAGRAM 93 13E08 CAMPUS OAKS - PANELBOARD & HANDHOLE/MANHOLE SCHEDULES 94 19E01 MISTY WOOD - ELECTRICAL SITE PLAN
95 19E02 MISTY WOOD - UNDERGROUND POWER AND CONTROL PLAN 96 19E03 MISTY WOOD - EXPOSED POWER AND CONTROL PLAN
97 19E04 MISTY WOOD - LIGHTING AND GROUNDING PLAN
98 19E05 MISTY WOOD - DUCT BANK SECTIONS
99 19E06 MISTY WOOD - WD31-MCCX-36100 ELEVATION
100 19E07 MISTY WOOD - WD31-MCCX-36100 ONE-LINE DIAGRAM 101 19E08 MISTY WOOD - PANELBOARD & HANDHOLE/MANHOLE SCHEDULES (N) - INSTRUMENTATION
102 00GN01 SYMBOLS AND ABBREVIATIONS 1
103 00GN02 SYMBOLS AND ABBREVIATIONS 2
104 00GN03 SYMBOLS AND ABBREVIATIONS 3
105 00GN04 SYMBOLS AND ABBREVIATIONS 4
106 00GN05 SYMBOLS AND ABBREVIATIONS 5
107 00GN06 SAMPLE LOOP DRAWING
108 13GN01 CAMPUS OAKS - CONNECTION DIAGRAM
109 13GN02 CAMPUS OAKS - PCM EXTERNAL ELEVATION
110 13GN03 CAMPUS OAKS - PCM INTERNAL ELEVATION
111 13GN04 CAMPUS OAKS - PCM WIRING DIAGRAM
112 13GN05 CAMPUS OAKS - PCM P&ID
113 13GN06 CAMPUS OAKS - I/O TABLES
114 13N01 CAMPUS OAKS - WELL PUMP AND VALVES P&ID 1
115 13N02 CAMPUS OAKS - WELL PUMP AND VALVES P&ID 2
116 13N03 CAMPUS OAKS - WELL PUMP AND VALVES P&ID 3
117 13N04 CAMPUS OAKS - SODIUM HYPOCHLORITE FEED SYSTEM P&ID 118 13N05 CAMPUS OAKS - LIQUID FLUORIDE FEED SYSTEM P&ID 119 13N06 CAMPUS OAKS - WATER QUALITY P&ID
120 13N07 CAMPUS OAKS - RESTROOM, DRAIN AND SEWER P&ID
121 19GN01 MISTY WOOD - CONNECTION DIAGRAM
122 19GN02 MISTY WOOD - PCM EXTERNAL ELEVATION
123 19GN03 MISTY WOOD - PCM INTERNAL ELEVATION
124 19GN04 MISTY WOOD - PCM WIRING DIAGRAM
125 19GN05 MISTY WOOD - PCM P&ID
126 19GN06 MISTY WOOD - I/O TABLES
127 19N01 MISTY WOOD - WELL PUMP AND VALVES P&ID 1
128 19N02 MISTY WOOD - WELL PUMP AND VALVES P&ID 2
129 19N03 MISTY WOOD - WELL PUMP AND VALVES P&ID 3
130 19N04 MISTY WOOD - SODIUM HYPOCHLORITE FEED SYSTEM P&ID 131 19N05 MISTY WOOD - LIQUID FLUORIDE FEED SYSTEM P&ID 132 19N06 MISTY WOOD - WATER QUALITY P&ID
133 19N07 MISTY WOOD - RESTROOM, DRAIN AND SEWER P&ID
(T) - TYPICAL DETAILS
134 00TA01 ARCHITECTURAL 1
135 00TA02 ARCHITECTURAL 2
136 00TA03 ARCHITECTURAL 3
137 00TC01 CIVIL 1
138 00TC02 CIVIL 2
139 00TC03 CIVIL 3
140 00TC04 CIVIL 4
141 00TC05 CIVIL 5
142 00TC06 CIVIL 6
143 00TC07 CIVIL 7
144 00TE01 ELECTRICAL 1
145 00TE02 ELECTRICAL 2
146 00TE03 ELECTRICAL 3
147 00TE04 ELECTRICAL 4
148 00TE05 ELECTRICAL 5
149 00TE06 ELECTRICAL 6
150 00TE07 ELECTRICAL 7
151 00TE08 ELECTRICAL 8
152 00TE09 ELECTRICAL 9
153 00TE10 ELECTRICAL 10
154 00TH01 HVAC 1
155 00TH02 HVAC 2
156 00TH03 HVAC 3
157 00TH04 HVAC 4
158 00TM01 MECHANICAL 1
159 00TM02 MECHANICAL 2
160 00TM03 MECHANICAL 3
161 00TM04 MECHANICAL 4
162 00TM05 MECHANICAL 5
163 00TN01 INSTRUMENTATION 1
164 00TN02 INSTRUMENTATION 2
165 00TN03 INSTRUMENTATION 3
166 00TN04 INSTRUMENTATION 4
167 00TN05 INSTRUMENTATION 5
168 00TN06 INSTRUMENTATION 6
169 00TN07 INSTRUMENTATION 7
170 00TN08 INSTRUMENTATION 8
171 00TS01 STRUCTURAL 1
172 00TS02 STRUCTURAL 2
173 00TS03 STRUCTURAL 3
174 00TS04 STRUCTURAL 4
175 00TS05 STRUCTURAL 5
176 00TS06 STRUCTURAL 6
177 00TS07 STRUCTURAL 7
178 00TS08 STRUCTURAL 8
(N) - INSTRUMENTATION (CONT.) (T) - TYPICAL DETAILS (CONT.) No. 63626

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NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
PlotDate: 11-DEC-2024 4:01:57PM User:svcPW Model:Layout1 ColorTable:gshade.ctb DesignScript:Carollo_Std_Pen_v0905.pen PlotScale:1:1 LASTSAVED BY:

PROJECT NO. FILE NAME:

CECE

GENERAL
K
W
N
Y
I
Q
A
B
C
J
H
P
S
VU
R
M
D
F
T
L
E
O
G
GVGSPH1EHGRVGPMGPDGRTGGRH2EHPHORIZHPUHPAHGTHDWHBHEFHDWLGNDFXFWGFXCFVFT or ' FSTNFUPFTGGAGLGENGMGLVGELGALVGALGBGAVLAVLABLDFLB(S)LJSTISRKGVJTLDFRLPLLVLPGLPALLHLGLFLLLHRAIPHWRHWLHxWHWSHWHSFHRHVHTXHYDINSTRINJINVINSULINFIDIAINCLIN or " EJEIFSEMBEDEJREGEDECUEFFEFEMHESEWESEUHETEREPSEPEQEPVECC REDDRDPVDRVDRTDODMSDMPdoDNDSEDWL(S)ECEADWDDUCDSWDWDUHFLDFLAFLEXFLFILTFHFIN FLFINFLG

FRPPFPPFSFRSFPMFM
FLR
FOFND

FGEXPOEXPFADEXTEWHEWEVREWEFEWCFBFDLFDFDRFCUFCFBWFCOFCA

REGREFREJREINFRED
RDLRD

RECIRCRDOFREQDRHRBRHRMRLSRGRESRERRFREV

RCPPSIPSGPTPSIGPSFPRRPROJPSPRVPVQTYRASR/WPVTPVDFPVCPVMTPVI

SECSESEDSECTSDOSCRSCRSDLSDSEPSHTSHRSKSIMSHDRSFWSFSHDSGSCORTRRRUDRTFRPMPROTRORPMRPRWSCBSCSCFMSCDRWRSS/W MODMOMONMOISTMLMIXMISCMKMJMOSNGNEVNO., #NICNAMSMPMNMTDMINMANMAINTMAUMATLM

LSLRLWLLT

MAXMG/LMFRMHMGDMETMCMBMECHMDPLASPIVPMPPLWDPIPERPPEPHPGPNL(S)PRCPPMVPRIPRGPPPOLYPOLPOSPDPODOCOPPOPNGOBDNPTNOMONTSOPP HNDPCPPCCPPD, PLDPDPCCPOZPCPBL DLV
TOP OF

INSIDE FACE

WTP WATER TREATMENT PLANT
OFL

WEATHERPROOF, WATERPROOF
NUMBER (REBAR Ø)

OUTSIDE FACE
RSR

WORKING POINT
TRD
RISER
RAD

TREADTOP OF STEEL
WPT

TAS THREADED ANCHOR STUD
#
ELL

EXHAUST FAN, EACH FACE

DEFLECTION ANGLE, CENTRAL ANGLE
EL
FRP

INTERIORFIBERGLASS REINFORCED PLASTIC
INT

CLEANOUT
O.F.

CTJ
I.F.

T.O.

CONTROL JOINT

HOOK ONE ENDHOOK TWO ENDSHEAT PUMP, HORSEPOWER, HIGH PRESSUREGALVANIZE(D)

ADDL ADDITIONALCIRC

ADJACENT, ADJUST, ADJUSTABLEABOVE FINISHED FLOORCONSTRUCTION JOINT

COL(S)AL

APPROXIMATE, APPROXIMATELY

POLYMER SOLUTION

UHMW ULTRA HIGH MOLECULAR WEIGHTUHMWPE ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENEWRS

HIGH DENSITY POLYETHYLENE
PLS

BELT FILTER PRESS HDPECOLUMN(S)

LEFT HANDLOW PRESSUREHOLLOW STRUCTURAL SECTION (STEEL)
LHLPT

NEAR SIDENOT IN CONTRACT

LOW POINT
NS

HIGH POINT

ELBOWELEVATION

DEMO DEMOLISH, DEMOLITIONEQUIP

FIBERGLASS REINFORCED PLASTIC PIPE
HPT
EX

FINISHED GRADE

CHLORIDE

TIME DELAY RELAY, TOWEL DISPENSER/RECEPTACLERIGHT HAND REVERSE ACTIVERIGHT HAND REVERSE

TOP OF GRATING

VEC VINYL ESTER COATING

THICKENER SUPERNATANT OR SUBNATANTTRIAD (THREE CONDUCTOR SHIELDED CABLE), TIMING RELAY RHRA

REGULATION VALVE, PRESSURE RELIEF VALVE

PREFABMASY MASONRY

PREFABRICATED

STORE FRONT GLAZING SYSTEM
RHRSGS

WATER SURFACE

STATIC PRESSURE, SET POINTSLUDGE TRANSFER

POINT, POINT OF TANGENCY

REVISION, REVERSETOP OF CURBSERVICE VALVE, SHUTOFF VALVE, SOLENOID VALVE

WATER METERWEST, WIDTH

PROGRESSIVE CAVITY PUMP

ASPHALTIC CONCRETECATCH BASIN

WSTP WATERSTOP

CONTROL POINT

BFG BELOW FINISHED GRADE
CARPET

END OF CURVE

WTFWWTFTUR TURBINE

WATER TREATMENT FACILITY

BTWN BETWEEN

WASTEWATER TREATMENT FACILITY
FIN GR

TANGENT LENGTH, THERMOSTAT, TIMER

OPEN EQUIPMENT DRAIN
NPWOED

NON-POTABLE WATER

RTU ROOF TOP UNITSCH

RADIUS, RADIAL

CIRCUMFERENTIAL/CIRCUMFERENCE

GENERAL, GENERATORGYPSUM

FXE FIRE EXTINGUISHER - ELECTRICALGYPLHR LEFT HAND REVERSELHRB LEFT HAND REVERSE BEVEL

FACTORY

CURRENT TRANSFORMER, CERAMIC TILE
CIRCLE
CLK

CORRUGATE(D), CORROSION
BCKR

EXISTFACT

BACKER BOARD

EXISTING

CKFCKBCKSCKACICHKD PLCJCIPCLDCMLCCMLCMUCMPCLVCLPCLLCLSCLRCHFCBVCAUSTICCABTUBPVBOTTSBSPBRGCBCFMCFCHEMDCFSCEFCDCCCDTCDL

DDRDFLDETDBLCYCWVD/WDDGDISCHDIPDLDIWDIMDIAGDIGDIFCW

CORRCONTCPTCPCONSTCOCNVCONNCONC
CPVC

CUCTSKCVCUPCTR
CSPCS
CTL
CT

MASONRY CONTROL JOINT

CLOSE, CONDUIT CHANNEL (STRUCTURAL)

HEADED ANCHOR STUD
MCJ
CCB

COUPLING
CLSM

CHLORINE CONTACT BASIN
CPLG
HAS
ACIACBACUACPACAB@ABSABC

CONTROLLED LOW STRENGTH MATERIAL
HSS

INSIDE DIAMETER, INSIDE DIMENSION, IDENTIFICATION
GC

GRAVITY BELT THICKENER
NC

SPECIFICATION(S)
TOG

NORMALLY CLOSED

SPEC(S)

GROOVED COUPLING
DWG(S)

DOWEL(S)

CONNECT, CONNECTION

DRAWING(S)
ELEC

FIRE DEPARTMENT CONNECTION
GBT

ELECTRICAL
FDC

BDBCMBDRBDDBCAVGAVAWAVVBFBLRBLKHDBOTTBMBLKBFVBFPBLDGBKWASTMAFCAERAFMAFFAEDADJADADRADMINAHUARCHAPPROXASSYARVANVAILAICANCHALT SL

POLYMER BLENDERPOLEPLANT CONTROL CENTERPOINT OF CURVATUREOUNCEOPENINGOVERFLOWOPPOSITE HANDOPPOSITEPRESTRESSED CONCRETE CYLINDER PIPEPHASE, PHYSICALLY HANDICAPPEDPRESSURE GAUGEPOST INDICATOR VALVEPOINT OF INTERSECTIONPERPENDICULARPULSATION DAMPENERPOSITIVE DISPLACEMENT, PLANT DRAINPLAIN ENDPOSITIVE DISPLACEMENT PUMPOUTSIDE DIAMETER, OUTSIDE DIMENSIONMOP SINKMETERING PUMPNORTH, NEUTRALMOUNTEDMOISTURE SEPARATORMODIFIEDMASONRY OPENINGMONUMENTMOISTURENOT APPLICABLEOPENNOT TO SCALEON CENTEROPPOSED BLADE DAMPERNATIONAL PIPE THREADNATURAL GRADE, NATURAL OR LP GASVALVE, NEEDLENOMINALNUMBERPAVEMENTPOINT OF VERTICAL INTERSECTIONPOINT OF VERTICAL TANGENCYPOUNDS PER SQUARE INCH GAUGEPOUNDS PER SQUARE INCHPOINT OF VERTICAL CURVATURE, POLYVINYLPLUG VALVEQUANTITY

RECIRCULATINGROOF DRAIN OVERFLOWREFERENCEREDUCER, ROOF EQUIPMENT DRAIN

ROOF DRAIN LINERETURN ACTIVATED SLUDGERIGHT OF WAYROOF DRAINREINFORCED CONCRETE PIPEPRESSURE GAUGEPOLYETHYLENEPOLYMERPOSITIONPANEL(S)PLASTICPLATE, PROPERTY LINEPUMPPLYWOODPOWER POLEPRESSURE REDUCING VALVE, PRESSUREPRESSURE OR VACUUM RELIEF VALVEPOUNDS PER SQUARE FOOTPUMP STATION, PIPE SUPPORTPROJECTIONPOINT OF REVERSE CURVATUREPARTS PER MILLION (VOLUME)PRIMARYPRESSURE REGULATOR

INSTRUMENT AIRHYDRANTINCLUDE, INCLUDINGINCHESHEIGHT BY WIDTHHIGH WATER LEVELHOT WATERHOT WATER SUPPLYHOT WATER RETURNINFLUENTJOISTINTRINSICALLY SAFE RELAYKNIFE GATE VALVEJOINTIRON PIPEINSTRUMENTATIONINJECTORINVERTINSULAT(E)(ED)(ING)(ION)HOSE VALVEGATE VALVEGALVANIZED STEEL PIPEHOSE BIBBEXPLOSION-PROOF, HIGH, HORIZONTALGRAVITY VENTILATORGALLONS PER MINUTEGALLONS PER DAYGRATINGGRADEHARDWAREHANDRAIL, HOSE REEL, HOURHEAT PUMP UNIT AIRHEAT EXCHANGERHOOD SUPPLY FANHIGH PRESSURE AIRHOOD EXHAUST FANHEADWALLHORIZONTALHEIGHT

MOTORIZED DAMPERMECHANICAL COUPLINGMETALMECHANICALMACHINE BOLTMATERIALMANUALMAXIMUMMAKE-UP AIR UNITMANUFACTURERMECHANICAL JOINTMIXERMIXED LIQUORMARKMISCELLANEOUSMILLION GALLONS PER DAYMILLIGRAMS PER LITERMINIMUMMANHOLEMAINTENANCE

LINEAL FEETLIQUID DIESEL FUEL RETURNLEFT HAND REVERSE ACTIVELONGLIQUID DIESEL FUELLABORATORYANGLE (STRUCTURAL), LENGTH, LOUVERPOUND(S)LAVATORYLIVE LOADLEFTLAB SINK MOTOR

LOW WATER LEVELLONG RADIUSLONG LEG VERTICALLONG LEG HORIZONTALLIQUIFIED PROPANE GASLOW PRESSURE AIR

TURBIDIMETER SAMPLETHICKENED SLUDGE DECANTTELEPHONE TERMINAL BOARDTHERMOSTATTOP OF WALL

TANKTEMPERATURE

TOP OF MASONRYTOP OF CONCRETETURNING VANESVARIESUTILITY SINKVITRIFIED CLAY PIPEVALVE BOXUNLESS NOTED OTHERWISETYPICALTHREE-WAY VALVEUNDERGROUNDUNDERCUT

TELEPHONE MANHOLEPIPE SUPPORT, SUPPORTSLUICE GATESYMMETRICALSEAL WATERSTRUCTURALSTEAMSTEELSTRAINERSTEEL PIPESYNTHETICTHICKENER, THICKNESS, THICK TEST HOLETELESCOPING VALVETHICKENED SLUDGETELEPHONETEMPORARY BENCHMARKTOP AND BOTTOMTOTAL DYNAMIC HEADTEMPERATURE CONTROL VALVE

YARD HYDRANTYARD CLEANOUT

SSL SECONDARY SLUDGE

WYEWASTEWATERWATER CONTROL VALVEWASTEWATER TREATMENT PLANTWELDED WIRE FABRIC PLCS

EMERGENCY HAND SWITCH

DP DEEP (OR DEPTH)ESS
PLACES

BG BREAK GLASS HAND SWITCH

WATERWITHVENT THROUGH ROOFWASTE ACTIVATED SLUDGEWITHOUTVACUUM REGULATING VALVEVOLUMETRIC FEEDERVERTICALVOLUMEVACUUM GAUGE, VALLEY GUTTERWALL CLEANOUTWEIR GATEWASTE OIL DRAINWALK THROUGH, WEIGHTWATER SOFTENERWALL LOUVER, WATER LEVELWALL FITTING, WASH FOUNTAINWALL EXHAUST FANWEIGHT INDICATORWATER HEATER

SCRUBBERSECONDARY CLARIFIERSIDEWALKRECLAIMED WATER, REUSE WATERRUPTURE DISKRECLAIMED WATER RETURNSMOKE CONTROL DAMPERSUMP DISCHARGE DRAIN LINESMOKE DETECTOR, SPLITTER DAMPER, STORMSECONDARY EFFLUENTSLUDGE DRAWOFFSILICON CONTROL RECTIFIERSCHEDULESTANDARD CUBIC FEET PER MINUTEBAR SCREENSURFACE CLEANOUTROTARY FEEDERRETURN FANRESERVOIRRIGHT HANDRETURN GRILLE RUBBER GASKETREACTORREINFORCE(D)(ING)(MENT)REGULATOR, REGULATINGREQUIREDRUBBER EXPANSION JOINTRIGHT HAND REVERSE BEVELREINFORCED PLASTIC MORTAR PIPEREVOLUTIONS PER MINUTERIGHTRETURN REGISTERRADIUS POINTROOMREGISTERED LAND SURVEYORROTAMETERROUGH OPENINGSQUARESAMPLE WATERSQUARE INCH(ES)SQUARE FEETSAMPLE SINKSINGLE POLE DOUBLE THROWSUMP PUMP DRAINSPARESPLITTER BOXSHORT RADIUS, SUPPLY REGISTERSTANDARDS(S)STABILIZERSTIRRUPSSTIFFENERSTATIONSANITARY SEWER, SELECTOR SWITCHSCRUBBER RECIRCULATION LIQUID (CAUSTIC)STAINLESS STEELSERVICE SINKSOLUTIONSUPPLY GRILLESOFTENED WATERSOLIDS HANDLING-RECYCLESHOWER DRAINSUPPLY FANSECTIONSECONDARY, SECONDSEPTAGESEDIMENTATIONSHOWERSLEEVE VALVESLIDE GATESUPERNATANT OR SUBNATANTSAMPLER, SUMP PUMPSLUDGE COLLECTOR DRIVESIMILARSHEETSLOPE, SLUDGESKIMMINGS GROUND

AT (MEASUREMENT)
YH

AGGREGATE BASE COURSEANCHOR BOLT

YCOWWFWWYWWTP

ACRYLONITRILE BUTADIENE STYRENEACCESS DOORADMINISTRATIONAERAT(ION)(OR)AREA EQUIPMENT DRAINAREA DRAINAMERICAN CONCRETE INSTITUTEAIR CIRCUIT BREAKERAIR CONDITIONING UNITASBESTOS CEMENT PIPE

WVWCOWASWFWEFW/OVTRVRVW/WWHWSWRGWTRWTWPWLWIWODWM

BLOCKBUILDINGPROCESS BLOWERBULKHEADBACKWASHBASIN DRAIN LINEBACKDRAFT DAMPERBUTTERFLY VALVEBLIND FLANGEBEAM, BENCH MARKBALL VALVEBRITISH THERMAL UNITSCAUSTIC SOLUTION (CONCENTRATED OR DILUTE)CONCRETE ANCHORBLACK STEEL PIPEBOTTOM SLUDGEBOTTOMBEARINGBACK PRESSURE VALVEBOARDALUMINUMALTERNATEANGLE VALVEANCHORAIR INTAKE LOUVERAIR FLOW MONITORAFTERCOOLERAIR COMPRESSORAIR HANDLING UNITARCHITECTURALACID WASTEAIR AND VACUUM VALVEBATCHMETERBEGIN CURVE, BRASS CAP, BACK OF CURB, BOLTAVERAGEASSEMBLYAIR RELEASE VALVEACID VENTAMERICAN SOCIETY FOR TESTING AND MATERIALS

STIRSTIFFSTMSTLSTD(S)STSTBSTASTPSYMSWRTSYNSVSTRUCTSTRSUPTSUGSSKSPSOLSPDTSPDSNSLGSLCSMPSLVSPLSRSQ IN(S)SSSRLSQ FTSPSSPRSQSPW

TYPTWVUGUCTVTSPLTSDTTBTSTATUNOVFRVERTVOLVGVCPUSVBVARTS

TELTDRTHKTHTDHTBMT&BTCVTCTKS

TOSTOMTRTOC

TMHTLVTNKTMP

ELECTRIC WATER HEATER, EXHAUSTEACH WAY EACH FACEEXPANSION, EXPANSION TANKEXISTINGELECTRIC WATER COOLERELECTRIC UNIT HEATERELECTRICALLY HEAT TRACEDEACH WAYEVAPORATOREXPOSEDFLOOR CLEANOUTFLANGE COUPLING ADAPTERFIRE DAMPER, FLOOR DRAIN, FOUNDFAN COIL UNITFACE OF CURB, FLEXIBLE COUPLINGFOUL AIR DUCTEXTERIORFILTER BACKWASHFLAT BAREMERGENCY SHOWER AND EYE WASHEXHAUST GRILLEEFFLUENTEXPANSION JOINTEXTERIOR INSULATION AND FINISH SYSTEMEQUIPMENT DRAINEACHEASTEVAPORATOR COOLING UNITECCENTRIC REDUCERINJECTOR/EDUCTOREQUIPMENTEQUALEACH SIDEEXHAUST REGISTERECCENTRIC PLUG VALVEELECTRICAL MANHOLEEMBEDMENTEXPANDED POLYSTYRENEEDGE OF PAVEMENT FLAP VALVEFUEL DISPENSERFIRE EXTINGUISHERFLUSHING WATERFOOTINGFAR SIDEFROTH SPRAYFOOT, FEETFASTEN(ED)FIRE EXTINGUISHER CABINETGLASSGRAVITY EXHAUST LOUVERGAS METERGLOBE VALVEGRADE BREAKGAUGE or GAGEGAS, GROUND, GUTTERGRAVITY VENTILATORGALLONSFLEXIBLE PLASTIC PIPE

FINISHFILTRATEFINISHED FLOORFIRE HYDRANTFEEDERFLOOR DRAIN LINEFOUL AIR

FOUNDATIONFORCE MAINFEET PER MINUTEFUEL OIL

FILTERFILTER DRAINFLANGE, OR FLANGEDFLEXIBLE

CEMENT MORTAR LINED AND COATEDCEMENT MORTAR LINEDCONCRETE MASONRY UNITCORRUGATED METAL PIPECHLORINE GAS (VACUUM)CHLORINE GAS (PRESSURE)CHLORINE LIQUIDCHLORINE SOLUTIONCLEARCONVEYOR

CONTROL

CHEMICAL SUMP PUMP, CORRUGATED STEEL PIPE

COUNTERSUNKCENTER, CENTERED

CARBON STEEL, CIRCULATING SLUDGE

CONSTRUCTIONCONCRETE

CHLORINATED POLYVINYL CHLORIDE

CONTINUOUS OR CONTINUATION OR (D) (OUS)CHLORINE LEAK DETECTORCUBIC FEET PER MINUTECUBIC FEETCHEMICAL DRAINCUBIC FEET PER SECONDCEILING EXHAUST FANCEILING DIFFUSER, CONDENSATE DRAINCENTER OF CURVATURE, CENTER TO CENTERCONDUITCHEMICAL DRAIN LINECHEMICAL FEEDERCHECK VALVE, SWINGCHECK VALVE, FLAPCHAIN LINKCENTER LINECHECK VALVE, BALLCAST IRONCHECKERED PLATECHECK VALVE, ANGLECAST IRON PIPE

DOWNDIAPHRAGM SEALDOOR OPENINGDITTODAMPERDEIONIZED WATERDISCHARGEDOOR LOUVERDEAD LOAD, DRAIN LINEDIAPHRAGM VALVEDUCT HEATER UNITDUST COLLECTORDEWATERING DRAINDISTILLED WATERDISTILLED WATER, DOOR SWITCHDRIP TRAPDOOR, DRAINDIGESTED SLUDGE, DOWN SPOUTDRAIN VALVEDUCTILE IRON PIPEDEPTH, DIGITAL OR DISCRETE, DRAINCUBIC YARDDOUBLEDRIVEWAYCOMBINATION WASTE AND VENTCOPPER PIPECUBICCOLD WATERCHECK VALVEDESICCANT DRYERDIFFUSERDIAGONALDIMENSIONDIGESTERDIAMETERDETAILDEGREEDOOR GRILLEDECANT/FILTRATE

SOUTH, SWITCH, SLOPE
CL
PL

FLOOR, FLOW LINE
T.O.W.

SST
FOBFOT

FLAT ON BOTTOMFLAT ON TOP

BWCCP BAR-WRAPPED CONCRETE CYLINDER PIPE

RCCP REINFORCED CONCRETE CYLINDER PIPE
CE

HH HAND HOLE, ELECTRICAL PULL BOX

ABBREVIATIONS

AF AQUIFER FLUSH

FPW FIRE PROTECTION WATER

PW POTABLE WATER
DRAIN

FLAP GATE, FINISHED GRADE

ASAF AQUIFER FLUSHAR AQUIFER RECOVERY

AQUIFER SUPPLY

DR DRAINFE FILTER EFFLUENTFI FILTER INFLUENTN NITROGENNAF SODIUM FLUORIDEPW POTABLE WATERSAM SAMPLESH SODIUM HYPOCHLORITESW SOFTENED WATERV VENT

PROCESS FLOW ABBREVIATIONS
SDRWSS

STORM DRAINSANITARY SEWERRECYCLED WATER

FPW FIRE PROTECTION WATERFTWFIBER FIBER OPTIC CABLEBWW BACKWASH WATER

FILTER TO WASTE, FLUSH TO WASTE
11843A1000G003.dgn
3 POLYVINYLIDENE FLUORIDE
00G03

CPTS CATHODIC PROTECTION TEST STATION
DFassbinder
30°

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024
No. 63626

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
PlotDate:06-DEC-20244:20:43PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE

GENERAL
A
##X##
VIEW

REVISION DELTA
SCALE
FENCE

GUARDRAIL

CENTER LINE

REMOVE AND/OR ABANDON
GATE

NEW EXISTING

DETAIL REFERENCES HATCH PATTERNS
VIEWDRAWING CUT ORIGINATIONTYPICAL DETAIL #
TYP
FILE:

SCALE:FILE:
0 50' 100' 200'

SECTION CUTREFERENCETYPICAL DETAIL
(EXIST)

VIEWSEXTERIOR ELEVATION

PHOTO LOCATION

KEY NOTE

TAG AND NUMBEREQUIPMENT/DEVICE

GRID BUBBLE A

PIPE TAG

BREAK LINE
TRUE
NORTH
PLANT
NORTH

NORTH ARROW/PLANT NORTHSPECIFIC)(STATE/REGION WARNING OVERHEADUNDERGROUND/

SYMBOLS

GENERAL NOTES

MATCH LINE

HIDDEN LINE
MATCH LINE SEE DWG ##X##
VIEW

ELEVATION
TOC XXXX.XX

EXISTING ELEVATION

PLAN VIEWPIPE BREAKCROSS SECTIONPIPE BREAK

CONSTRUCTION

FUTURE CONSTRUCTION
(SINGLE LINE)

BRACKET PIPE CONTINUATION
EF-EQUIP = FUTURE EQUIPMENT
EX-EQUIP = EXISTING EQUIPMENT

EQUIPMENT
EF-SIZE FLOW STREAM = FUTURE
EX-SIZE FLOW STREAM = EXISTING

SIZE FLOW STREAM

PLAN/TITLETITLE W/ REFERENCESECTION OR DETAIL
NUMERIC = DETAILALPHA = SECTION
(ENLARGED)DETAIL CALL-OUT

POINT OF VIEWARROW INDICATES
1 ##X## = SEE INDICATED DRAWING- = SHOWN ON SAME DRAWING DRAWING REFERENCE ##X##

DISCIPLINE DESIGNATOR

DRAWINGSEE INDICATED

DETAILSHEETS IN

TYPICAL DETAIL NUMBER

TYPICAL DETAIL TITLE
(WHEN APPLICABLE)AREA DESIGNATORSHEET NUMBERCONSECUTIVE (REVISED)DATE CREATED

PLAN NOT REFERENCED

LINE WORK
N = NOTE TO TYPICAL DETAIL USERR = REVISEDJ = JOB SPECIFICS = STANDARDMODIFICATION NOTE T.O.W. XXXX.X±

PIPE SIZE FLOW STREAM

OVERHEAD
Call
before you
Avoid overhead power linecontact. It's costly.

XXX-XX-XXXX
X" XXX
34 2 -#?
##X##
1 MOD SHT # OF #
LINE 2LINE 1LINE 3

VER DATE
TYP
?
C/1 SECTION/DETAIL TITLE
##X##
FILE
SCALE
C

A FILE PLAN TITLE

RUBBERTREAD PLATELANDSCAPINGGRATINGSTEEL

ALUMINUMOR COPPERBRONZE, BRASS,BRICK OR BLOCK

MISCELLANEOUS

COURSE (ABC)AGGREGATE BASEBEDROCKFIBERGLASSCAST IRON ORCLSM(ALL CLASSES)CONCRETEDRAIN ROCK

OR BACKFILLSTRUCTURAL FILLWOOD
SPAN

ASPHALT PAVING

GRAVELUNDISTURBED SOILEXISTING/
Know what's below.

Callbefore you dig.

SAND OR GROUT
CE

GENERAL NOTES, SYMBOLS, AND LEGENDS
4 11843A1000G004.dgn
WORK BY CALLING 1-800-227-2600.CONTRACTOR SHALL NOTIFY THE U.S.A. CENTER 48 HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION

23. NOTIFY THE CITY OF ROSEVILLE UNDERGROUND SERVICE ALERT (U.S.A.) ONE-CALL SYSTEM. THE MANHOLES.

22. WASTEWATER COLLECTION SYSTEM OPERATOR MUST BE ON SITE WHEN CORE DRILLING INTO SEWER 21. WATER DISTRIBUTION SYSTEM VALVES ARE ONLY TO BE OPERATED BY CITY STAFF.

DRAWINGS, SHALL BE PROVIDED PRIOR TO CASTING CONCRETE. REVEALS NOT SHOWN ON THE STRUCTURAL DRAWINGS, THAT ARE REQUIRED BY OTHER CONTRACT

20. MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES, AND VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. OPENINGS CONTROLLED BY ARCHITECTURAL, MECHANICAL, OR ELECTRICAL EQUIPMENT SHALL BEBEFORE PLACING ANY STRUCTURAL STEEL OR CONCRETE. ALSO, STRUCTURAL DIMENSIONS AND

19. CONTRACTOR SHALL VERIFY LOCATION OF ALL ARCHITECTURAL, MECHANICAL, AND ELECTRICAL ITEMS 18. PROVIDE ALL SHEETING/SHORING REQUIRED TO PROTECT EXISTING STRUCTURES, PIPES AND FACILITIES.

OWNER OF THE ELECTRIC LINES. LINES. CONTRACTOR SHALL ABIDE BY THE NATIONAL ELECTRIC CODE AND ANY REQUIREMENT BY THE

17. THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS IN THE VICINITY OF ANY OVERHEAD ELECTRIC REMOVING SIDEWALK.UTILITIES RUNNING ACROSS AND PARALLEL TO THE EXISTING SIDEWALKS. NOTIFY DIG ALERT PRIOR TO

16. ALL SIDEWALKS WILL BE 3'-0" WIDE OR AT A MINIMUM MATCH THE EXISTING SIDEWALK. THERE ARE DOWNTIME SHALL BE A MAXIMUM OF 2 HOURS, UNLESS SPECIFIED OR SHOWN OTHERWISE. THE EXISTING PIPE SHALL REMAIN IN SERVICE UNTIL NEW PIPING IS READY TO BE PLACED INTO SERVICE.

15. CONTRACTOR SHALL REROUTE THE EXISTING PIPING IF REQUIRED TO MISS THE PROPOSED STRUCTURES.

TO MAINTAIN SERVICE BY THE CITY. PHASES OF WORK, AND IT CONFLICTS WITH NEW PIPING, TEMPORARILY RELOCATE PIPING AS REQUIRED WHERE PIPING IS TO BE ABANDONED AND MUST REMAIN IN SERVICE UNTIL COMPLETION OF OTHER

14. ALL EXISTING PIPES THAT ARE TO BE ABANDONED IN PLACE OR REMOVED MAY NOT BE SHOWN.

THE CITY. IS NO LONGER IN SERVICE. LINES IN SERVICE SHALL BE MAINTAINED UNTIL NO LONGER REQUIRED BY

13. CONTRACTOR SHALL VERIFY THAT PIPING SHOWN TO BE ABANDONED OR AS ABANDONED PREVIOUSLY QUESTIONS OR COORDINATION OF CONSTRUCTION RELATED TO EXISTING UTILITIES.

12. THE CONTRACTOR SHALL CONTACT THE PROPER UTILITY REPRESENTATIVE AS FOLLOWS FOR GRADE AND VAULTS SHALL BE SIX INCHES ABOVE FINISHED GRADE. WISE SHOWN OR DIRECTED. MANHOLES IN OPEN FIELDS SHALL BE SET TWELVE INCHES ABOVE FINISHED

11. ADJUST ALL VALVE BOXES, VAULTS, PULL BOXES, AND MANHOLES TO FINISHED GRADE UNLESS OTHERPROVIDE ALL SUPPORTS REQUIRED FOR A RIGIDLY SUPPORTED COMPLETE AND WORKING SYSTEM.

SHALL PROVIDE ALL FITTINGS, ADAPTERS, AND APPURTENANCES REQUIRED TO MAKE THE CONNECTIONS.

10. CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING PIPE, EQUIPMENT, ETC. AS REQUIRED AND WITHOUT ADDITIONAL COMPENSATION. OR RECONSTRUCTED TO THE ORIGINAL OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE ALL FACILITIES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED DAMAGE EXISTING FACILITIES AND UTILITIES SHOWN OR NOT SHOWN THAT ARE TO REMAIN IN PLACE.

9. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT FROM SHOWN AROUND OR NEAR AREAS OF NEW CONSTRUCTION PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, SIZES, MATERIAL TYPES, AND ELEVATIONS RESPONSIBILITY FOR FACILITIES AND UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. AVAILABLE RECORDS OR ELECTRONIC FILES. NEITHER THE OWNER NOR ENGINEER ASSUMES ANY

8. EXISTING FACILITY AND UTILITY INFORMATION SHOWN ON THE DRAWINGS WAS OBTAINED FROM ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL INCLUDE COST FOR THIS IN THE BID. FOR FURNISHING ALL FITTINGS AND ADAPTERS REQUIRED TO MAKE THE ROUTING CHANGES AT NO ARE NECESSARY TO MISS EXISTING PIPES, STRUCTURES, ETC. CONTRACTOR SHALL BE RESPONSIBLE OF 30" UNLESS NOTED OTHERWISE. PIPES SHALL BE ROUTED AS SHOWN UNLESS MINOR REVISIONS SPECIFICALLY INDICATED ON THE DRAWINGS. PIPE SMALLER THAN 12" SHALL HAVE A MINIMUM COVER

7. ALL PIPELINES 12" AND LARGER SHALL HAVE A MINIMUM COVER OF 36" UNLESS THE COVER DEPTH IS OWNER. AND REINSTALL THEM AS REQUIRED TO ELIMINATE THE CONFLICT AT NO ADDITIONAL COST TO THESHALL TEMPORARILY RELOCATE CONFLICTING EXISTING UTILITIES AT TIE-IN/CONNECTION LOCATIONS LOCATION OF ALL EXISTING PIPING AND UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR AND/OR OTHER PROPOSED UTILITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE

6. PRIOR TO EXCAVATION FOR NEW STRUCTURES, ELECTRICAL CONDUIT, FABRICATION OF NEW PIPING AND REQUIREMENTS.

5. CONTRACTOR SHALL COMPLY WITH LOCAL CONSTRUCTION STORM WATER DISCHARGE REGULATIONS IN THE SAME AS FOR OTHER SIMILAR WORK.

4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF WORK. DETAILS SHALL BE EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS. AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL APPLY

3. UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE DRAWINGS, CONSTRUCTION SHALL BE OF ROSEVILLE DESIGN AND CONSTRUCTION STANDARDS.MATERIALS SHALL CONFORM TO THESE PLANS AND THE LATEST EDITION AND AMENDMENTS OF THE CITY DOCUMENTS AND EXISTING CONSTRUCTION BEFORE PROCEEDING WITH WORK. ALL CONSTRUCTION AND UTILITIES. CONTRACTOR SHALL NOTIFY ENGINEER IF THERE IS A CONFLICT BETWEEN THE CONTRACT EXISTING CONDITIONS INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING CONSTRUCTION AND THE ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THEY WERE WRITTEN IN THEIR ENTIRETY ON EACH SHEET.

1. FOLLOWING NOTES ARE GENERAL AND APPLY TO ALL SHEETS OF THESE CONTRACT DOCUMENTS AS IF 00G04
DFassbinder
No. 63626

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
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178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
PlotDate:13-DEC-20243:52:27PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

MED
HPG
RAH

GENERAL

DESIGN CRITERIA
5 11843A1000G005.dgn
7621 PAINTED DESERT DRIVE 1270 PLEASANT GROVE BOULEVARD 00G05
hgarcia

CAMPUS OAKS MISTY WOOD

DESIGN CRITERIA

DESCRIPTION UNIT VALUE VALUE

EXISTING WELL
CONDUCTOR CASING INCH 36 36WELL CASING INCH 20 20COLUMN PIPE DIA. INCH 12 12WELL DEPTH FT (BGS) 380 435SCREEN DEPTH FT (BGS) 280-360 265-410SOUNDING TUBE FT (BGS) 230 210GRAVEL FILL TUBE FT (BGS) 260 240

WELL PUMP
PUMPDESIGN FLOW GPM 2,500 2,700LINE PRESSURE AT POC FT (PSI) 265.6 (115) 265.6 (115)TDH FT 553 461HORSEPOWER HP 500 450STATIC WATER LEVEL FT (BGS) 118 118PUMPING WATER LEVEL FT (BGS) 230 138PUMP ELEVATION FT (BGS) 266 266PUMP DISCHARGE INCH 12 12ANNULUS RECHARGE INLET INCH 10 10 GROUNDWATER WATER QUALITY TEST RESULTS 10/19/2023 10/12/2023 SPECIFIC CONDUCTANCE (EC) UMHOS/CM 340 310TURBIDITY NTU 0.2 0.25IRON MG/L ND NDIRON, DISSOLVED MG/L ND NDMANGANESE MG/L ND NDMANGANESE, DISSOLVED MG/L ND NDTOTAL HARDNESS AS CaCO� MG/L 62 56CALCIUM MG/L 13 12MAGNESIUM MG/L 6.8 6POTASSIUM MG/L 1.3 2.2SODIUM MG/L 46 38SILICA (SIO2) MG/L 63 67ARSENIC UG/L 3.8 2.2

SODIUM HYPOCHLORITE PUMP
TYPE PACKAGED SYSTEM PACKAGED SYSTEMPUMP TYPE DOUBLE DIAPHRAGM DOUBLE DIAPHRAGMDUTY/STANDBY EACH 1 DUTY/1 STANDBY 1 DUTY/1 STANDBYMAX DOSAGE MG/L 3.4 3.4DESIGN FLOWRATE GPH 4.4 4.1PUMP CAPACITY GPH 0.001-8.5 0.001-8.5SOLUTION NaOCL % 12.50% 12.50%TANK SIZE DAYS OF STORAGE GAL 32 34.7

SODIUM HYPOCHLORITE TANK
TYPE DOUBLE WALL DOUBLE WALLDUTY/FUTURE 1 DUTY/1 FUTURE 1 DUTY/1 FUTUREMATERIAL POLYETHYLENE (XLPE POLYETHYLENE (XLPE)VOLUME GAL 1,000 1,000DIAMETER FT 6'-5" 6'-5"HEIGHT FT 7'-1" 7'-1"

WATER SOFTENER
FLOW GPM 5 5PRESSURE PSI 30 30

SODIUM FLUORIDE - PACKAGED SYSTEM
CONTAINMENT SECONDARY SECONDARYDESIGN PROCESS FLOW RATE GPM 2,500 2,700SATURATION TANK GAL 55 55TANK TYPE POLYETHYLENE (LINEAR)POLYETHYLENE (LINEAR)CAPACITY, SODIUM FLUORIDE LBS 300 300SOLUTION TANK GAL 70 70TANK TYPE POLYETHYLENE (LINEAR)POLYETHYLENE (LINEAR)PUMP TYPE DIAPHRAGM DIAPHRAGMFEED RATE MG/L 1.5 1.5DESIGN FLOWRATE GPH 5.63 6.08PUMP CAPACITY GPH 0.069 - 6.9 0.069 - 6.9PRESSURE PSIG 90 90NO. OF PUMPS 1 DUTY/0 STANDBY 1 DUTY/0 STANDBY

DIRT ROAD
GRAVEL
GAS
VAULT
APPROX. LOCATION
GAS

SERVICE
SET 5/8" REBAR WITH CAP
N. 2051002.131
E. 6754912.476
ELEV.=134.05
20' P.G.& E. EASEMENT
PER 99-0026799
PROJECT NO. LAST SAVED BY:FILE NAME: Plot Date:

MED
HPG
DM
13G06
6 GENERAL

CAMPUS OAKS ASR WELL

SURVEY CONTROL DATA
11843A1013G006.dwg
hgarcia 12/5/2024 11:33:31 AM
0 10' 20' 40'
SCALE: 1" = 20'

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
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A
B
C
D
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F
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®
178

Roseville City CouncilApril 16, 2025

Roseville City Council
April 16, 2025