Agenda packet — Roseville City Council, June 21, 2023 (part 1 of 9)

AGENDA
June 21, 2023

CITY COUNCIL

FINANCE AUTHORITY

HOUSING AUTHORITY

NATURAL GAS FINANCING AUTHORITY
6:00 p.m.

Council Chambers
311 Vernon Street
Roseville, California
www.roseville.ca.us
The meeting may be viewed on Comcast channel 14, Consolidated Communications channel 73, and AT&T U-Verse. City Council meetings are also video streamed live on the City’s website at roseville.ca.us/watch and roseville.ca.us/agenda, and the City’s YouTube channel at youtube.com/CityofRosevilleCa.

If you need a disability-related modification or accommodation to participate in this meeting, please contact Voice: 916-774-5200, TDD: 916-774-5220. Requests must be made as early as possible.

THE CITY OF ROSEVILLE WELCOMES YOUR PARTICIPATION
If an agenda item is open to public comment, such public comment shall be addressed to the chair of the meeting.

Public Comment - Speakers have three minutes under Public Comment to speak on issues that are not listed on the agenda and are within the City's jurisdiction. The Brown Act does not permit any action or discussion on items not listed on the agenda.

Consent Calendar - If applicable, the Consent Calendar consists of routine items that may be approved by one motion. Any person can remove an item from the Consent Calendar to be discussed separately.

Agenda Items - Speakers have five minutes to address items that are listed on the agenda.

Americans with Disabilities Act - Notify the City Clerk or Secretary at least 72 hours in advance if special assistance is required to participate in a meeting including the need of auxiliary aids or services.

Audio/Visual Presentations - If making a presentation regarding an agenda item, audio/visual materials must be submitted to the City Clerk or Secretary at least 72 hours in advance.

Security procedures are in place to attend Roseville City Council meetings. All attendees must successfully pass through a security metal detector. Any person with a prohibited item will not be allowed entry. Prohibited items include, but are not limited to: firearms (even with valid CCW), knives, pepper spray/mace, explosives of any kind/ any weapons and/or dangerous devices of any kind, illegal drugs and alcohol.

Roseville City Clerk 311 Vernon Street, Roseville, CA 916-774-5200 TDD 916-774-5220

1. CALL TO ORDER

2. ROLL CALL

3. PLEDGE OF ALLEGIANCE

4. MEETING PROCEDURES

5. PRESENTATIONS

5.1. Annual Placer Mosquito and Vector Control District Presentation Presentation from Public Information Officer Meagan Luevano from Placer Mosquito & Vector Control District with a recap of last years efforts and an update on what they are seeing when it comes to mosquitos and other vectors this summer.

CONTACT: Carmen Avalos 916-774-5263 [email protected]

6. PUBLIC COMMENTS

7. CONSENT CALENDAR

BEGINNING OF CONSENT CALENDAR
Minutes

7.1. Minutes of Prior Meetings
Memo from City Clerk Technician Melissa Lipp and City Clerk Carmen Avalos recommending the City Council approve the minutes of the May 17, 2023 City Council/Housing Successor meeting, and the May 30, 2023 Special Meeting City Council Budget Workshop.

CC #: 2815
File #: 0102-03
CONTACT: Melissa Lipp 916-774-5268 [email protected] Bids / Purchases / Services

7.2. Denio Family Park - Phase 1 Project - Award of Contract and Budget Adjustment
Memo from Park Development Project Manager Joel De Jong and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt RESOLUTION NO. 23-274 APPROVING AN AGREEMENT, BY AND
BETWEEN THE CITY OF ROSEVILLE AND OLYMPIC LANDCONSTRUCTION, INC., AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt ORDINANCE NO. 6685 OF THE COUNCIL OF THE CITY OF

ROSEVILLE AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL
YEAR 2022-23 BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council award the base bid plus alternates 1, 2, 3, 4 and 5, plus the Winter Suspension Allowance to Olympic Land-Construction, Inc. for a total contract award amount of $3,397,707, and a budget adjustment of $1,175,000 from the Citywide Park – West Roseville SP Fund to fully fund the Denio Family Park – Phase 1 Project. Denio Family Park (formerly F-54) is a 95.5-acre citywide park site off of Fiddyment Road and Blue Oaks Boulevard in the West Roseville Specific Plan. The master plan was approved by the City Council on February 17, 2021. This Phase 1 project constructs a fenced dog park, 18-hole disc golf course, parking areas, a group picnic area, and supporting amenities. Staff requests authorization to approve change order requests in an amount not to exceed ten percent (10%) of the contracted amount. Funds for this first phase have been approved using the Citywide Park - West Roseville SP Fund and were allocated in the FY2021-22 budget. A budget adjustment is requested to fully fund the construction of the amenities identified in the Phase 1 project. Maintenance of the Phase 1 park improvements will cost approximately $62,000/year and will be funded from the General Fund.

CC #: 2792
File #: 0704-01 & 0201-01
CONTACT: Joel De Jong 916-774-5924 [email protected]

7.3. Tree Pruning and Tree Maintenance Services - Service Agreement Amendment Memo from Parks, Recreation & Libraries Superintendent Eric Dexter and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt RESOLUTION NO. 23-291 APPROVING A SERVICE

AGREEMENT SECOND AMENDMENT, BY AND BETWEEN THE CITY
OF ROSEVILLE AND WEST COAST ARBORISTS, INC., AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approve a professional services agreement amendment with West Coast Arborists (WCA). The City is in the second term of the contract that expires in June of 2026. WCA annually prunes over 5,000 City trees through routine grid pruning cycles and has successfully maintained Roseville’s urban forest for the last seven years through this contract. WCA costs have increased over the last 24 months as they have realized unexpected sharp increases to operating costs including labor, fuel, recycling and insurance. These increases were unforeseen in the contract agreement, resulting in a recommended cost adjustment of 18%. Funding of this contract combines allocations between the General Fund, Golf Course Fund, Preserve Fund, Native- and Non-Native Tree Mitigation Funds, and Community Facilities Districts and Lighting & Landscape Districts approved through the annual budget process. The total not-to-exceed amount will remain $4,840,555.05 through the contract end date of June 30, 2026. The 18% increase in rates is included in the proposed FY2023-24 Parks, Recreation & Libraries budget. CC #: 2811
File #: 0203-10
CONTACT: Eric Dexter 916-746-1769 [email protected]

7.4. Sludge Hauling - Sole Source Contract Purchase Agreement Memo from Chief Plant Operator Jason Fick and Environmental Utilities Director Richard Plecker recommending Council adopt RESOLUTION NO. 23-285 APPROVING A SOLE SOURCE CONTRACT PURCHASE

AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND
SYNAGRO-WWT INC., AND AUTHORIZING THE CITY MANAGER TO
EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3002846).

Staff requests Council approve a sole source contract purchase agreement with Synagro-WWT Inc. in the amount of $800,000 for sludge hauling for the Pleasant Grove Wastewater Treatment Plant. Funding is included in the Wastewater Operations Fund in the proposed FY2023-24 budget.

CC #: 2806
File #: 0203-09
CONTACT: Jason Fick 916-746-1940 [email protected]

7.5. Dry Creek Greenway East Phase 1 Trail Project - Approval of Plans and Specifications and Authorization to Call for Bids
Memo from Associate Engineer Cathy Gosalvez and Public Works Director Jason Shykowski recommending the City Council approve the plans and specifications for the Dry Creek Greenway East Phase 1 Trail Project and authorize staff to call for bids. The project will construct a paved multi-use trail along Dry, Cirby, and Linda Creeks from Darling Way/Riverside Avenue to the existing Maidu Park Trail at Rocky Ridge Drive. Construction-related costs for this project are estimated to be $16,927,000 and are fully funded with federal, state and local sources including: Solutions for Congested Corridors, Active Transportation Program, Congestion Mitigation and Air Quality, and Local Transportation Funds.

No General Fund resources will be used for the project. Construction of the project is anticipated to begin in the fall of 2023 and be complete by the end of 2025.

CC #: 2796
File #: 0721-05
CONTACT: Cathy Gosalvez 916-746-1300 [email protected]

7.6. Computers and Technology Equipment - Purchase Orders Memo from Acting Client Services Supervisor Aaron Andres and Chief Information Officer Hong Sae recommending the City Council approve purchase orders utilizing the Sourcewell CDW-G Technology Catalog Solutions #08149-CDW and National IPA contract 2018011 competitively bid contracts to obtain the best pricing available for the City. The Information Technology Department maintains over 1,900 computers, 1,500 mobile devices, 350 servers, 250 terabytes of data storage, 185 network switches and multiple cybersecurity equipment items across the City to support important business functions. Regular and prompt replacement of aging computers and technology equipment is critical to ensure the effective and efficient operations of City b us ine s s . Both the Roseville Electric Utility and Environmental Utilities departments support and maintain industrial control systems which provide critical information for the output, status, and conditions of the distribution and generation operational environment. The total estimated costs for these citywide technology purchase orders is $2,300,000. Funding is included in the proposed FY2023-24 budgets for the Information Technology Department and other departments in the Information Technology Operations Fund for $1,500,000; for the Electric Department in the Electric Fund for $500,000; and for the Environmental Utilities Department in the Water and Wastewater Operations funds for $300,000.

CC #: 2781
File #: 0203-06
CONTACT: Aaron Andres 916-774-5139 [email protected]

7.7. Water Distribution System Improvements Project - Award of Contract and Budget Adjustment
Memo from Environmental Utilities Assistant Engineer Jonathan Cummings and Environmental Utilities Director Richard Plecker recommending the City Council adopt RESOLUTION NO. 23-267 APPROVING AN AGREEMENT, BY AND

BETWEEN THE CITY OF ROSEVILLE AND LUND CONSTRUCTION
CO., INC., AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt ORDINANCE NO. 6672 ORDINANCE OF THE COUNCIL OF THE CITY OF ROSEVILLE
AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2022- 23 BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council approve a Construction Agreement to Lund Construction Co., Inc. for the Water Distribution System Improvements Project in the amount of $2,214,209 and authorization to approve and pay for contract change orders that could increase the contract amount by no more than 10 percent or $221,421 for a not-to-exceed total contract amount of $2,435,630. This item also requests approval of a budget adjustment to increase the project by $1,923,801 from available resources in the Water Rehabilitation Fund.

CC #: 2780
File #: 0900-02-01 & 0201-01
CONTACT: Jonathan Cummings 774-5566 [email protected]

7.8. Multi-Function Printer Copier Scanner Management Solution - Contract Purchase Agreement
Memo from Acting Client Services Supervisor Aaron Andres and Chief Information Officer Hong Sae recommending the City Council adopt RESOLUTION NO. 23-281 APPROVING A CONTRACT PURCHASE

AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND
J.R.R. ENTERPRISES, INC. DBA CALTRONICS BUSINESS SYSTEMS,

AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON
BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approval of a contract purchase agreement renewal with J.J.R. Enterprises, Inc. dba Caltronics Business Systems (3002955) to provide copier lease and printing services. As part of the contract purchase agreement, the City is required to execute leases with a third party to receive the multifunctional printers. The annual cost for the one-year agreement will not exceed $250,000. Funding is included in the proposed FY2023- 24 operating budgets for City departments in the General Fund, enterprise funds, and internal service funds.

CC #: 2800
File #: 0203-06
CONTACT: Aaron Andres 916-774-5139 [email protected]

7.9. Substation Relays and Accessories (RFQ 10-3345) - Purchase Orders Memo from Buyer Sue Jessup and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO 23-286 APPROVING A PURCHASE ORDER FOR THE PURCHASE
OF SUBSTATION RELAYS AND ACCESSORIES; and adopt
RESOLUTION NO. 23-287 APPROVING A PURCHASE ORDER FOR
THE PURCHASE OF SUBSTATION RELAYS AND ACCESSORIES; and
adopt RESOLUTION NO. 23-288 APPROVING A PURCHASE ORDER
FOR THE PURCHASE OF SUBSTATION RELAYS AND ACCESSORIES.

Staff requests Council authorize open purchase orders with HighPoint Power Systems dba Reinhausen Manufacturing, Inc., Keystone Electrical Manufacturing, Inc., and MKI Reps dba Schweitzer Engineering Laboratories, Inc. as the lowest responsive and responsible bidders for the purchase of substation relays and accessories in response to Request for Quotes No. 10-3345. The Electric Department will use this bid for ongoing substation project needs including replacements of remote terminal units, relays, and accessories. Funding is included in the proposed FY2023-24 budget in the Electric Fund. Estimated spending for the optional renewal years is as follows: FY2024-25 $262,500; FY2025-26 $275,625; FY2026-27 $289,400; FY2027-28 $303,800.

CC #: 2807
File #: 0203-07
CONTACT: Sue Jessup 916-746-1107 [email protected]

7.10.Customer Information System Managed Services - Sole Source Contract Purchase Agreement
Memo from Utility Billing Operations Manager Andrea Blomquist and Electric Utility Director Daniel Beans recommending the City Council adopt RESOLUTION NO. 23-273 APPROVING A SOLE SOURCE CONTRACT

PURCHASE AGREEMENT, BY AND BETWEEN THE CITY OF

ROSEVILLE AND N HARRIS COMPUTER CORPORATION, AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approval of a Sole Source Contract Purchase Agreement with N Harris Computer Corporation for managed services. The total cost of the agreement is $246,259.43. Funding is included in the Customer Care Utility Billing annual operations budget in the Electric and Environmental Utilities funds. This recommendation has no impact to the General Fund.

CC #: 2791
File #: 0203-06
CONTACT: Andrea Blomquist 916-774-5317 [email protected] Resolutions

7.11.Flood Emergency Response Projects – Statewide Grant Round 2 Program - Funding Agreement
Memo from Associate Engineer Joe Anderson and Public Works Director Jason Shykowski recommending Council adopt RESOLUTION NO. 23-278

APPROVING A FUNDING AGREEMENT, BY AND BETWEEN THE

STATE OF CALIFORNIA DEPARTMENT OF WATER RESOURCES AND

THE CITY OF ROSEVILLE, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approve a Funding Agreement with the State of California Department of Water Resources for the Flood Emergency Response Projects - Statewide Grant Round 2, and adopt a resolution authorizing the City Manager to execute it on behalf of the City. This project completed upgrades of the regional Flood Alert System and this second retroactive grant agreement is required to capture reimbursable costs expended outside of the original agreement period of performance. The General Fund was used for the required matching funds, and to fund $1,592.94 of improvements not included in the grant.

CC #: 2795
File #: 0214 & 0309
CONTACT: Joe Anderson 916-774-5440 [email protected]

7.12.Roseville Parkway Extension Project - Agreement for Sale of Real Property Memo from Associate Engineer Jesse Khatkar and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 2 3 -2 8 3 APPROVING AN AGREEMENT FOR SALE OF REAL

PROPERTY, BY AND BETWEEN THE CITY OF ROSEVILLE AND JB

COMPANY MANAGEMENT LP, AND AUTHORIZING THE CITY

MANAGER TO EXECUTE IT AND ALL RELATED ESCROW
DOCUMENTS ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approve an agreement for Sale of Real Property for the purchase of property for the Roseville Parkway Extension project with JB COMPANY MANAGEMENT, LP in the amount of $200,000. The cost of the agreement will be entirely funded by the Traffic Mitigation Fund. The project will construct a new four-lane roadway and bridge connecting Roseville Parkway between Foothills Boulevard and Washington Boulevard. Construction of the Roseville Parkway Extension project is anticipated to begin in late 2023. No General Fund resources will be used to complete the project.

CC #: 2804
File #: 0900-04-02 & 1002
CONTACT: Jesse Khatkar 916-774-5434 [email protected]

7.13.Maya Bowhunters Archery Club - Lease Agreement
Memo from Environmental Utilities Compliance Administrator Michelle White and Environmental Utilities Director Richard Plecker recommending the City Council adopt RESOLUTION NO. 23-280 APPROVING A LEASE

AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND
MAYA BOWHUNTERS OF ROSEVILLE, INC., AND AUTHORIZING THE

CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF
ROSEVILLE. Staff requests Council adopt a resolution for the lease agreement between the Maya Bowhunters of Roseville, Inc. and the City for a year-to-year term for the continued use of property located at the closed City Sanitary Landfill. The fiscal impact from this lease will be revenue of $2,445.55 per year in the Waste Services Operations Fund, with an annual inflationary adjustment of two percent for each subsequent year, paid to the City by Maya Bowhunter’s Archery Club.

CC #: 2799
File #: 1006-01
CONTACT: Michelle White 916-774-5774 [email protected]

7.14.Rotation Tow Program - Service Agreements
Memo from Police Lieutenant Scott Blynn and Police Chief Troy Bergstrom recommending the City Council adopt RESOLUTION NO. 23-
284 APPROVING TOW SERVICE AGREEMENTS AND AUTHORIZING

THE POLICE CHIEF OR HIS DESIGNEE TO EXECUTE THEM ON
BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council authorize the Police Chief to sign agreements with six tow companies to be included on the Police Department’s rotation tow list for the two-year period following execution of the agreements. There is no cost to the City.

CC #: 2805
File #: 0323-02
CONTACT: Scott Blynn 916-746-1076 [email protected]

7.15.Prohousing Incentive Pilot Program - Funding Reservation Memo from Housing Manager Trisha Isom and Economic Development Director Melissa Anguiano recommending the City Council adopt RESOLUTION NO. 23-282 RESERVING PROHOUSING INCENTIVE

PILOT PROGRAM FUNDS FOR THE MERCY HOUSING PLEASANT
GROVE APARTMENTS PROJECT. Staff requests Council approval to reserve $1,550,000 in Prohousing Incentive Pilot Program funds for the Mercy Housing's Pleasant Grove Apartment project to be developed in Roseville.

There is no impact to the General Fund.

CC #: 2801
File #: 0709
CONTACT: Trisha Isom 916-746-1239 [email protected] Sara Thornton 916-774-5295 [email protected]

7.16.HOME Investment Partnerships Program - Application Authorization Memo from Housing Analyst Sara Thornton and Economic Development Director Melissa Anguiano recommending the City Council adopt RESOLUTION NO. 23-279 AUTHORIZING THE SUBMISSION OF THE 2022 HOME INVESTMENT PARTNERSHIPS PROGRAM APPLICATION

TO THE CALIFORNIA STATE DEPARTMENT OF HOUSING AND

COMMUNITY DEVELOPMENT, AND AUTHORIZING THE CITY

MANAGER TO EXECUTE IT AND ANY RELATED DOCUMENTS

NECESSARY TO PARTICIPATE AND COMPLY WITH THE PROGRAM
ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council authorize the City Manager or his designee to apply for authorization to use $1,500,000 in HOME Program Income funds to support Advocates for Mentally Ill Housing, Inc. (AMI Housing) with the rehabilitation of Sun Rose apartments, a Project Homekey permanent supportive housing site in the City of Roseville.

The use of these funds will assist AMI Housing with required gap funding to rehabilitate 83 affordable units. The City's HOME Program Income is funded from First-Time Home Buyer and Owner Occupied Rehabilitation loan payoffs funded using HOME program dollars. No General Fund resources will be used.

CC #: 2797
File #: 0709
CONTACT: Trisha Isom 916-746-1239 [email protected] Sara Thornton 916-774-5295 [email protected]

7.17.COVID Homeless Prevention Assistance Program - Community Development Block Grant Agreement Amendment
Memo from Housing Manager Trisha Isom and Economic Development Director Melissa Anguiano recommending the City Council adopt RESOLUTION NO. 23-270 APPROVING A FIRST AMENDMENT TO

COMMUNITY DEVELOPMENT BLOCK GRANT AGREEMENT FOR

COVID HOMELESS PREVENTION ASSISTANCE, BY AND BETWEEN

THE CITY OF ROSEVILLE AND AMI HOUSING, AND AUTHORIZING

THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approval of an agreement amendment with AMI Housing for their COVID Homeless Prevention Assistance program funded by the Community Development Block Grant to help prevent homelessness and provide housing stability. The agreement amendment extends the contract through June 30, 2024 to ensure all funds are spent. No additional funds are being added to this project and the extension will not impact the General Fund.

CC #: 2788
File #: 0709-05 & 0214
CONTACT: Trisha Isom 916-746-1239 [email protected]

7.18.Fiscal Year 2023-24 Homeless Prevention and Rapid Rehousing Grant Agreements
Memo from Housing Analyst Suzanne Acrell and Economic Development Director Melissa Anguiano recommending the City Council adopt RESOLUTION NO. 23-275 APPROVING A GRANT AGREEMENT FOR

HOMELESS PREVENTION AND RAPID REHOUSING SERVICES, BY
AND BETWEEN THE CITY OF ROSEVILLE AND AMI HOUSING, INC.,

AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON
BEHALF OF THE CITY OF ROSEVILLE; and adopt RESOLUTION NO. 23-276 APPROVING A GRANT AGREEMENT FOR HOMELESS

PREVENTION AND RAPID REHOUSING SERVICES, BY AND

BETWEEN THE CITY OF ROSEVILLE AND THE GATHERING INN, AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt RESOLUTION NO. 23-
2 7 7 APPROVING A GRANT AGREEMENT FOR HOMELESS

PREVENTION AND RAPID REHOUSING SERVICES, BY AND

BETWEEN THE CITY OF ROSEVILLE AND THE UNITY CARE GROUP,

AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON
BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approve and authorize the City Manager or his designee to execute agreements between the City and AMI Housing, Inc. in the amount of $500,000, The Gathering Inn in the amount of $250,000, and Unity Care Group in the amount of $123,794 for Homeless Prevention and Rapid Rehousing services. The Homeless Prevention and Rapid Rehousing grant program is funded with $250,000 of Low and Moderate Income Housing Asset Fund resources and $766,299 in State of California Permanent Local Housing Allocation funding. The recommended actions do not result in any costs to the General Fund.

CC #: 2794
File #: 0709-05
CONTACT: Suzanne Acrell 916-774-5469 [email protected] Trisha Isom 916-746-1239 [email protected]

7.19.Creekview Westbrook Boulevard Segment 3 - Notice of Completion Memo from Construction Inspector Troy Galvin and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 23-272 OF THE COUNCIL OF THE CITY OF ROSEVILLE ACCEPTING THE PUBLIC WORK KNOWN AS CREEKVIEW WESTBROOK BLVD.

SEGMENT 3 PROJECT, APPROVING THE "NOTICE OF
COMPLETION", AND AUTHORIZING AND DIRECTING THE CITY

ENGINEER TO EXECUTE SAID NOTICE ON BEHALF OF THE CITY OF

ROSEVILLE, THEREFORE, AND ACCEPTING A PORTION OF THOSE

RESPECTIVE DEDICATIONS OFFERED ON THE RECORDED MAP OF
THE SUBDIVISION. Staff requests Council adopt a resolution accepting Creekview Westbrook Blvd. Segment 3, CWJ #190462, as complete and authorizing the City Engineer to execute the Notice of Completion. The Engineering Division has made final inspection of the project and has found the civil improvement work complete in accordance with the improvement plans and City specifications. This action has no impact to the City's General Fund.

Construction costs were paid by the developer.

CC #: 2790
File #: 0400-04-13-1
CONTACT: Troy Galvin 916-223-7441 [email protected]

7.20.Amoruso Ranch Phase 1 Subphase A1 In-Tract - Final Map and Subdivision Agreement
Memo from Assistant Engineer Kerry Andrews and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 23-269 APPROVING A SUBDIVISION AGREEMENT, BY AND BETWEEN

THE CITY OF ROSEVILLE AND BROOKFIELD SACRAMENTO

HOLDINGS, LLC, AND AUTHORIZING THE CITY MANAGER TO
EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and approve the Amoruso Ranch Phase 1 Subphase A1 In-Tract final map. Staff requests Council approve the final map on file with the City Clerk and accept, on behalf of the public, the public utility easements offered thereon and accept, subject to improvement, Lots C, D, E, F, G, H, I, J, K, L, M, N and O and all rights of way offered thereon; and reject at this time the irrevocable offers of Lots A & B and approve the abandonment of the irrevocable offers of dedication for rights of way and easements as listed thereon; and approve the Subdivision Agreement and authorize the City Manager to execute the agreement on behalf of the City. The Engineering Department has completed its review of the final map and found that it is in compliance with the approved tentative map. This map will create 481 residential lots, 13 public landscape lots and 2 public parks lots. The actions requested have no fiscal impact on the City's General Fund.

CC #: 2785
File #: 0400-07 & 0400-04-15-1
CONTACT: Kerry Andrews 916-774-5346 [email protected]

7.21.Sierra Vista Specific Plan Parcel FD-2 Subdivision - Final Map and Subdivision Agreement
Memo from Assistant Engineer Robert Medina and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 23-266 APPROVING A SUBDIVISION AGREEMENT, BY AND BETWEEN

THE CITY OF ROSEVILLE AND BEAZER HOMES HOLDINGS, LLC AND

KLLB AIV, LLC, AND AUTHORIZING THE CITY MANAGER TO
EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approve the final map and the Subdivision Agreement for the Parcel FD-2 Subdivision. Staff also requests Council accept, on behalf of the public, the public utility easements offered thereon and accept, subject to improvement, Lots A, B, C, D, E, F, G and H and all rights of way offered thereon. The Engineering Department has completed its review of the final map and found that it is in compliance with the approved tentative map. This map will create 120 residential lots and 8 public landscape lots. The actions requested have no fiscal impact on the City's General Fund.

CC #: 2779
File #: 0400-04-12-1 & 0400-07
CONTACT: Robert Medina 916-774-5517 [email protected]

7.22.Parkside at Sierra Vista Community Facilities District No. 1 (Public Facilities) - Abandonment
Memo from Management Analyst Jeannine Thrash and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 23-268 APPROVING RECORDATION

OF A NOTICE OF CESSATION OF SPECIAL TAX FOR THE CITY OF

ROSEVILLE PARKSIDE AT SIERRA VISTA COMMUNITY FACILITIES DISTRICT NO. 1 (PUBLIC FACILTIES), AND AUTHORIZING RELATED ACTIONS. Staff requests Council approve a Notice of Cessation of Special Tax be filed for Parkside at Sierra Vista CFD No. 1 to evidence the fact that the special tax for the CFD has ceased and that the lien imposed by the Notice of Special Tax Lien for the CFD, heretofore recorded in the Placer County Recorder’s Office, is extinguished with respect to all of the real property located within the CFD. The public facilities previously anticipated to be financed through the CFD are now anticipated to be financed through the Villages at Sierra Vista CFD No. 1 (Public Facilities), to which the sole landowner within the CFD has proposed to annex all of the territory currently within the Parkside at Sierra Vista CFD No. 1 boundaries into the Villages at Sierra Vista CFD No.

1. The abandonment of Parkside at Sierra Vista CFD No. 1 does not impact the City's General Fund.

CC #: 2782
File #: 0206-03-01
CONTACT: Jeannine Thrash 916-774-5473 [email protected] Dennis Kauffman 916-774-5313 [email protected]

7.23.Roseville Natural Gas Financing Authority - Fiscal Year 2023-24 Budget Memo from Accounting Manager Terry Quinlan and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council, acting as the Roseville Natural Gas Financing Authority, adopt

ROSEVILLE NATURAL GAS FINANCING AUTHORITY RESOLUTION
NO. 2-23 ADOPTING THE ANNUAL BUDGET FOR THE FISCAL YEAR 2023-24. Staff requests Council approval of the $16.6 million Roseville Natural Gas Financing Authority (RNGFA) budget for FY2023-24. The RNGFA issued the 2007 Gas Revenue Bonds which financed the prepayment of natural gas used for power generation at the Roseville Energy Park. Approval of the annual budget has no new fiscal impact.

CC #: 2803
File #: 0103-17 & 0201
CONTACT: Teri Quinlan 916-774-5316 [email protected] Ordinances (for introduction and adoption - appropriation/urgency measures)

7.24.Roseville Aquatics Complex Pump & Motor Replacement and Goto Park Landscape Improvement - Budget Adjustments
Memo from Parks Superintendent Eric Dexter and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt ORDINANCE NO. 6687 OF THE COUNCIL OF THE CITY OF

ROSEVILLE AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL
YEAR 2022-23 BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council approve a budget adjustment in the amount of $30,000 for the Roseville Aquatics Complex Competition Pool Pump and Motor Replacement project for a total project budget of $80,000 using funds from the Equipment Replacement Fund, and a budget adjustment in the amount of $25,000 for the Goto Park Landscape and Irrigation Upgrades project for a total project budget of $75,000 using funds from the closure of the landscape project at Uribe Park. There is no impact to the General Fund.

CC #: 2802
File #: 0707 & 0201-01
CONTACT: Eric Dexter 916-746-1769 [email protected]

7.25.Woodcreek Golf Course Emergency Repairs - Budget Adjustment Memo from Parks, Recreation & Libraries Superintendent Rob Nakamura and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt ORDINANCE NO. 6671 AUTHORIZING CERTAIN
AMENDMENTS TO THE FISCAL YEAR 2022-23 BUDGET AND

DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council approve a budget adjustment for emergency facility repairs. On May 15, 2023, a fire sprinkler head burst in the walk-in freezer at the Woodcreek Golf Course restaurant causing all sprinklers in the kitchen area to discharge. Although the cause is unknown, the water damage throughout the kitchen facility required emergency restoration services.

Repairs to the interior sprinkler system, flooring, walls, cabinetry and walk-in freezer are necessary. The Woodcreek Golf Club Flood Repair project will be funded by a $120,000 transfer from the General Fund Contributions by Developers Fund. Any unspent monies will be returned to the General Fund at the completion of the project. This expense will be evaluated for potential insurance reimbursement.

CC #: 2777
File #: 0702-02 & 0201-01
CONTACT: Rob Nakamura 915 774 5135 [email protected]

7.26.Taylor Road Park and Ride Lot Improvement Project - Award of Contract and Budget Adjustment
Memo from Associate Engineer Cathy Gosalvez and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 23-289 APPROVING AN AGREEMENT, BY AND BETWEEN THE CITY
OF ROSEVILLE AND BALDONI CONSTRUCTION SERVICE, INC., AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt ORDINANCE NO. 6688 OF THE

COUNCIL OF THE CITY OF ROSEVILLE AUTHORIZING CERTAIN
AMENDMENTS TO THE FISCAL YEAR 2022-23 BUDGET AND

DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council award the Taylor Road Park and Ride Lot Improvement project to the low bidder, Baldoni Construction Service, Inc., in the amount of $99,999 with authorization for staff to exceed the award amount by 15% or $15,000 as a construction contingency. The project will expand the existing bus shelter pad, construct new curb ramps and install conduit for future electric and communication needs. A budget adjustment is necessary in the amount of $206,330 to fund construction, construction contingency, staff time, and construction management costs. This project is funded fully with Low Carbon Transportation Operation Program grant funds and State of Good Repair funds. No General Fund resources will be used to complete the project. Construction of the project is anticipated to begin in September of 2023 and be completed by October of 2023. CC #: 2808 File #: 0900-04-01 & 0201-01
CONTACT: Cathy Gosalvez 916-774-1300 [email protected]

7.27.Fiscal Year 2022-23 Year-End Budget Adjustments
Memo from Assistant Finance Director Scott Pettingell and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt ORDINANCE NO. 6673 OF THE COUNCIL OF THE CITY

OF ROSEVILLE AUTHORIZING CERTAIN AMENDMENTS TO THE
FISCAL YEAR 2022-23 BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE; and adopt ORDINANCE NO. 6674 OF THE COUNCIL OF THE CITY OF

ROSEVILLE AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL
YEAR 2022-23 BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE; and
adopt ORDINANCE NO. 6675 OF THE COUNCIL OF THE CITY OF

ROSEVILLE AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL
YEAR 2022-23 BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council approve year-end budget adjustments to the FY2022-23 budget to ensure compliance with the annual budget ordinance. The recommended year-end budget adjustments include: Roseville Youth Sports Coalition Fund/Citywide Park Fund; Roseville Aquatics Maintenance Fund/General Fund; Roseville Energy Park Exterior Paint Project; General Fund Annexation Payments; American Rescue Plan Act (ARPA) Project Revenue; Transit Fund/Transit Shuttle Fee Fund; General Fund Capital Reserve Fund/Strategic Improvement Fund; Emergency Repairs at Placer County Society for the Prevention of Cruelty to Animals facility; Closure of the General Capital Projects Fund; Facility Rehabilitation Fund; and Workers Compensation Fund. There are adequate resources available within all the impacted funds. The Roseville Aquatics Maintenance Fund budget adjustment provides $78,579 to the General Fund.

CC #: 2784
File #: 0201 & 0201-01
CONTACT: Scott Pettingell 916-746-1306 [email protected] Reports / Requests

7.28.HOUSING AUTHORITY/CITY COUNCIL - Quarterly Status Update Memo from Housing Supervisor Suzi Cook-Turner and Economic Development Director Melissa Anguiano recommending the City Council receive a quarterly report on the Housing Authority’s Housing Choice Voucher Program. This report is for informational purposes only and has no impact on the City's General Fund.

CC #: 2798
File #: 0709-02-01
CONTACT: Suzi Cook-Turner 916-774-5414 [email protected] Trisha Isom 916-746-1239 [email protected]

7.29.Fiscal Year 2022-23 Second Quarter Financial Report Memo from Assistant Finance Director Scott Pettingell and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending that the City Council receive an informational report that includes financial data for the first two quarters of Fiscal Year 2022-23 for the General Fund, the enterprise operating funds, and revenues in selected other funds. This item is a financial update only and has no fiscal impact.

CC #: 2783
File #: 0201
CONTACT: Scott Pettingell 916-774-1306 [email protected]

7.30.Roseville Soccer Complex Traffic Signal and Roadway Improvements - Interfund Loan
Memo from Assistant Finance Director Scott Pettingell and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council approve a $3,217,833 interfund loan from the General Fund Capital Reserve Fund to the Traffic Mitigation Fund (TMF) to construct traffic signal and roadway improvements to accommodate the construction of the Roseville Soccer Complex. Pursuant to the interfund loan terms, the TMF Fund will repay the General Fund Capital Reserve Fund over 20 years. The interfund loan includes estimated interest payments totaling $624,208. The first loan principal repayment is scheduled for FY2026-27. The annual interest rate for this interfund loan will be the City's prior year's average pooled interest rate. This interfund loan is consistent with the Council-approved interfund loan policy. The proposed FY2023-24 budget includes this interfund loan to fund the project.

CC #: 2810
File #: 0704 & 0200
CONTACT: Scott Pettingell 916-746-1306 [email protected]

END OF CONSENT CALENDAR

8. APPOINTMENTS

8.1. Board and Commissions Bi-Annual Vacancies
Memo from City Clerk Technician Katrina Six and City Clerk Carmen Avalos recommending the City Council appoint one (1) individual to the Design Committee to a term expiring June 30, 2027 from the applications received from: Sandra Boyle and Dharmendra Panchal; appoint three (3) individuals to the Economic Development Advisory Committee to terms expiring June 30, 2025 from the applications received from: Naaz Alikhan, Herb Bal, Blandon Granger, Lauren Razzano, Jeff Richardson, and Michael Tronnes; appoint two (2) individuals to the Grants Advisory Commission to terms expiring June 30, 2027 from the applications received from: Andrew Keller, Lorin Meeks-Harris, Dharmendra Panchal, and Neva Parker; appoint three (3) individuals to the Public Utilities Commission to terms expiring June 30, 2027 from the applications received from: Herb Bal, John DeLacy, Andrew Keller, Lorin Meeks-Harris, Scott Sanford, John Speight, Ellen Springer, and Elaine Webb.

CC #: 2786
File #: 0103 & 0103-08-02 & 0103-09-02 & 0103-34-02 & 0103-44-02 CONTACT: Katrina Six 916-774-5267 [email protected]

9. RESOLUTIONS

9.1. Creekview Community Facilities District No. 1, Improvement Area 2, Series 2023 - Bond Issuance
Memo from Management Analyst Jeannine Thrash and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 23-271 AUTHORIZING THE ISSUANCE

OF SPECIAL TAX BONDS FOR AND ON BEHALF OF IMPROVEMENT
AREA NO. 2 OF THE CITY OF ROSEVILLE CREEKVIEW COMMUNITY FACILITIES DISTRICT NO. 1 (PUBLIC FACILITIES), APPROVING AND

DIRECTING THE EXECUTION OF A FISCAL AGENT AGREEMENT AND

A BOND PURCHASE AGREEMENT, APPROVING THE FORM OF

PRELIMINARY OFFICIAL STATEMENT, APPROVING SALE OF SUCH

BONDS, AND APPROVING OTHER RELATED DOCUMENTS AND
ACTIONS. Staff recommends Council adopt a resolution authorizing the issuance of Special Tax Bonds for and on behalf of improvement Area No. 2 of the City of Roseville Creekview Community Facilities District No. 1 (Public Facilities), approving and directing the execution of a Fiscal Agent Agreement and a Bond Purchase Agreement, approving the form of the Preliminary Official Statement, approving sale of such bonds, and approving other related documents and actions. The 2023 bonds are being issued at the developer's request, in an amount not to exceed $17,000,000 to (i) construct and/or acquire certain authorized public facilities, (ii) provide for a deposit to a debt service reserve account for the 2023 Bonds, and (iii) pay costs of issuance of the 2023 Bonds. The 2023 bonds are the first series to be issued for Improvement Area No. 2. The CFD will generate special taxes that will be paid by the property owners sufficient to pay the costs of the debt service, CFD administration, and any authorized pay-as-you-go facilities, as well as provide funding in the future for maintenance/replacement of constructed facilities. The issuance of these bonds will not impact the City's General Fund.

CC #: 2789
File #: 0206-03-01
CONTACT: Jeannine Thrash 916-774-5473 [email protected] Dennis Kauffman 916-774-5313 [email protected]

9.2. The Ranch at Sierra Vista Community Facilities District No. 1, Series 2023 - Bond Issuance
Memo from Management Analyst Jeannine Thrash and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 23-290 AUTHORIZING THE ISSUANCE

OF SPECIAL TAX BONDS FOR AND ON BEHALF OF THE CITY OF

ROSEVILLE THE RANCH AT SIERRA VISTA COMMUNITY FACILITIES DISTRICT NO. 1 (PUBLIC FACILITIES), APPROVING AND DIRECTING

THE EXECUTION OF A SUPPLEMENTAL AGREEMENT TO FISCAL

AGENT AGREEMENT AND BOND PURCHASE AGREEMENT,

APPROVING THE FORM OF PRELIMINARY OFFICIAL STATEMENT,

APPROVING SALE OF SUCH BONDS, AND APPROVING OTHER
RELATED DOCUMENTS AND ACTIONS. Staff requests Council approve the issuance of Special Tax Bonds for The Ranch at Sierra Vista Community Facilities District No. 1 (Public Facilities), approving and directing the execution of a Supplemental Agreement to Fiscal Agent Agreement and Bond Purchase Agreement, approving the form of the Preliminary Official Statement, approving sale of such bonds, and approving other related documents and actions. The Series 2023 Bonds are being issued at the request of the developer for the District to: (i) construct and acquire certain public facilities of benefit to the District, (ii) provide for a deposit to a debt service reserve account for the 2023 Bonds, (iii) provide capitalized interest for debt service due on the 2023 bonds, and (iv) pay costs of issuance of the 2023 Bonds. The 2023 Bonds are the third series of bonds to be issued for the District. The issuance of these bonds will not impact the City's General Fund.

CC #: 2809
File #: 0206-03-01
CONTACT: Jeannine Thrash 916-774-5473 [email protected] Dennis Kauffman 916-774-5313 [email protected]

10. ORDINANCES

10.1.City of Roseville FY2023-24 Citywide Budget, Position Allocation Schedule, Roseville Housing Authority Budget, and Roseville Finance Authority Budget Memo from Assistant Finance Director Scott Pettingell and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council acting as the Board of Directors for the Roseville Housing Authority, adopt RESOLUTION NO. 2-23 APPROVING THE ANNUAL BUDGET FOR FISCAL YEAR 2023-24; and adopt ORDINANCE NO. 6684 ADOPTING THE ANNUAL BUDGET FOR THE FISCAL YEAR 2023-2024, ADOPTING

BUDGET CONTROL POLICIES, ADOPTING AN APPROPRIATIONS

LIMIT, ADOPTING THE BUDGET FOR THE SUCCESSOR AGENCY OF

THE ROSEVILLE REDEVELOPMENT AGENCY, TO BE EFFECTIVE
IMMEDIATELY AS AN URGENCY MEASURE; and adopt ROSEVILLE
FINANCE AUTHORITY RESOLUTION NO. 1-23 ADOPTING THE ANNUAL BUDGET FOR THE FISCAL YEAR 2023-24. Staff requests Council approve new vehicle requests and the Citywide position allocation schedule as incorporated into the Fiscal Year 2023-24 budget document, effective July 1, 2023. The FY2023-24 proposed citywide expenditure budget totals $784 million from all funding sources.

The budget for the General Fund is $229 million, which includes operating ($213.6 million) and non-operating expenditures ($15.7 million) . The FY2023-24 Housing Authority program expenditure budget is $7.2 million and is primarily comprised of funding from the federally-funded Housing Choice Voucher Program for the purpose of providing rental assistance to over to 823 families, seniors, disabled persons, and veterans annually. The FY2023-24 Roseville Finance Authority (RFA) budget includes debt service payments of $2.4 million reflecting scheduled payments on the Certificates of Participation for the corporation yard, golf courses, and 316 Vernon Street. Transfers out of the RFA capital projects fund of $690,980 represent savings from community facilities districts (CFDs) bond refundings transferred to various CFDs and to the Citywide Parks Fund for the repayment of a loan from the Fleet Replacement Fund, which partially funded the construction of Harry Crabb Park.

CC #: 2787
File #: 0201 & 0103-03-02 & 0103-29-02
CONTACT: Scott Pettingell 916-746-1306 [email protected]

10.2.Electric Utility Department Operations Center Project - Budget Adjustment Memo from Assistant Electric Utility Director Eric Campbell and Electric Utility Director Dan Beans recommending the City Council adopt ORDINANCE NO. 6686 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR
2022-23 BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council approve a budget adjustment for the Electric Department in the amount of $750,000 to fund and create the Electric Utility’s Department Operations Center capital project. Funding will increase the FY2022-23 budget authority and decrease the Electric Fund balance by $750,000.

CC #: 2793
File #: 0800-03 & 0201-01
CONTACT: Eric Campbell 916-774-5626 [email protected]

11. SPECIAL REQUESTS/REPORTS/PRESENTATION

11.1.Request for Council Discretionary Funds - Sober Grad Night Memo from City Clerk Technician Melissa Lipp and City Clerk Carmen Avalos with a request for Council discretionary funds from Granite Bay High School for Safe and Sober Grad Night sponsorship in the amount of $500.00.

CC #: 2813
File #: 0102
CONTACT: Melissa Lipp 916-774-5268 [email protected]

11.2.Request for Council Discretionary Funds - Kelli's Cookies for Goodness Bakes Memo from City Clerk Technician Melissa Lipp and City Clerk Carmen Avalos requesting the City Council consider a request for $3,500 from Kelli's Cookies for Goodness Bakes to support their annual fundraiser "Taste of Placer." CC #: 2814
File #: 0102
CONTACT: Melissa Lipp 916-774-5268 [email protected]

11.3.Advanced Metering Infrastructure Project Update
Memo from Advanced Metering Infrastructure Project Manager Caitlin Ornelas and Electric Utility Director Daniel Beans recommending the City Council receive an update from Roseville Electric on the Advanced Metering Infrastructure project. This informational presentation has no fiscal impact.

CC #: 2778
File #: 0800-03
CONTACT: Caitlin Ornelas 916-774-5178 [email protected]

12. 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.

12.1.Formation of Amoruso Ranch Community Facilities District No. 1 (Public Facilities) and Amoruso Ranch Community Facilities District No. 2 (Public Services); and Annexation of Territory and Authorize Special Taxes in City of Roseville Community Facilities District No. 3 (Municipal Services), Annexation No. 28, Amoruso Ranch
Memo from Management Analyst Jeannine Thrash and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 23-292 A RESOLUTION OF THE CITY

COUNCIL OF THE CITY OF ROSEVILLE TO FORM A COMMUNITY

FACILITIES DISTRICT, DESIGNATE AN IMPROVEMENT AREA

THEREIN, ESTABLISH A FUTURE ANNEXATION AREA, PROVIDE FOR

ADDITIONAL FUTURE IMPROVEMENT AREAS THEREIN, AND TO

AUTHORIZE THE LEVY OF A SPECIAL TAX THEREIN TO FINANCE

PUBLIC FACILITIES AND PUBLIC SERVICES IN AND FOR SUCH
COMMUNITY FACILITIES DISTRICT; and adopt RESOLUTION NO. 23- 293 DETERMINING NECESSITY TO INCUR BONDED INDEBTEDNESS

OF THE CITY COUNCIL OF THE CITY OF ROSEVILLE FOR THE CITY

OF ROSEVILLE AMORUSO RANCH COMMUNITY FACILITIES
DISTRICT NO. 1 (PUBLIC FACILITIES); and adopt RESOLUTION NO. 23- 294 CALLING SPECIAL ELECTION OF THE CITY COUNCIL OF THE

CITY OF ROSEVILLE REGARDING THE CITY OF ROSEVILLE
AMORUSO RANCH COMMUNITY FACILITIES DISTRICT NO. 1
(PUBLIC FACILITIES); and adopt RESOLUTION NO. 23-295

DECLARING RESULTS OF SPECIAL ELECTION AND DIRECTING

RECORDING OF NOTICE OF SPECIAL TAX LIEN REGARDING CITY

OF ROSEVILLE AMORUSO RANCH COMMUNITY FACILITIES
DISTRICT NO. 1 (PUBLIC FACILITIES); and adopt ORDINANCE NO. 6689 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF

ROSEVILLE LEVYING SPECIAL TAXES WITHIN CITY OF ROSEVILLE AMORUSO RANCH COMMUNITY FACILITIES DISTRICT NO. 1
(PUBLIC FACILITIES); and adopt RESOLUTION NO. 23-296 A

RESOLUTION OF FORMATION OF COMMUNITY FACILITIES
DISTRICT City of Roseville Amoruso Ranch Community Facilities District No. 2 (Public Services); and adopt RESOLUTION NO. 23-297 A RESOLUTION

CALLING SPECIAL LANDOWNER ELECTION FOR COMMUNITY
FACILITIES DISTRICT City of Roseville Amoruso Ranch Community Facilities District No. 2 (Public Services); and adopt RESOLUTION NO. 23- 298 DECLARING RESULTS OF SPECIAL LANDOWNER ELECTION

AND DIRECTING RECORDING OF NOTICE OF SPECIAL TAX
LIEN City of Roseville Amoruso Ranch Community Facilities District No. 2 (Public Services); and adopt ORDINANCE NO. 6690 ORDINANCE OF

THE COUNCIL OF THE CITY OF ROSEVILLE LEVYING SPECIAL TAX WITHIN AMORUSO RANCH COMMUNITY FACILITIES DISTRICT NO.
2 (PUBLIC SERVICES); and adopt RESOLUTION NO. 23-299 A

RESOLUTION OF ANNEXATION OF TERRITORY TO COMMUNITY

FACILITIES DISTRICT, AUTHORIZING THE LEVY OF A SPECIAL TAX

AND SUBMITTING LEVY OF TAX TO QUALIFIED ELECTORS CITY OF ROSEVILLE Community Facilities District No. 3 (Municipal Services) Annexation No. 28 (Amoruso Ranch); and adopt RESOLUTION NO. 23-300 DECLARING RESULTS OF SPECIAL ANNEXATION ELECTION,

DETERMINING VALIDITY OF PRIOR PROCEEDINGS, AND

DIRECTING RECORDING OF AMENDED NOTICE OF SPECIAL TAX
LIEN CITY OF ROSEVILLE Community Facilities District No. 3 (Municipal Services) Annexation No. 28 (Amoruso Ranch). Brookfield Properties, the landowner proposed to be included in the public infrastructure district, has requested the City form a Community Facilities District (CFD) under the Mello-Roos Community Facilities Act of 1982, as amended, Chapter 2.5 of Part 1 of Division 2 of Title 5, commencing with Section 53311, of the California Government Code, to provide funding for certain authorized public facilities within the property, as detailed in the List of Authorized Facilities and Services (for Amoruso Ranch CFD No. 1 (Public Facilities). The landowner is obligated per the development agreement to also form a Public Services CFD and annex into CFD No. 3 (Municipal Services), prior to the issuance of the first residential building permit. Amoruso Ranch CFD No. 2 (Public Services) is being formed in order to fund the maintenance of landscaping, open space and neighborhood parks. The CFDs will generate special taxes that will be paid by the property owners sufficient to pay the costs for the debt service, maintenance, CFD administration, and any authorized pay-as-you-go facilities. The formation, annexation, and administration of the CFDs will not impact the City's General Fund.

CC #: 2812
File #: 0400-04-15 & 0400-09-01
CONTACT: Jeannine Thrash 916-774-5473 [email protected] Dennis Kauffman 916-774-5313 [email protected]

13. COUNCIL REPORTS / PUBLIC COMMENTS

14. ADJOURNMENT

COUNCIL COMMUNICATION
CC #: 2815
File #: 0102-03
Title: Minutes of Prior Meetings
Contact: Melissa Lipp 916-774-5268 [email protected] Meeting Date: 6/21/2023
Item #: 7.1.

RECOMMENDATION TO COUNCIL
Approve the minutes of the May 17, 2023 City Council/Housing Successor meeting and the May 30, 2023 Special Meeting City Council Budget Workshop.

BACKGROUND
Not applicable.

FISCAL IMPACT
There is no fiscal impact associated with this request.

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

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal B - Support community engagement and advocacy
Respectfully Submitted,
Melissa Lipp, City Clerk Technician
Carmen Avalos, City Clerk
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
May 17, 2023 Council Council Housing Successor
May 30, 2023 Special Meeting City Council Budget Workshop

COUNCIL COMMUNICATION
CC #: 2792
File #: 0704-01 & 0201-01
Title: Denio Family Park - Phase 1 Project - Award of Contract and Budget Adjustment Contact: Joel De Jong 916-774-5924 [email protected] Meeting Date: 6/21/2023
Item #: 7.2.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution to award the Denio Family Park – Phase 1 Project to the apparent low bidder, Olympic Land-Construction, in the amount of $3,397,707, authorize the City Manager to execute it on behalf of the City of Roseville, and authorize change order requests in an amount not to exceed ten percent (10%) of the contract amount.

Staff also recommends that the City Council adopt an ordinance to approve a budget adjustment appropriating $1,750,000 in the Citywide Park - West Roseville SP Fund to the Denio Family Park Project (400118).

BACKGROUND
Denio Family Park (formerly F-54) is a 95.5-acre city-wide park site off of Fiddyment Road to the east, Hayden Parkway on the south, Corin Drive on the west and Blue Oaks Boulevard to the north in the West Roseville Specific Plan. The master plan for this park was approved by the City Council on February 17, 2021. Amenities planned for the park in this Phase 1 of construction include an 18-hole disc golf course, fenced off-leash dog park, pedestrian concrete walkways, an asphalt driveway, off-street gravel parking lots, a group picnic area, security lighting, landscape, and irrigation. In order to meet budget constraints, additive alternates included in the bid consisted of a shade structure for the picnic area (Add Alternative 1), a restroom building (Add Alternative 2), asphalt paving for the parking areas (Add Alternative 3), a vehicular gate at the park entrance (Add Alternative 4) and additional landscape and irrigation (Add Alternative 5). A future phase will construct the planned bike trail and two bridges at creek crossings.

City Council approved the plans and specifications and authorized the call for bids at the November 2, 2022, meeting. Bids were opened on May 16, 2023, and staff received two bids for the project. The bid results are as follows:

Bidder Total Lump Sum Bid
Olympic Land-Construction, Inc. $3,397,707
Abide Builders, Inc. $3,427,135
Engineer’s Estimate $3,378,580
Staff recommends award of the base bid plus all add alternates 1, 2, 3, 4 and 5, plus the winter suspension allowance for a total contract award amount of $3,397,707 to Olympic LandConstruction, Inc. This will result in a total project budget of $4,448,223, which includes the cost of design and engineering, construction, permits, inspections, construction administration, and contingency.

FISCAL IMPACT
Funds for this first phase have been approved using the Citywide Park - West Roseville SP Fund allocated in the FY2021-22 budget. A budget adjustment is requested to fully fund the construction of the amenities identified in the Phase 1 project. PRL plans for Phase II of the project, which includes the bike trail and bridges, to start in FY2025-26 and additional funds will be requested at that time. The Citywide Park - West Roseville SP Fund has appropriate resources available to fund this request. This budget adjustment does not impact the General Fund.

Maintenance of the Phase 1 park improvements will cost approximately $62,000/year and will be funded from the General Fund.

ENVIRONMENTAL REVIEW
Development of the F-54 Park site was previously evaluated in the West Roseville Specific Plan EIR (certified February 27, 2004 and SCH No. 2002082057), and identified in the associated West Roseville Specific Plan. Construction of the F-54 Park site is within the scope of the project covered by the West Roseville Specific Plan Final EIR. As discussed in the Specific Plan EIR, the EIR provides environmental analyses of community infrastructure and facilities, including parks, pedestrian bridges, and bike trails, to the extent applicable. Because the project is consistent with the West Roseville Specific Plan Final EIR and Specific Plan, no new effects would be expected to occur and all applicable mitigation measures from the West Roseville Specific Plan EIR will be implemented during the design and construction of the F-54 Park site.

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 A - Remain fiscally responsible in a changing world Goal C - Maintain a safe and healthy community
Goal D - Enhance economic vitality
Goal E - Deliver exceptional city services
Goal F - Invest in well-planned infrastructure and growth Respectfully Submitted,
Joel De Jong, Park Development Project Manager
Jill Geller, Director, Parks, Recreation & Libraries
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Vicinity Map
Resolution 23-274
Agreement
Ordinance 6685
Budget Adjustment
Bid Summary

, RESOLUTION NO. 23-274

APPROVING AN AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND OLYMPIC LAND-CONSTRUCTION, INC., AND AUTHORIZING THE CITY MANAGER

TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE
WHEREAS, an Agreement regarding the Denio Family Park – Phase 1 Project, by and between the City of Roseville and Olympic Land-Construction, 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 approved and that the City Manager is authorized to execute it on behalf of the City of Roseville.

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

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

ORDINANCE NO. 6685

ORDINANCE OF THE COUNCIL OF THE CITY OF ROSEVILLE
AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2022-23

BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY

EFFECTIVE AS AN APPROPRIATION MEASURE
THE CITY OF ROSEVILLE ORDAINS:

SECTION 1. The City of Roseville Annual Budget, Fiscal Year 2022-23, is hereby amended as listed on the attached budget adjustment for the Denio Family Park - Phase 1 Project.

SECTION 2. This ordinance is hereby declared to be an appropriation measure, immediately effective pursuant to the provisions of Section 5.03 of the Charter.

SECTION 3. The City Clerk is hereby authorized and directed to post a true copy of the foregoing ordinance in each of three (3) conspicuous locations in the City and she shall immediately after such posting enter in the ordinance book, under the record of the ordinance, a certificate under her hand stating the time and place of such publication by posting.

PASSED AND ADOPTED by the Council of the City of Roseville, this ______________ day of _________________, 2023, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:
_______________________________
MAYOR
ATTEST:
__________________________
City Clerk
5/31/202312:34 PM
1 REQUEST FOR BUDGET ADJUSTMENT
REQUESTER NAME & TITLE: Tara Gee, Park Planning & Development Manager FISCAL YEAR: 2022-23 PREPARER NAME & TITLE: Rendi Hodge, Management Analyst COUNCIL DATE (if applicable): 6/21/23 DEPARTMENT/DIVISION: Parks, Recreation & Libraries/Park Development ORDINANCE:

EXPENDITURES/EXPENSES/TRANSFERS OUT
BUDGET ($)
Fund Account Center Project Adjustment
3304 6587 84001 400118 1,750,000
1,750,000

REVENUES/TRANSFERS IN
BUDGET ($)
Fund Account Center Project Adjustment
-
1,750,000

FUND BALANCE
BUDGET ($)
Fund Account Center Project Adjustment
3304 (1,750,000)
(1,750,000)
Justification for Budget Adjustment:

REQUESTING DEPARTMENT HEAD / DESIGNEE DATE BUDGET MANAGER / DESIGNEE DATE

CHIEF FINANCIAL OFFICER / DESIGNEE DATE CITY MANAGER / DESIGNEE DATE

POSTED BY DATE
Revised: June 24, 2019

ACCOUNT STRING DESCRIPTION
Reduce available resources in Citywide Park - West
Roseville SP Fund

NET ADJUSTMENT

ACCOUNT STRING DESCRIPTION

ACCOUNT STRING

DESCRIPTION
TOTAL
Increase to project budget - Denio Family Park (formerly F-54)
BUDGET DEPARTMENT USE ONLY:

The Parks, Recreation & Libraries Department is requesting a budget adjustment for project 400118 Denio Family Park (formerly F-54) in the amount of $1,750,000, increasing the total project budget to $4,448,223. The initial budget of $2,698,223 for this project was approved in FY2019- 20; however, bids for the project came in higher than anticipated, and additional funds are required for construction, construction contingency, and construction administration. The Phase 1 project includes the construction of a disc golf course, a fenced off-leash dog park, paved off-street parking lots, a covered group picnic area, a restroom building, landscape and irrigation, and other associated site amenities. PRL plans to start Phase II of the project in FY2025-26, which includes the bike trail and bridges. Additional funding will be requested at that time. The Citywide ParkWest Roseville SP Fund has adequate resources available to fund this request. This budget adjustment does not impact the General Fund.

TOTAL
REQUIRED APPROVALS:

TOTAL
05/31/2023

COUNCIL COMMUNICATION
CC #: 2811
File #: 0203-10
Title: Tree Pruning and Tree Maintenance Services - Service Agreement Amendment Contact: Eric Dexter 916-746-1769 [email protected] Meeting Date: 6/21/2023
Item #: 7.3.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution to approve the Second Amendment to Tree Pruning and Tree Maintenance Services Agreement with West Coast Arborists, Inc., and authorize the City Manager to execute it on behalf of the City of Roseville.

BACKGROUND
The City’s Parks, Recreation & Libraries (PRL) Department has the ongoing responsibility to maintain over 48,000 City trees in parks, streetscapes, municipal golf courses and approximately 80,000-120,000 in preserves and open space areas throughout the City.

On March 14, 2016, staff released a Request for Proposals for citywide tree pruning and tree maintenance services. Additional on-call services include citywide tree planting, tree removal, stump grinding, emergency response, storm & debris clean up, plant healthcare applications, specialty pruning, arborist services and 24/7 emergency response for downed trees, broken branches and assists during storm events.

A professional services agreement was approved by Council on June 2, 2016 for five years with an extension approved in June 2021 for an additional five years ending in 2026.

West Coast Arborists (WCA) annually prunes over 5,000 City trees through routine grid pruning cycles and has successfully maintained Roseville’s Urban Forest through this contract.

WCA costs have increased over the last 24 months as they have realized unexpected sharp increases to operating costs including labor, fuel, recycling and insurance. These increases were unforeseen in the original contract agreement, resulting in a recommended cost adjustment of 18%.

Staff believes the attached rate schedule is a fair proposal that allows for reasonable cost adjustments. Based on WCA's successful performance and execution of the Agreement to date, Staff recommends approval of the second amendment to this contract.

FISCAL IMPACT
The total not-to-exceed amount of the WCA agreement will remain $4,840,555.05 through the contract end date of June 30, 2026. WCA’s updated proposed rate schedule for FY 2023-24 is attached. Funding of this contract combines allocations between the General Fund, Golf Course Fund, Preserve Fund, Native- and Non-Native Tree Mitigation Fund, and Community Facilities Districts and Lighting & Landscape Districts approved through the annual budget process. The 18% increase in rates is included in the proposed FY2023-24 Parks, Recreation & Libraries budget.

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

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A - Remain fiscally responsible in a changing world 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,
Eric Dexter, Park, Recreation & Libraries Superintendent Jill Geller, Parks, Recreation & Libraries Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Resolution 23-291
Agreement Amendment
RESOLUTION NO. 23-291

APPROVING A SERVICE AGREEMENT SECOND AMENDMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND WEST COAST ARBORISTS, INC., AND AUTHORIZING

THE CITY MANAGER TO EXECUTE IT ON BEHALFOF THE CITY OF ROSEVILLE WHEREAS, a service agreement second amendment for tree pruning and tree maintenance services, by and between the City of Roseville and West Coast Arborists, Inc., has been reviewed by the City Council; and
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said second amendment is hereby approved and that the City Manager is authorized to execute it on behalf of the City of Roseville.

PASSED AND ADOPTED by the Council of the City of Roseville this day of , 20 , by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR
ATTEST:

City Clerk

COUNCIL COMMUNICATION
CC #: 2806
File #: 0203-09
Title: Sludge Hauling - Sole Source Contract Purchase Agreement Contact: Jason Fick 916-746-1940 [email protected]
Meeting Date: 6/21/2023
Item #: 7.4.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution authorizing the City Manager to execute a sole source contract purchase agreement (3002846) with Synagro-WWT Inc. to provide sludge hauling at the Pleasant Grove Wastewater Treatment Plant.

BACKGROUND
Environmental Utilities (EU) has constructed improvements at the Pleasant Grove Wastewater Treatment Plant (PGWWTP) that will enable production of Class B biosolids rather than dewatered undigested sludge that was previously produced. Currently the dewatered undigested sludge is hauled away and disposed of at the Western Regional Sanitary Landfill. The City currently has a contract with Synagro-WWT Inc. to haul away and beneficially use Class B biosolids produced at the City’s Dry Creek Wastewater Treatment Plant (DCWWTP). This contract was approved for multiyear approvals and the final contract year will end in June 2024.

EU staff proposes to enter into a single year sole source contract with Synagro Inc. for hauling away and beneficially using the Class B biosolids now being produced at PGWWTP. After this period, EU staff will advertise a new Request for Quotes (RFQ) for hauling and beneficial use of Class B biosolids generated from both PGWWTP and DCWWTP under one new contract.

Having alignment of hauling biosolids from both plants under one contract will be beneficial for both pricing and contract management.

FISCAL IMPACT
Based on estimated biosolids production, the cost of service is approximately $800,000 per year.

Funding for the contract is included in the Wastewater Operations Fund in the proposed FY2023- 24 budget.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) only applies to projects which have the potential to cause a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. (CEQA Guidelines §15061(b)(3)).

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,
Jason Fick, Chief Plant Operator
Richard Plecker, Environmental Utilities Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Resolution 23-285
CPA
RESOLUTION NO. 23-285

APPROVING A SOLE SOURCE CONTRACT PURCHASE AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND SYNAGRO-WWT INC., AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT

ON BEHALF OF THE CITY OF ROSEVILLE
WHEREAS, a sole source contract purchase agreement (3002846) for sludge hauling at the Pleasant Grove Wastewater Treatment Plant, between the City of Roseville and SynagroWWT Inc., has been reviewed by the Council; and NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said sole source contract purchase agreement is approved and that the City Manager is authorized to execute it on behalf of the City of Roseville.

PASSED AND ADOPTED by the Council of the City of Roseville this ___ day of ______________, 2023, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:
_______________________________
MAYOR
ATTEST:
__________________________
City Clerk

COUNCIL COMMUNICATION
CC #: 2796
File #: 0721-05
Title:

Dry Creek Greenway East Phase 1 Trail Project - Approval of Plans and Specifications and Authorization to Call for Bids
Contact: Cathy Gosalvez 916-746-1300 [email protected] Meeting Date: 6/21/2023
Item #: 7.5.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council approve the plans and specifications for the Dry Creek Greenway East Phase 1 Trail Project and authorize staff to call for bids.

BACKGROUND
The Dry Creek Greenway East trail project is a proposed paved multi-use trail along Dry, Cirby, and Linda Creeks from Darling Way/Riverside Avenue to the City limits at S. Cirby Way/Old Auburn Road. The project is identified as a proposed Class I bikeway in the City of Roseville General Plan and Bicycle Master Plan.

At their March 20, 2019 meeting, Council voted to approve the Dry Creek Greenway East trail project. This approval included certification of the Final Environmental Impact Report, pursuant to California Environmental Quality Act (CEQA) Guidelines.

The trail is expected to be constructed in two phases. Phase 1 of the project will construct approximately 2.4 miles of Class I trail from the existing Saugstad Park Trail at Darling Way to the existing Maidu Park Trail at Rocky Ridge Drive, and includes the following improvements:

Connection to the existing Saugstad Park Trail at Darling Way Widening and undercrossing of Darling Way
One bridge crossing of Dry Creek and one bridge crossing of Cirby Creek at the confluence of Dry and Cirby Creeks
Undercrossing of I-80
Connection to Eastwood Park
Undercrossing of, and connection to, Sunrise Avenue
One bridge crossing of Linda Creek near the confluence of Linda and Cirby Creeks At-grade crossing of Oak Ridge Drive to connection with existing Sierra Gardens Trail At-grade connection to the west side of Rocky Ridge Drive and the street-side trail connection to Maidu Park
Parking lot at the trailhead on Riverside Avenue
Construction of Phase 1 is anticipated to begin in the fall of 2023 and be complete by the end of 2025. Construction plans and specifications for the project have been completed and are attached.

Public Outreach: Since 2008, the Dry Creek Greenway East Project has been driven by robust public participation and community input. There have been multiple community workshops/open houses, stakeholder representative group meetings, online surveys, project email and social media updates. Public Works staff will continue to work closely with Public Affairs & Communications staff to keep the community informed of the project’s benefits, progress and trail impacts during the construction phase of the project. Residents and businesses will be updated about the project through a variety of methods including, but not limited to: signage, social media, web, and email notifications.

Maintenance Costs: Estimated maintenance costs for Phase 1 of the Dry Creek Greenway East Trail Project are included within the estimate for maintenance costs for the entire 4.25 mile trail (Phase 1 and 2), which are approximately $55,000 per year. This estimate includes day-to-day maintenance efforts such as vegetation control, sweeping, sign repair, and trash removal. This estimate also includes an annualized cost for periodic trail resurfacing and stream bank stabilization efforts. The trail will be designed to minimize the potential erosive effects of nearby streams per the City’s design and construction standards. This includes the use of concrete paving (instead of asphalt) and erosion control materials in higher risk areas as described in the EIR. Even so, we still expect periodic erosion to occur and that is why we are including in the above estimate an annualized cost of $15,000 per year for stream bank stabilization. Staff proposes the use of the Local Transportation Fund’s Transportation Development Act (TDA) resources to pay for maintenance.

FISCAL IMPACT
The engineer's estimate for construction is approximately $16,927,000. The project is fully funded by federal, state and local sources: Solutions for Congested Corridors (SCCP), Active Transportation Program (ATP), Congestion Mitigation and Air Quality (CMAQ), and Local Transportation (LTF) Funds. General Fund resources will not be used for project construction or maintenance.

ENVIRONMENTAL REVIEW
Council approval of bid documents for the Dry Creek Greenway East Phase 1 Trail project is an action that is subject to CEQA. Project level CEQA compliance for the Dry Creek Greenway East project was accomplished with preparation of the Dry Creek Greenway East Trail Project Environmental Impact Report (EIR) (Adopted: March 20, 2019) (Draft EIR - SCH: 2014032087; Final EIR - SCH: 2013112042). Because the Dry Creek Greenway East project is consistent with the project evaluated in the Dry Creek Greenway East Trail Project Environmental Impact Report, no new effects would be expected to occur and all applicable mitigation measures from the Dry Creek Greenway East Trail Project Environmental Impact Report will be implemented. As such, no additional CEQA action is required at this time.

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,
Cathy Gosalvez, Associate Engineer
Jason Shykowski, Public Works Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Location Map
DCGE Plans Pages 1-40
DCGE Plans Pages 41-80
DCGE Plans Pages 81-168
DCGE Project Manual

LOCATION MAP

166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

GENERAL NOTES
2 G-1
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

GENERAL NOTES
3 G-2
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
4 SC-1
MATCH LINE T1 STA. 39+00 SEE SHEET SC-2

SURVEY CONTROL DIAGRAM AND HORIZONTAL ALIGNMENT DATA
’
’
’

DARLING WAY

DRY CREEK

RIVERSIDE AVE

CIRBY CREEK

DRY CREEK
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
5 SC-2
MATCH LINE T2 STA. 82+00 SEE SHEET SC-3
MATCH LINE T1 STA. 39+00 SEE SHEET SC-1

SURVEY CONTROL DIAGRAM AND HORIZONTAL ALIGNMENT DATA
MARLIN DR.

INTERSTATE -80

CIRBY CREEK

CIRBY CREEK
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
6 SC-3
MATCH LINE T2 STA. 82+00 SEE SHEET SC-2

SURVEY CONTROL DIAGRAM AND HORIZONTAL ALIGNMENT DATA

SUNRISE AVE

LINDA CREEK

OAK RIDGE DR
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

SURVEY CONTROL TABLE

POINT NORTHING EASTING ELEVATION DESCRIPTION
SC-4

SURVEY CONTROL DIAGRAM AND HORIZONTAL ALIGNMENT DATA
7 ROCKY RIDGE DR

LINDA CREEK
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

KEY MAP
8 K-1
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

KEY MAP
9 K-2
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TYPICAL SECTIONS
10 TS-1
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TYPICAL SECTIONS
11 TS-2
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TYPICAL SECTIONS
12 TS-3
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TYPICAL SECTIONS
13 TS-4
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

PLAN AND PROFILE
14 PP-1
-2.00 %
-1.00 %
0 %

1.00 %
-2.00 %
-1.00 %
0 %

1.00 %
128 MATCH LINE DARLING WAY

CLINTON AVE

DRY CREEK
MATCH LINE STA. T1 16+00 ( SEE SHEET PP-3 ) MATCH LINE
108
112
116
120
124
128
132
136
140
144
148
152
108
112
116
120
124
128
132
136
140
144
148
152
6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

PLAN AND PROFILE
15 PP-2
-2.00 %
-1.00 %
0 %

1.00 %
-2.00 %
-1.00 %
0 %

1.00 %
108
112
116
120
124
128
132
136
140
144
148
152
108
112
116
120
124
128
132
136
140
144
148
152
1+00 2+00 3+00
112
116
120
124
128
132
136
140
144
148
152
156
112
116
120
124
128
132
136
140
144
148
152
156
1+00 2+00 3+00 4+00 5+00
108
112
116
120
124
128
132
136
140
144
148
152
108
112
116
120
124
128
132
136
140
144
148
152
5+00 6+00 7+00 8+00

MACHADO
LN

DRY CREEK

DARLING WAY

RIVERSIDE AVE

DRY CREEK
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

PLAN AND PROFILE
16 PP-3
-2.00 %
-1.00 %
0 %

1.00 %
-2.00 %
-1.00 %
0 %

1.00 %
128 MATCH LINE

RIVERSIDE AVE

MACHADO

CIRBY CREEK

CIRBY CREEK
LN

DRY CREEK
MATCH LINE STA. T1 16+00 ( SEE SHEET PP-1 ) MATCH LINE STA. T1 27+00 ( SEE SHEET PP-4 ) MATCH LINE MATCH LINE
108
112
116
120
124
128
132
136
140
144
148
152
108
112
116
120
124
128
132
136
140
144
148
152
16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

PLAN AND PROFILE
17 PP-4
-2.00 %
-1.00 %
0 %

1.00 %
-2.00 %
-1.00 %
0 %

1.00 %

MACHADO LN

VALLEY OAK DR

JUANITA WAY

CIRBY CREEK
MATCH LINE STA. T1 27+00 ( SEE SHEET PP-3 ) MATCH LINE STA. T1 37+00 ( SEE SHEET PP-5 ) MATCH LINE MATCH LINE
108
112
116
120
124
128
132
136
140
144
148
152
108
112
116
120
124
128
132
136
140
144
148
152
27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

PLAN AND PROFILE
18 PP-5
-2.00 %
-1.00 %
0 %

1.00 %
-2.00 %
-1.00 %
0 %

1.00 %
124

CIRBY CREEK

JUANITA WAY

CREEKSIDE
CT

JO ANNE LN
MATCH LINE STA. T1 37+00
( SEE SHEET PP-4 ) MATCH LINE STA. T1 45+00
( SEE SHEET PP-6 ) MATCH LINE MATCH LINE
112
116
120
124
128
132
136
140
144
148
152
156
112
116
120
124
128
132
136
140
144
148
152
156
37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

PLAN AND PROFILE
19 PP-6
-2.00 %
-1.00 %
0 %

1.00 %
-2.00 %
-1.00 %
0 %

1.00 %
128
INTERSTATE 80

CIRBY CREEK
MATCH LINE STA. T1 45+00 ( SEE SHEET PP-5 )
MATCH LINE STA. T1 52+96 ( SEE SHEET PP-7 ) MATCH LINE MATCH LINE 112
116
120
124
128
132
136
140
144
148
152
156
112
116
120
124
128
132
136
140
144
148
152
156
45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

PLAN AND PROFILE
20 PP-7
-2.00 %
-1.00 %
0 %

1.00 %
-2.00 %
-1.00 %
0 %

1.00 %

MARLIN DR

FAWN CT

CIRBY CREEK
MATCH LINE STA. T1 52+96
( SEE SHEET PP-6 ) MATCH LINE
120
124
128
132
136
140
144
148
152
156
160
164
120
124
128
132
136
140
144
148
152
156
160
164
53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

PLAN AND PROFILE
21 PP-8
-2.00 %
-1.00 %
0 %

1.00 %
-2.00 %
-1.00 %
0 %

1.00 %

MARLIN DR

FAWN CT

MARLIN DR

DEER CT

WANDA LEE CT

TINA WAY

CIRBY CREEK
MATCH LINE STA. T2 71+00
( SEE SHEET PP-9 ) MATCH LINE
124
128
132
136
140
144
148
152
156
160
164
168
124
128
132
136
140
144
148
152
156
160
164
168
61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

PLAN AND PROFILE
22 PP-9
-2.00 %
-1.00 %
0 %

1.00 %
-2.00 %
-1.00 %
0 %

1.00 %
132

MARLIN DR

CORAL DR

COLOMA WAY

TINA WAY

CIRBY CREEK
MATCH LINE STA. T2 71+00 ( SEE SHEET PP-8 )
MATCH LINE STA. T2 81+00 ( SEE SHEET PP-10 ) MATCH LINE MATCH LINE 112
116
120
124
128
132
136
140
144
148
152
156
112
116
120
124
128
132
136
140
144
148
152
156
71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

PLAN AND PROFILE
23 PP-10
-2.00 %
-1.00 %
0 %

1.00 %
-2.00 %
-1.00 %
0 %

1.00 %
132
-2.00 %
-1.00 %
0 %

1.00 %
-2.00 %
-1.00 %
0 %

1.00 % MATCH LINE MATCH LINE MATCH LINE
116
120
124
128
132
136
140
144
148
152
156
160
116
120
124
128
132
136
140
144
148
152
156
160
81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00
112
116
120
124
128
132
136
140
144
148
152
156
112
116
120
124
128
132
136
140
144
148
152
156
1+00 2+00 3+00
MATCH LINE STA. T2 81+00 ( SEE SHEET PP-9 )
MATCH LINE STA. T2 88+00 ( SEE SHEET PP-11 )
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

PLAN AND PROFILE
24 PP-11
-2.00 %
-1.00 %
0 %

1.00 %
-2.00 %
-1.00 %
0 %

1.00 %

SUNRISE AVE
MATCH LINE STA. T2 88+00
( SEE SHEET PP-10 )
MATCH LINE STA. T2 99+00
( SEE SHEET PP-13 ) MATCH LINE MATCH LINE
124
128
132
136
140
144
148
152
156
160
164
168
124
128
132
136
140
144
148
152
156
160
164
168
88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

PLAN AND PROFILE
25 PP-12
-2.00 %
-1.00 %
0 %

1.00 %
-2.00 %
-1.00 %
0 %

1.00 %
124
128
132
136
140
144
148
152
156
160
164
168
124
128
132
136
140
144
148
152
156
160
164
168
1+00 2+00 3+00 4+00 5+00
124
128
132
136
140
144
148
152
156
160
164
168
124
128
132
136
140
144
148
152
156
160
164
168
1+00 2+00 3+00 1+00 2+00 3+00 SUNRISE AVE SUNRISE AVE
MEADOW

GATE DR
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

PLAN AND PROFILE
26 PP-13
-2.00 %
-1.00 %
0 %

1.00 %
-2.00 %
-1.00 %
0 %

1.00 % STOP STOP

STOP PED XINGPED XING STOP OAK RIDGE DR

GATE DR MEADOW
MATCH LINE STA. T2 99+00 ( SEE SHEET PP-11 ) MATCH LINE 124
128
132
136
140
144
148
152
156
160
164
168
124
128
132
136
140
144
148
152
156
160
164
168
99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

PLAN AND PROFILE
27 PP-14
-2.00 %
-1.00 %
0 %

1.00 %
-2.00 %
-1.00 %
0 %

1.00 %

MEADOWLARK WAY
MATCH LINE STA. T3 154+00
( SEE SHEET PP-15 ) MATCH LINE
128
132
136
140
144
148
152
156
160
164
168
172
128
132
136
140
144
148
152
156
160
164
168
172
148+00 149+00 150+00 151+00 152+00 153+00 154+00
128
132
136
140
144
148
152
156
160
164
168
172
128
132
136
140
144
148
152
156
160
164
168
172
1+00 2+00 3+00

MEADOWLARK WAY
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

PLAN AND PROFILE
28 PP-15
-2.00 %
-1.00 %
0 %

1.00 %
-2.00 %
-1.00 %
0 %

1.00 %

LINDA CREEK
MATCH LINE STA. T3 154+00 ( SEE SHEET PP-14 )
MATCH LINE STA. T3 164+00 ( SEE SHEET PP-16 ) MATCH LINE MATCH LINE 128
132
136
140
144
148
152
156
160
164
168
172
128
132
136
140
144
148
152
156
160
164
168
172
154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

PLAN AND PROFILE
29 PP-16
-2.00 %
-1.00 %
0 %

1.00 %
-2.00 %
-1.00 %
0 %

1.00 %

ROCKY RIDGE DR

LINDA CREEK
MATCH LINE STA. T3 164+00 ( SEE SHEET PP-15 ) MATCH LINE 128
132
136
140
144
148
152
156
160
164
168
172
128
132
136
140
144
148
152
156
160
164
168
172
164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
30 CD-1

CONSTRUCTION DETAILS
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
31 CD-2

CONSTRUCTION DETAILS
(SEE BELOW) MATCH LINE MATCH LINE (SEE ABOVE)

POSITIVE LOCATION INFORMATION
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
32 CD-3

CONSTRUCTION DETAILS
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
33 CD-4

CONSTRUCTION DETAILS
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
34 CD-5

CONSTRUCTION DETAILS
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
35 CD-6

CONSTRUCTION DETAILS
STOP
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
36 CD-7

CONSTRUCTION DETAILS

POSITIVE LOCATION INFORMATION
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
37 CD-8

CONSTRUCTION DETAILS
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
38 CONSTRUCTION DETAILS
CD-9
168
MARLIN DR.

MARLIN DR.
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
39 CD-10

CONSTRUCTION DETAILS
’ –
’ –
CROSS SECTION T2 90+50
730 SUNRISE & SUNDOWN INC APN 471-220-007
DRY CREEK GREENWAY EAST PHASE 1
TRAIL IMPROVEMENT PROJECT CD-10RAI
168
166 39RAI
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

DRAINAGE PROFILES
40 DP-1
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
41 DP-2

DRAINAGE PROFILES
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
42 DD-1

DRAINAGE DETAILS

CIRBY CREEK

CIRBY CREEK
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
43 DD-2

DRAINAGE DETAILS RIVERSIDE AVE
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

GRADING PLANS
44 GP-1
MATCH LINE STA. T1 16+00
( SEE SHEET GP-2 )

DARLING WAY

CLINTON AVE

DRY CREEK
014-251-027 KEELEY, BRIAN JOHN 472-180-010 KEELEY, BRIAN JOHN 472-180-013 EDWIN, DAVID
472-180-015 CITY OF ROSEVILLE
472-200-028 MCAFEE, DALE P
472-180-014
472-180-011 CITY OF ROSEVILLE 472-180-004 FULMER, RICHARD M 472-193-001 NEWTON, STANLEY
472-180-003

NUSH, ROBERT J
472-200-019 VAUGHN, JACQUELINE L & ATOM
472-200-018

JONES CARL W JR &

MARY E TR
472-191-001 TURNER, GERALD A
472-180-002

FLOHR, JAMES O
472-180-001

ILIC, MILANKA D

EDWIN, DAVID
014-252-019 FASZER JEROME WESLEY JR & NANCY

LAMBETH (TTEE)
014-252-018
472-180-012 EDWIN, DAVID
& ROSE
472-200-028 MCAFEE, DALE P
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

GRADING PLANS
45 GP-2
MATCH LINE STA. T1 16+00 ( SEE SHEET GP-1 ) MATCH LINE STA. T1 27+00 ( SEE SHEET GP-3 )

RIVERSIDE AVE

MACHADO LN

DRY CREEK

CIRBY CREEK
STOP

DRY CREEK

DRILL HOLDINGS, LLC
472-250-003

CITY OF ROSEVILLE
472-200-027
472-180-015 CITY OF ROSEVILLE
472-200-028 MCAFEE, DALE P
472-180-014
472-250-003 DRILL HOLDINGS, LLC
472-200-031 CITY OF ROSEVILLE
472-200-020 BARTLETT, AMBER
472-200-021 MORRIS, DAVID L
472-200-022 TOMIELLO, JASON DEAN
472-200-023 FLOHR, JAMES MICHAEL
472-200-024 GUNZ, GRANT
472-200-025 SANDERS, MARCUS
472-200-026 HALLSTEN, KEITH J
472-210-037 AARON, JEREMY W
472-210-036 CITY OF ROSEVILLE 472-210-035 COOK, DARRYL 472-210-034 GILLASPIE, DANA L 472-250-035
801 RIVERSIDE BUSINESS PARK CONDO

OWNERS ASSOC
472-200-030 CITY OF ROSEVILLE
472-200-019 VAUGHN, JACQUELINE L & ATOM
472-200-018 JONES CARL W JR & MARY E TR
472-180-001 ILIC, MILANKA D

EDWIN, DAVID
472-200-029 MCAFEE, DALE P
& DONALD
& KITTLE III, EDWARD
472-200-028 MCAFEE, DALE P
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

GRADING PLANS
46 GP-3
MATCH LINE STA. T1 37+00
( SEE SHEET GP-4 )
MATCH LINE STA. T1 27+00 ( SEE SHEET GP-2 ) MACHADO LN VALLEY OAK DR

JUANITA WAY

CIRBY CREEK

SFC WINDSCAPE INVESTORS L, P
472-360-084

CITY OF ROSEVILLE
472-360-051
472-210-036

CITY OF ROSEVILLE
472-210-034 GILLASPIE, DANA L
472-210-033 BACON, SCOTT K
472-360-081 CITY OF ROSEVILLE
472-210-018 THE NORRIS FAMILY TRUST
472-210-019 KERSEY, JAMES K
472-210-017

COMPTON, CHAD & RACHEL

KOBZEFF, RICK M
472-210-016
472-210-021 CHAVOYA, LUPE V
472-210-032 STROUD, PAUL JEREMY
472-360-053 CIRBY HILLS TOWNHOMES HO, ASSN
472-360-080 FIDELITY TITLE CO
& KITTLE III, EDWARD
& GAIL L TRUST & HAMILTON, RENEE L

BACON, SCOTT K
& GAIL L TRUST
& TAMRA A
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

GRADING PLANS
47 GP-4
MATCH LINE STA. T1 45+00
( SEE SHEET GP-5 ) MATCH LINE STA. T1 37+00
( SEE SHEET GP-3 )

JUANITA WAY

CREEKSIDE
CT

JO ANNE LN

CIRBY CREEK

THE KARPOWICZ

FAMILY TRUST
472-210-014 ROTH, KAREN J
472-210-013 JACOBS, JENNIFER A
472-233-010 GERMOND, PHILIP D 472-233-009 HEXOM, A D
472-210-015 COMPTON, CHAD & RACHEL
472-210-016 KOBZEFF, RICK M
472-360-082 CITY OF ROSEVILLE
472-233-008
472-240-012 HOLBROOK, CHARLES DOUGLAS
472-233-007 PERRING, WILLIAM BOWMAN
472-233-006 ALAMEIDA JOSEPH T JR TR
472-240-007 THE JENNIFER M ALLEN
472-240-010 CITY OF ROSEVILLE
472-240-008

LINARES, GUILLERMO A
472-240-009 CITY OF ROSEVILLE
& TAMRA A
& MCCAMISH III, ROBERT

REVOCABLE TRUST
& KEY, MARAIBETH A.D.
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

GRADING PLANS
48 GP-5
MATCH LINE STA. T1 53+00
( SEE BELOW )
MATCH LINE STA. T1 45+00
( SEE SHEET GP-4)
MATCH LINE STA. T1 53+00
( SEE ABOVE )
INTERSTATE 80

CIRBY CREEK
471-010-005

PLANTEEN, RALPH R
472-360-083 CITY OF ROSEVILLE

CITY OF ROSEVILLE
471-010-001 STATE OF CALIFORNIA
471-010-010

LEE, ELISE
472-240-011 STATE OF CALIFORNIA
471-010-004 KIRBY WAY TRUST #825
471-010-010

LEE, ELISE

MARLIN DR

FAWN CT

CIRBY CREEK
471-010-011

CITY OF

ROSEVILLE
471-010-010 LEE, ELISE
471-180-017 ANDERSON, NICHOLAS J
471-010-007

CITY OF ROSEVILLE
471-010-006 CALIFORNIA STATE OF
471-010-009
CALIFORNIA STATE OF 471-010-008 CITY OF ROSEVILLE
471-180-018 CASH, SHELLEY A
471-180-019

RUNAS, ERNESTO
& ATHENA
& MICHELLE T
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

GRADING PLANS
49 GP-6
MATCH LINE STA. T2 71+00
( SEE BELOW )
MATCH LINE STA. T2 81+00
( SEE SHEET GP-7 )
MATCH LINE STA. T2 71+00
( SEE ABOVE )

MARLIN DR

FAWN CT

DEER CT

WANDA LEE CT

TINA WAY

CIRBY CREEK

CITY OF ROSEVILLE
471-180-037

ENGLISH RAYMOND &

ELOISE E TRS
471-180-001 CITY OF ROSEVILLE
014-422-014 CITY OF ROSEVILLE
014-422-011 CITY OF ROSEVILLE
471-180-037 CITY OF ROSEVILLE
014-422-015 CITY OF ROSEVILLE
471-180-002

CITY OF ROSEVILLE
471-190-038 TOBY, CHARLES D
471-180-009 PEREZ, MAURO H
471-180-017 ANDERSON, NICHOLAS J
471-180-015

OLSON, DANNY R
471-180-016
471-180-018 CASH, SHELLEY A
471-180-019 RUNAS, ERNESTO & ATHENA
& MICHELLE T
471-180-008 JOHNSON, WALTER R

CONROY, PATRICIA
471-180-007
& KATHLEEN L
& PENNIE LYNN

MARLIN DR

CORAL DR

CORAL WAY

TINA WAY

EASTWOOD PARK

CIRBY CREEK

PASCHON, MICHAEL G

MATHIES, DOUGLAS D
471-220-016

CITY OF

ROSEVILLE

CA RURAL INDIAN
471-220-025

CITY OF ROSEVILLE
471-220-002
014-303-012
014-303-009 BERTONI, VAL JAMES

GELATINI, CHARLES R
014-303-011
471-180-002 CITY OF ROSEVILLE
471-190-037
471-190-036 COBB, CAROL
471-190-038

TOBY, CHARLES D

MUSSO, MARK T
471-220-017

CITY OF ROSEVILLE

SCHLUETER, MARK L
471-190-001 CITY OF ROSEVILLE
471-190-002

CITY OF ROSEVILLE

HEALTH BOARD INC
& CAROLYN J
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

GRADING PLANS
50 GP-7
MATCH LINE STA. T2 88+00
( SEE SHEET GP-8 )
MATCH LINE STA. T2 81+00
( SEE SHEET GP-6 )

CIRBY CREEK

LINDA CREEK

JOHNSON F HAROLD & CHRISTINE
471-220-016 CITY OF ROSEVILLE
CITY OF ROSEVILLE 471-220-002
471-220-011 CITY OF ROSEVILLE
471-220-022 TWIN CREEK COMMONS HOMEOWNERS

ASSOCIATIO
471-220-002 CITY OF ROSEVILLE
471-220-025
014-284-001 BARSOTTI, RALPH J

JOHNSON, KENT T
LIND, ROBERT H 014-284-002

HLAWATY, KARL MICHAEL
471-220-010 HLAWATY, KARL MICHAEL
471-220-013
471-220-014 CITY OF ROSEVILLE
MUSSO, MARK T 471-220-015
471-220-012 CITY OF ROSEVILLE
471-220-025
471-220-025

CA RURAL INDIAN

HEALTH BOARD INC

CA RURAL INDIAN

HEALTH BOARD INC

CA RURAL INDIAN

HEALTH BOARD INC
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

GRADING PLANS
51 GP-8
MATCH LINE STA. T2 99+00
( SEE BELOW )
MATCH LINE STA. T2 88+00
( SEE SHEET GP-7 )
MATCH LINE STA. T2 99+00
( SEE ABOVE )

SUNRISE AVE

LINDA CREEK
470-060-029 ROSEVILLE SPAGHETTI RESTAURANT INC
471-230-001 BEN FURRER DAIRY INC
471-220-007 730 SUNRISE & SUNDOWN LLC
471-220-008 AIROLA, CHRISTOPHER K
470-060-022 CITY OF ROSEVILLE
470-260-012 OFFICE, SUNRISE CONDO
471-220-025 CA RURAL INDIAN HEALTH BOARD INC
& LISA M

FALLCREEK ROSEVILLE
470-060-030 PARTNERS L P
STOP
STOP
STOP
PED
XING
PED
XING

OAK RIDGE DR
MEADOW

GATE DR

LINDA CREEK

SULLIVAN, CORINNE MARGARET

BRUEGGER, LOUANN
470-070-023 SCHAIRER, MARY KATHERINE 470-070-022 ZAMORA, ANGELINA

CITY OF ROSEVILLE
470-070-058
470-070-057 ROSEVILLE SH, LLC
470-070-057 ROSEVILLE SH, LLC
470-070-042

CITY OF ROSEVILLE
470-070-041 CITY OF ROSEVILLE
470-050-016 SHYKOWSKI, DOW

BOONLIANG
CITY OF ROSEVILLE 470-060-023
470-070-020 STEVENSON, RONALD G
470-070-021 ROBERTSON, JOHN A
470-070-051 SANCHEZ, ONOFRE
470-070-052

LEWIS, SHIRLEY J

CUTBIRTH, CONNIE
470-070-028 SUMMERS, BEVERLY
470-070-029 DICKSON, ANDREW H
470-070-030 GRASSILLI, ROBERT J
470-070-024 KLOETZER, E KARL 470-070-031 GRASSILLI, ROBERT J 470-070-032 CARPENTER, REGENA D
470-070-033 DER, ANDREW
470-070-034
470-070-035 BROWN, SHANNON E
470-070-036 JOHNSON, BRENT E
470-070-037
470-070-039 MURPHY, JESSICA R
470-070-038 COLLISON, MAURA ANN
470-070-040 FIFIELD, CARLY
470-084-031 YOUNG, DONALD D
470-070-054 CUMMINGS, JOSHUA M

TROTT, SARA
470-070-053
470-060-032 CITY OF ROSEVILLE
& ROBYN L
& VICTORIA L
& SARAH A
& CHRISTOPHER M
& JOSHUA NEIL
& ERIK
470-060-030 FALLCREEK ROSEVILLE PARTNERS L P 470-060-030 FALLCREEK ROSEVILLE PARTNERS L P 168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

GRADING PLANS
52 GP-9
MATCH LINE STA. T3 154+00
( SEE SHEET SS-10 )
469-040-008 BRACCO, SHARON D 469-040-007 LASHAI, SORAYA 469-040-006

JOHNSON, MARLAND D
469-040-005 VELKHOVOY, DENNIS &

KRAYNOW, DIANA
469-040-004 SEKI, NICHOLAS &
EMILY
CERVANTES, 469-040-002 THOMAS JAMES
469-040-003

DILLON, STEVEN H
469-030-004 CITY OF ROSEVILLE
469-030-006 CITY OF ROSEVILLE
469-060-002 DURRILL WENDY L TRUST
469-060-003 ELLIOT, JACK WARD
469-040-001 HOLLAND, JAMES S
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

GRADING PLANS
53 GP-10
MATCH LINE STA. T3 164+00
( SEE BELOW )
MATCH LINE STA. T3 156+00
( SEE SHEET SS-9 )
MATCH LINE STA. T3 164+00 ( SEE ABOVE)

LINDA CREEK
469-080-010 BIERER JOHN JR &
STACEY
469-080-011
469-060-004 GRASS, CHARLES P
469-060-001 CITY OF ROSEVILLE
469-060-005 COLYER, CLIFFORD
469-060-010

LITTLEFIELD, DAVID C
469-060-011

KNUTSON, RICHARD E
469-080-007 FUJIMOTO, KYLE K

CLEMENT, NEAL LEROY
469-080-008
469-080-009 HEYDEN, JOHN I
469-060-012

MACNICHOLL,
469-070-002 ECKSTROM IV,
469-070-003 SIMONE, ANGELO
469-070-004 HOFFMAN, JACK E
469-070-001

CITY OF ROSEVILL
469-070-005 HAUGEN, BENJAMIN
& NANCY & CHERYL A
& MELISSA
& KAREN G
& MONICA L

CHARLES THOMAS
& JENNIFER

ROBERT JAY
469-070-005 HAUGEN, BENJAMIN
& MELISSA

ROCKY RIDGE DR

LINDA CREEK
469-080-010 BIERER JOHN JR & STACEY
469-080-014 CITY

OF ROSEVILLE
469-080-011 PERRY, DONALD G
469-100-033 BIRD, MARY ELLEN
469-100-038 TIMMONS,

MATTHEW S
469-100-039 COVINGTON, MARK
V
469-070-030

PLACER SAVINGS &

LOAN ASSOC
469-080-009 HEYDEN, JOHN I
469-070-001 CITY OF ROSEVILLE
469-070-005 HAUGEN, BENJAMIN
469-070-006 BALDWIN, EMILY ANN
469-070-007 STETSON, JOEY L
469-100-032 SALAZAR, OMAR
469-100-035 ENNENGA, GREG
469-100-034 MEDEIROS, KORRI L 469-100-036 MENTZER, KENNETH F RAE, ADELA 469-100-037 469-070-008 BARNES, DONALD L
469-070-009 RICE, JACQUELINE
469-070-010

CITY OF ROSEVILLE
& MATTHEW BLAIR
& MELISSA
& LISA A
& MARSHA G
& MONICA L
469-070-005 HAUGEN, BENJAMIN & MELISSA
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
54 TRT-1

TREE REMOVAL TABLES
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
55 TRT-2

TREE REMOVAL TABLES
168
166
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
56 TRT-3

TREE REMOVAL TABLES
168
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

SIGNING AND STRIPING
57 SS-1
SIGNING LEGEND:

MATCH LINE STA. T1 16+00
( SEE SHEET SS-2 )
STRIPING LEGEND: NOTES

DARLING WAY

CLINTON AVE

RIVERSIDE AVE

DRY CREEK

RIVERSIDE AVENUE
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

SIGNING AND STRIPING
58 SS-2
MATCH LINE STA. T1 16+00 ( SEE SHEET SS-1 ) MATCH LINE STA. T1 27+00 ( SEE SHEET SS-3 )
STRIPING LEGEND: SIGNING LEGEND: NOTES

RIVERSIDE AVE

MACHADO LN DRY CREEK

DRY CREEK

CIRBY CREEK
STOP

DRY CREEK
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

SIGNING AND STRIPING
59 SS-3
MATCH LINE STA. T1 37+00
( SEE SHEET SS-4 )
MATCH LINE STA. T1 27+00 ( SEE SHEET SS-2 )
STRIPING LEGEND: SIGNING LEGEND: NOTES

MACHADO LN

VALLEY OAK DR

JUANITA WAY

CIRBY CREEK
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

SIGNING AND STRIPING
60 SS-4
MATCH LINE STA. T1 45+00
( SEE SHEET SS-5 ) MATCH LINE STA. T1 37+00
( SEE SHEET SS-3 )
STRIPING LEGEND: SIGNING LEGEND: NOTES

JUANITA WAY

CREEKSIDE
CT

JO ANNE LN

CIRBY CREEK
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

SIGNING AND STRIPING
61 SS-5
MATCH LINE STA. T1 53+00
( SEE BELOW )
MATCH LINE STA. T1 45+00
( SEE SHEET SS-4)
MATCH LINE STA. T1 53+00
( SEE ABOVE )
SIGNING LEGEND:

NOTES STRIPING LEGEND:

INTERSTATE 80

CIRBY CREEK

MARLIN DR

FAWN CT

CIRBY CREEK
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

SIGNING AND STRIPING
62 SS-6 MATCH LINE STA. T2 71+00 ( SEE BELOW )
MATCH LINE STA. T2 81+00 ( SEE SHEET SS-7 )
MATCH LINE STA. T2 71+00 ( SEE ABOVE )
SIGNING LEGEND:

NOTES
STRIPING LEGEND:

FAWN CT

MARLIN DR

DEER CT

WANDA LEE CT

TINA WAY

CIRBY CREEK

MARLIN DR

CORAL DR

CORAL WAY

TINA WAY

EASTWOOD PARK

CIRBY CREEK
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

SIGNING AND STRIPING
63 SS-7
MATCH LINE STA. T2 88+00
( SEE SHEET SS-8 )
MATCH LINE STA. T2 81+00
( SEE SHEET SS-6 )
SIGNING LEGEND:

STRIPING LEGEND: NOTES

CIRBY CREEK

LINDA CREEK
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

SIGNING AND STRIPING
64 SS-8
MATCH LINE STA. T2 99+00
( SEE BELOW )
MATCH LINE STA. T2 88+00
( SEE SHEET SS-7 )
MATCH LINE STA. T2 99+00
( SEE ABOVE )
STRIPING LEGEND: SIGNING LEGEND:

NOTES

SUNRISE AVE

LINDA CREEK
STOP
STOP
PED
XING
XING

OAK RIDGE DR
MEADOW

GATE DR

LINDA CREEK
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

SIGNING AND STRIPING
65 SS-9
MATCH LINE STA. T3 154+00 ( SEE SHEET SS-10 )
MATCH LINE STA. R3 1+00 ( SEE ABOVE )
MATCH LINE STA. R3 1+00 ( SEE BELOW )
STRIPING LEGEND: SIGNING LEGEND:

NOTES

ROCKY RIDGE DR
MAIDU
PARK

MEADOWLARK WAY

MALLARD LN
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

SIGNING AND STRIPING
66 SS-10
MATCH LINE STA. T3 164+00
( SEE BELOW ) MATCH LINE STA. T3 154+00
( SEE SHEET SS-9 )
MATCH LINE STA. T3 164+00 ( SEE ABOVE)
STRIPING LEGEND:

SIGNING LEGEND:

NOTES

LINDA CREEK

ROCKY RIDGE DR

LINDA CREEK
167
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

EROSION CONTROL PLAN
67 EC-1
MATCH LINE STA. T1 16+00
( SEE SHEET EC-2 )

DARLING WAY

CLINTON AVE

DRY CREEK
168
167
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
68 EC-2
MATCH LINE STA. T1 16+00 ( SEE SHEET EC-1 )
MATCH LINE STA. T1 27+00 ( SEE SHEET EC-3 )

EROSION CONTROL PLAN
STOP

RIVERSIDE AVE

MACHADO LN DRY CREEK

CIRBY CREEK

DRY CREEK
168
167
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

EROSION CONTROL PLAN
69 EC-3
MATCH LINE STA. T1 37+00
( SEE SHEET EC-4 )
MATCH LINE STA. T1 27+00 ( SEE SHEET EC-2 ) MACHADO LN VALLEY OAK DR

JUANITA WAY

CIRBY CREEK
168
167
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
70 EC-4
MATCH LINE STA. T1 45+00
( SEE SHEET EC-5 ) MATCH LINE STA. T1 37+00
( SEE SHEET EC-3 )

EROSION CONTROL PLAN

JUANITA WAY

CREEKSIDE
CT

JO ANNE LN

CIRBY CREEK
168
167
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
71 EC-5
MATCH LINE STA. T1 53+00
( SEE BELOW )
MATCH LINE STA. T1 45+00
( SEE SHEET EC-4)
MATCH LINE STA. T1 53+00
( SEE ABOVE )

EROSION CONTROL PLAN
INTERSTATE 80

CIRBY CREEK

MARLIN DR

FAWN CT

CIRBY CREEK
168
167
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

EROSION CONTROL PLAN
72 EC-6
MATCH LINE STA. T2 71+00 ( SEE BELOW ) MATCH LINE STA. T2 81+00 ( SEE SHEET EC-7 ) MATCH LINE STA. T2 71+00 ( SEE ABOVE )

MARLIN DR

FAWN CT

MARLIN DR

DEER CT

WANDA LEE CT

TINA WAY

CIRBY CREEK

MARLIN DR

CORAL DR

CORAL WAY

TINA WAY

EASTWOOD PARK

CIRBY CREEK
168
167
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
73 EC-7
MATCH LINE STA. T2 88+00 ( SEE SHEET EC-8 )
MATCH LINE STA. T2 81+00 ( SEE SHEET EC-6 )

EROSION CONTROL PLAN

CIRBY CREEK

LINDA CREEK
168
167
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
74 EC-8 MATCH LINE STA. T2 99+00 ( SEE BELOW )
MATCH LINE STA. T2 88+00 ( SEE SHEET EC-7 )
MATCH LINE STA. T2 99+00 ( SEE ABOVE )

EROSION CONTROL PLAN

SUNRISE AVE

LINDA CREEK STOP STOP STOP PED XING PED XING OAK RIDGE DR

MEADOW GATE DR

LINDA CREEK
168
167
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

EROSION CONTROL PLAN
75 EC-9
MATCH LINE STA. T3 154+00
( SEE SHEET EC-10 )
168
167
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

EROSION CONTROL PLAN
76 EC-10
MATCH LINE STA. T3 164+00 ( SEE BELOW )
MATCH LINE STA. T3 154+00 ( SEE SHEET EC-9 )
MATCH LINE STA. T3 164+00 ( SEE ABOVE)

LINDA CREEK

ROCKY RIDGE DR

LINDA CREEK
168
167
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
77 ECD-1

EROSION CONTROL DETAILS
168
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TEMPORARY WATER POLLUTION CONTROL
78 WPC-1
MATCH LINE STA. T1 16+00
( SEE SHEET WPC-2 )

DARLING WAY

CLINTON AVE

DRY CREEK
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TEMPORARY WATER POLLUTION CONTROL
79 WPC-2
MATCH LINE STA. T1 16+00 ( SEE SHEET WPC-1 ) MATCH LINE STA. T1 27+00 ( SEE SHEET WPC-3 )

RIVERSIDE AVE

MACHADO LN

DRY CREEK

CIRBY CREEK
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TEMPORARY WATER POLLUTION CONTROL
80 WPC-3
MATCH LINE STA. T1 37+00
( SEE SHEET WPC-4 ) MATCH LINE STA. T1 27+00 ( SEE SHEET WPC-2 ) MACHADO LN VALLEY OAK DR

JUANITA WAY

CIRBY CREEK
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TEMPORARY WATER POLLUTION CONTROL
81 WCP-4
MATCH LINE STA. T1 45+00
( SEE SHEET WPC-5 ) MATCH LINE STA. T1 37+00
( SEE SHEET WPC-3 )

JUANITA WAY

CREEKSIDE
CT

JO ANNE LN

CIRBY CREEK
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TEMPORARY WATER POLLUTION CONTROL
82 WPC-5
MATCH LINE STA. T1 53+00
( SEE BELOW )
MATCH LINE STA. T1 45+00
( SEE SHEET WPC-4)
MATCH LINE STA. T1 53+00
( SEE ABOVE )
INTERSTATE 80

CIRBY CREEK

MARLIN DR

FAWN CT

CIRBY CREEK
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TEMPORARY WATER POLLUTION CONTROL
83 WPC-6 MATCH LINE STA. T2 71+00 ( SEE BELOW )
MATCH LINE STA. T2 81+00 ( SEE SHEET WPC-7 )
MATCH LINE STA. T2 71+00 ( SEE ABOVE )

MARLIN DR

FAWN CT

MARLIN DR

DEER CT

WANDA LEE CT

TINA WAY

CIRBY CREEK

MARLIN DR

CORAL DR

CORAL WAY

TINA WAY

EASTWOOD PARK

CIRBY CREEK
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TEMPORARY WATER POLLUTION CONTROL
84 WPC-7
MATCH LINE STA. T2 88+00 ( SEE SHEET WPC-8 )
MATCH LINE STA. T2 81+00 ( SEE SHEET WPC-6 )

CIRBY CREEK

LINDA CREEK
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TEMPORARY WATER POLLUTION CONTROL
85 WPC-8 MATCH LINE STA. T2 99+00 ( SEE BELOW )
MATCH LINE STA. T2 88+00 ( SEE SHEET WPC-7 )
MATCH LINE STA. T2 99+00 ( SEE ABOVE )

SUNRISE AVE

LINDA CREEK STOP STOP STOP PED XING PED XING OAK RIDGE DR

MEADOW GATE DR

LINDA CREEK
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TEMPORARY WATER POLLUTION CONTROL
86 WPC-9
MATCH LINE STA. T3 154+00
( SEE SHEET WPC-10 )
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TEMPORARY WATER POLLUTION CONTROL
87 WPC-10
MATCH LINE STA. T3 164+00
( SEE BELOW ) MATCH LINE STA. T3 154+00
( SEE SHEET WPC-9 )
MATCH LINE STA. T3 164+00 ( SEE ABOVE)

LINDA CREEK

ROCKY RIDGE DR

LINDA CREEK
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
88 CS-1
MATCH LINE T1 STA. 45+00 SEE SHEET CS-2

CONSTRUCTION AREA SIGNS

STOP DARLING WAY DRY CREEK
INTERSTATE -80

RIVERSIDE AVE

CIRBY CREEK

CLINTON AVE
DETAIL B-1
DETAIL C-1 DETAIL D-1 CS- SB 1: THE ROAD REPAIR AND
ACCOUNTABILITY ACT OF 2017 TRAIL
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
89 CS-2
MATCH LINE T2 STA. 90+00 SEE SHEET CS-3
MATCH LINE T1 STA. 45+00 SEE SHEET CS-1

CONSTRUCTION AREA SIGNS
MARLIN DR.

INTERSTATE -80

CIRBY CREEK

CIRBY CREEK
CORAL DR.
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
90 CS-3
MATCH LINE T2 STA. 90+00 SEE SHEET CS-2

CONSTRUCTION AREA SIGNS SUNRISE BLVD LINDA CREEK

LINDA CREEK OAK RIDGE DR ROCKY RIDGE DR LINDA CREEK

STOP RIVERSIDE AVE
66'-3" 12' 97' 101'-9" 13'-4"
12' 15'-3"
54'-11" 35'-2" 27'-3" 108'-1" 56'-6" 31'-1"
4' 135°
22'-1"
R15' 6'-6"
20' 14' 20' 20' 14' 20' 45° TYP. 45° TYP. R5' 27' R5' 135° R32' 2' 135° 18' TYP 9' TYP R32'
R32' 14'
R1'
R1'
14'
R5' 7'-7" 135° 135° 135° R1' R1' 8' 135° 60'-4" 15'-11" 36'-9" 3'-11" 14'
14'
6'-6" 8"
10 YR WSE
10 YR WSE
10 YR WSE
10 YR WSE
100 YR WSE
10' CLEAR MIN
33'
4'
2'-6"
15' 30' R23' R23' R5' R23'
10'
5'
9' TYP.

DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
168

RENEWAL DATEE F ST E O AT AL I F C R
S

REGI ET
LIC. #6173 LAN ED DSCAP RN O I A
ECT
CH
AR
TI

BRIAN D BURCHFIELD
11-19-24 TRAILHEAD LAYOUT & FURNISHING PLAN
L-1 2
LD-2 3
LD-2 4
LD-2 6
LD-2
91 7
LD-2 5
LD-2

RIVERSIDE AVE
10 YR WSE
10 YR WSE
10 YR WSE
10 YR WSE
100 YR WSE
10 YR WSE
100 YR WSE DRY CREEK GREENWAY EAST PHASE 1 TRAIL IMPROVEMENT PROJECT 168 RENEWAL DATEE F ST E O AT F CAL I R S REGI ET LIC. #6173 LAN ED DSCAP RN O I A ECT CH AR TI BRIAN D BURCHFIELD 11-19-24 GRADING PLAN TGP-192

RIVERSIDE AVE

MARLIN DR

SUNRISE AVE

OAK RIDGE ROAD

ROCKY RIDGE DRIVE
W9
W9 DRY CREEK GREENWAY EAST PHASE 1 TRAIL IMPROVEMENT PROJECT 168 RENEWAL DATE E
F
ST E O

AT F CAL I
R
S REGI ET LIC. #6173
LAN

ED DSCAP
RN
O I A
ECT CH
AR
TI BRIAN D BURCHFIELD 11-19-24 LANDSCAPE OVERVIEW AND NOTES P-1 1P2
1P3
1P5
1P6 93
2P4
1P4

RIVERSIDE AVE
10 YR WSE
10 YR WSE
10 YR WSE
10 YR WSE
100 YR WSE
6 LD-1
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
168

RENEWAL DATE
E
F
ST E O

AT AL I F C
R

S REGI ET
LIC. #6173
LAN

ED DSCAP

RN O I A
ECT CH
AR TI

BRIAN D BURCHFIELD
11-19-24 LANDSCAPE PLAN
P-2
94 EASTWOOD PARK 10 YR WSE
10 YR WSE
100 YR WSE
100 YR WSE

MARLIN DR
CIRBY CREEK DRY CREEK GREENWAY EAST PHASE 1 TRAIL IMPROVEMENT PROJECT 168 RENEWAL DATEE F ST E O AT F CAL I R S REGI ET LIC. #6173 LAN ED DSCAP RN O I A ECT CH AR TI BRIAN D BURCHFIELD 11-19-24 LANDSCAPE & FURNISHING PLAN P-395 4 LD-2 4 LD-2 10 YR WSE 10 YR WSE
100 YR WSE
100 YR WSE
10 YR WSE 100 YR WSE
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
168

RENEWAL DATE
E
F

ST E O AT F AL I C
R
S
REGI
ET
LIC. #6173
LAN
ED
DSCAP

RN O IA
ECT
CH AR
TI

BRIAN D BURCHFIELD
11-19-24

LANDSCAPE & FURNISHING PLAN
P-4
96 PLAN 1PLAN 2
10 YR WSE 100 YR WSE

OAK RIDGE ROAD
STOP MEADOW OAKS OF ROSEVILLE LINDA CREEK DRY CREEK GREENWAY EAST PHASE 1 TRAIL IMPROVEMENT PROJECT 168 RENEWAL DATEE F ST E O AT F CAL I R S REGI ET LIC. #6173 LAN ED DSCAP RN O I A ECT CH AR TI BRIAN D BURCHFIELD 11-19-24 LANDSCAPE & FURNISHING PLAN P-597 4 LD-2 10 YR WSE
ROCKY RIDGE ROAD LINDA CREEK DRY CREEK GREENWAY EAST PHASE 1 TRAIL IMPROVEMENT PROJECT 168 RENEWAL DATEE F ST E O AT F CAL I R S REGI ET LIC. #6173 LAN ED DSCAP RN O I A ECT CH AR TI BRIAN D BURCHFIELD 11-19-24 LANDSCAPE & FURNISHING PLAN P-698 4 LD-2

1. THE CONTRACTOR SHALL REVIEW RELATED DRAWINGS AND SHALL ENSURE COORDINATION WITH ALL APPLICABLE TRADES PRIOR TO SUBMITTING BID. 2. THE IRRIGATION SYSTEM SHALL BE INSTALLED IN CONFORMANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND FEES RELATING TO THE WORK. 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS A MINIMUM OF 18” FROM ADJACENT HARDSCAPE. AVOID ANY CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. PARALLEL PIPES MAY BE INSTALLED IN COMMON TRENCH. PIPES ARE NOT TO BE INSTALLED DIRECTLY ABOVE ONE ANOTHER. 4. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE CITY’S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 5. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BE FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. THEY SHALL COORDINATE THEIR WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. CONTRACTOR TO VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO THE EXCAVATION OF TRENCHES. CONTRACTOR IS TO REPAIR ANY DAMAGE CAUSED BY THE WORK AT NO ADDITIONAL COST TO THE OWNER. 6. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC., WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF THE WORK AND PLAN THE WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING, AND ARCHITECTURAL FEATURES.

7. IRRIGATION CONTROL WIRE SHALL BE #12, U.L. APPROVED FOR DIRECT BURIAL. COMMON WIRE SHALL BE #12 U.L. APPROVED AND SHALL BE WHITE IN COLOR. WIRING TO INDIVIDUAL REMOTE CONTROL VALVES SHALL BE COLOR OTHER THAN WHITE. 8. EACH CONTROLLER SHALL HAVE ITS OWN INDEPENDENT GROUND WIRE. 9. REMOTE CONTROL VALVES SHALL BE WIRED TO CONTROLLER IN SEQUENCE AS SHOWN ON PLANS. RUN WIRE FROM EACH RCV TO THE CONTROLLER. SPLICING WIRES TOGETHER OUTSIDE OF VALVE BOXES WILL NOT BE PERMITTED. 10. SPLICING OF 24-VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 36” COIL OF EXCESS WIRE AT EACH SPLICE AND 100 FEET ON CENTER ALONG WIRE RUN. TAPE WIRE IN BUNDLES 10 FEET ON CENTER. NO TAPING PERMITTED INSIDE SLEEVES. 11. INSTALL ONE (1) SPARE CONTROL WIRE FOR EVERY 6 (SIX) STATIONS ON THE CONTROLLER ALONG THE ENTIRE MAIN LINE. SPARE WIRES SHALL BE THE SAME COLOR (ONE WITH A WHITE STRIPE) AND OF A DIFFERENT COLOR THAN OTHER CONTROL WIRES. LOOP 36” EXCESS WIRE INTO EACH SINGLE VALVE BOX AND INTO ONE VALVE BOX IN EACH GROUP OF VALVES. 12. INSTALL VALVE BOXES MINIMUM 12” FROM AND PERPENDICULAR TO WALK, CURB, OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, EACH BOX SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, ETC. AND EACH BOX SHALL BE MINIMUM 12” APART. SHORT SIDE OF VALVE BOXES SHALL BE PARALLEL TO WALK, CURB, ETC. 13. REMOTE CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT EACH REMOTE CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY THE CITY INSPECTOR PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR REMOTE CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE CITY INSPECTOR. MINOR MODIFICATIONS OF VALVE LOCATIONS AS REQUESTED BY THE COUNTY INSPECTOR SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. 14. LOCATE QUICK COUPLING VALVE 12” FROM HARDSCAPE AREA. 15. ALL MAIN LINES SHALL BE FLUSHED PRIOR TO THE INSTALLATION OF IRRIGATION HEADS. AT 30 DAYS AFTER INSTALLATION EACH SYSTEM SHALL BE FLUSHED TO ELIMINATE GLUE AND DIRT PARTICLES FROM THE LINES. 16. NOTIFY CITY INSPECTOR OF ANY ASPECTS OF LAYOUT THAT WILL PROVIDE INCOMPLETE OR INSUFFICIENT WATER COVERAGE OF PLANT MATERIAL AND DO NOT PROCEED UNTIL INSTRUCTIONS ARE OBTAINED. REPAIR ALL EXISTING MATERIALS DAMAGED DURING CONSTRUCTION. 17. IN ADDITION TO THE SLEEVES AND CONDUITS SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE INSTALLATION OF SLEEVES AND CONDUITS OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. 18. SLEEVES SHALL BE MINIMUM 2X DIAMETER OF PIPE SLEEVES. ALL CONTROL WIRE SHALL BE INSTALLED IN A SEPARATE 2-INCH CONDUIT UNDER PAVING. SLEEVING SHALL EXTEND MINIMUM 12” BEYOND PAVING. 19. ALL EXCAVATIONS ARE TO BE FILLED WITH COMPACTED BACKFILL. CONTRACTOR TO REPAIR ALL SETTLED TRENCHES PROMPTLY, FOR A PERIOD OF 1 YEAR AFTER COMPLETION OF WORK. ADDITIONALLY, CONTRACTOR SHALL WARRANT THAT THE IRRIGATION SYSTEM WILL BE FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF 1 YEAR AFTER FINAL ACCEPTANCE OF WORK. 20. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN ON THE IRRIGATION DRAWINGS. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE CITY’S AUTHORIZED REPRESENTATIVE. 21. IRRIGATION DEMAND: REFER TO SHEET IR-02. 22. OPERATE IRRIGATION CONTROLLER(S) BETWEEN THE HOURS OF 10:00 PM AND 7:00 AM. 23. IRRIGATION CONTRACTOR SHALL PROVIDE AND PAY FOR INSPECTION AND TESTING OF BACKFLOW PREVENTION DEVICE. INSPECTION SHALL BE PERFORMED BY AN INSPECTOR CERTIFIED BY THE CITY OF ROSEVILLE DEPARTMENT OF ENVIRONMENTAL UTILITIES. THE INSPECTION CERTIFICATION SHALL BE COMPLETED AND SUBMITTED TO THE WATER PURVEYOR, AND A COPY SHALL BE SUBMITTED TO THE CITY INSPECTOR AND DEPARTMENT OF ENVIRONMENTAL UTILITIES. 24. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 811 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. IRRIGATION NOTES SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL Rain Bird R-VAN-STRIP RD-12-SAM-P45 Shrub Rotary, 5`x15` (LCS and RCS), 5`x30` (SST) Hand Adjustable Multi-Stream Rotary w/ RD1800 shrub spray body on 12" pop-up, with check valve and 45 psi in-stem pressure regulator. 1/2" NPT Female Threaded Inlet. 2 45 2/ID-2 Rain Bird R-VAN14 RD-12-SAM-P45 Shrub Rotary, 8`-14` 45-270 degrees and 360 degrees. Hand Adjustable Multi-Stream Rotary w/RD1800 shrub spray body on 12" pop-up, with check valve and 45 psi in-stem pressure regulator. 1/2" NPT Female Threaded Inlet. 14 45 2/ID-2 Rain Bird R-VAN18 RD-12-SAM-P45 Shrub Rotary, 13`-18` 45-270 degrees and 360 degrees. Hand Adjustable Multi-Stream Rotary w/RD1800 shrub spray body on 12" pop-up, with check valve and 45 psi in-stem pressure regulator. 1/2" NPT Female Threaded Inlet. 12 45 2/ID-2 Rain Bird R-VAN24 RD-12-SAM-P45 Shrub Rotary, 17`-24` 45-270 degrees and 360 degrees. Hand Adjustable Multi-Stream Rotary w/RD1800 shrub spray body on 12" pop-up, with check valve and 45 psi in-stem pressure regulator. 1/2" NPT Female Threaded Inlet. 5 45 2/ID-2 Hunter PROS-06-CV-MSBN 10F Multi-Stream Bubbler, 6" pop-up, factory installed drain check valve, 25=.25gpm, 50=0.5gpm, 10=1.0gpm, 20=2.0gpm. 33 30 7/ID-1 Rain Bird RWS-B-C 1401 Root Watering System with 4.0" diameter x 36.0" long with locking grate, semi-rigid mesh tube, and check valve. Rain Bird bubbler option as indicated: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0 GPM, 1408 2.0 GPM. 18 30 6/ID-1 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL Rain Bird XCZ-100-PRB-COM Wide Flow Drip Control Kit for Commercial Applications. 1" Ball Valve with 1" PESB Valve and 1" Pressure Regulating 40psi Quick-Check Basket Filter. 0.3gpm to 20gpm. 3 2/ID-1 Area to Receive Dripline Netafim TLHCVXR-CS-033-18 Techline HCVXR-CS Pressure Compensating Landscape Dripline with Copper Stripe, Check Valve and Anti-Siphon feature. 0.33 GPH emitters at 18" O.C. Dripline laterals spaced at 18" apart, with emitters offset for triangular pattern. 17mm. 8,987 s.f. 5/ID-2 LST RSTSST 14 ADJ 14 F 18 ADJ 18 F 24 ADJ 24 F 20F10F10H50H50Q25Q1401 1402 1404 1408 IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL Rain Bird PESB 1", 1-1/2", 2" Plastic Industrial Valves. Low Flow Operating Capability, Globe Configuration. With Scrubber Technology for Reliable Performance in Dirty Water Irrigation Applications. 5 1/ID-1 Rain Bird 44-LRC 1" Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Locking Thermoplastic Rubber Cover, and 2-Piece Body. 4 3/ID-1 Nibco T-113 Class 125 bronze gate shut off valve with wheel handle, same size as mainline pipe diameter at valve location. Size Range - 1/4" - 3" 3 4/ID-1 Buckner-Superior 3000 1" Normally Closed Brass Master Valve that Provides Dirty Water Protection and 3-Way Solenoid Design. Available in 1", 1-1/4", 1-1/2", 2", 2-1/2" and 3" sizes. 1 5/ID-1 Febco 825Y 1" Reduced Pressure Backflow Preventer 1 1/ID-2 Controller by calsense CS3000-8-S1/CS3000-GR/GR-STUBBY/COMM5YR/ FM-1.25B 1 4/ID-2 Calsense FM1.25-B 1 5/ID-1 Barrett IBCM1-1-2-1.5/VFD-F/QP Simplex Water Pressure Booster System as Designed and Fabricated by Barrett Engineered Pumps. 1/2 HP 60 feet pump total head 1 3/ID-2 Water Meter 1" City of Roseville 1 Irrigation Lateral Line: PVC Schedule 40 1,580 l.f. Irrigation Mainline: PVC Schedule 40 337.1 l.f. Pipe Sleeve: PVC Class 200 SDR 21 153.6 l.f. MV BFCFSPM#" # Valve Number Valve Size Valve Flow Valve Callout # DRY CREEK GREENWAY EAST PHASE 1 TRAIL IMPROVEMENT PROJECT 168 RENEWAL DATEE F ST E O AT F CAL I R S REGI ET LIC. #6173 LAN ED DSCAP RN O I A ECT CH AR TI BRIAN D BURCHFIELD 11-19-24 IRRIGATION LEGEND AND NOTES IR-1 99 "I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN." _______________________________________________________________________________ LANDSCAPE ARCHITECT DATE 08/12/2022 NUMBER MODEL TYPE PRECIP SUN MON TUE WED THU FRI SAT IN./WEEK MIN./WEEK GAL./WEEK GAL./DAY 1 Rain Bird XCZ-100-PRB-COM Area for Dripline 0.31 in/h 29 min 29 min 0.3 58 386.6 193.3 2 Rain Bird PESB Bubbler 1.7 in/h 11 min 0.3 11 22 22
3 Rain Bird XCZ-100-PRB-COM Area for Dripline 0.29 in/h 31 min 31 min 0.3 62 600.5 300.3 4 Rain Bird PESB Bubbler 1.7 in/h 11 min 0.3 11 33 33
5 Rain Bird XCZ-100-PRB-COM Area for Dripline 0.28 in/h 80 min 80 min 0.75 160 1,734 866.86 Rain Bird PESB Bubbler 1.7 in/h 11 min 0.3 11 44 447 Rain Bird PESB Bubbler 30.64 in/h 1 min 0.3 1 8.3 8.38 Rain Bird PESB Shrub Rotary 0.59 in/h 16 min 16 min 0.3 31 936.0 468.0 TOTALS: 60 96 34 60 96 345 3,764 1,936

WATERING SCHEDULE
Generated: 2022-08-11 13:24
P.O.C. NUMBER: 01
Water Source Information: City of Roseville

FLOW AVAILABLE
Water Meter Size: 1"
Flow Available 37.5 GPMPRESSURE AVAILABLE
Static Pressure at POC: 60.00 PSI
Elevation Change: 1.00 ft
Service Line Size: 2"
Length of Service Line: 10 ftBooster Pump pressure provided: 25.00 psiPressure Available: 84.00 psiDESIGN ANALYSISMaximum Station Flow: 30.19 GPMFlow Available at POC: 37.5 GPMResidual Flow Available: 7.31 GPMPressure Req. at Critical Station: 55.82 PSILoss for Fittings: 0.18 PSILoss for Main Line: 1.75 PSILoss for POC to Valve Elevation: 0 PSILoss for Backflow: 10.5 PSILoss for Master Valve: 5.78 PSILoss for Water Meter: 5.38 PSI Critical Station Pressure at POC: 79.41 PSI
Pressure Available: 84 PSIResidual Pressure Available: 4.59 PSI

CRITICAL ANALYSIS
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
168

RENEWAL DATE
E
F

ST E O AT F AL I C
R
S
REGI
ET
LIC. #6173
LAN
ED
DSCAP

RN O IA
ECT
CH AR
TI

BRIAN D BURCHFIELD
11-19-24

IRRIGATION LEGEND AND NOTES
IR-2
100

WATER EFFICIENT LANDSCAPE CALCULATION
RIVERSIDE AVE M BF MV FSC 12" 3 4" 3 4" 1" 3 4" 1" 114" 12"12" 12" 114" 112" 1 1 2" 12" 12"12" 3 4" 12"1 1" 2" 12" 33 4"4" 1"12" 3 4" 3 4" 1" 12" 12" 12"3 4" P 12"1" 12"1" 1"2" 2" 6.67 11" 2.00 21" 9.69 31" 3.00 41" 10.8 51" 4.00 61" 8.25 71" 30.2 8112" 4" 2" 3" 1" 1" SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird R-VAN-STRIP RD-12-SAM-P45 Shrub Rotary, 5`x15` (LCS and RCS), 5`x30` (SST) Hand Adjustable Multi-Stream Rotary w/ RD1800 shrub spray body on 12" pop-up, with check valve and 45 psi in-stem pressure regulator. 1/2" NPT Female Threaded Inlet. Rain Bird R-VAN14 RD-12-SAM-P45 Shrub Rotary, 8`-14` 45-270 degrees and 360 degrees. Hand Adjustable Multi-Stream Rotary w/RD1800 shrub spray body on 12" pop-up, with check valve and 45 psi in-stem pressure regulator. 1/2" NPT Female Threaded Inlet. Rain Bird R-VAN18 RD-12-SAM-P45 Shrub Rotary, 13`-18` 45-270 degrees and 360 degrees. Hand Adjustable Multi-Stream Rotary w/RD1800 shrub spray body on 12" pop-up, with check valve and 45 psi in-stem pressure regulator. 1/2" NPT Female Threaded Inlet. Rain Bird R-VAN24 RD-12-SAM-P45 Shrub Rotary, 17`-24` 45-270 degrees and 360 degrees. Hand Adjustable Multi-Stream Rotary w/RD1800 shrub spray body on 12" pop-up, with check valve and 45 psi in-stem pressure regulator. 1/2" NPT Female Threaded Inlet. Hunter PROS-06-CV-MSBN 10F Multi-Stream Bubbler, 6" pop-up, factory installed drain check valve, 25=.25gpm, 50=0.5gpm, 10=1.0gpm, 20=2.0gpm. Rain Bird RWS-B-C 1401 Root Watering System with 4.0" diameter x 36.0" long with locking grate, semi-rigid mesh tube, and check valve. Rain Bird bubbler option as indicated: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0 GPM, 1408 2.0 GPM. SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird XCZ-100-PRB-COM Wide Flow Drip Control Kit for Commercial Applications. 1" Ball Valve with 1" PESB Valve and 1" Pressure Regulating 40psi Quick-Check Basket Filter. 0.3gpm to 20gpm. Area to Receive Dripline Netafim TLHCVXR-CS-033-18 Techline HCVXR-CS Pressure Compensating Landscape Dripline with Copper Stripe, Check Valve and Anti-Siphon feature. 0.33 GPH emitters at 18" O.C. Dripline laterals spaced at 18" apart, with emitters offset for triangular pattern. 17mm. LST RSTSST 14 ADJ 14 F 18 ADJ 18 F 24 ADJ 24 F 20F10F10H50H50Q25Q1401 1402 1404 1408 IRRIGATION SCHEDULE emitters offset for triangular pattern. 17mm. SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird PESB 1", 1-1/2", 2" Plastic Industrial Valves. Low Flow Operating Capability, Globe Configuration. With Scrubber Technology for Reliable Performance in Dirty Water Irrigation Applications. Rain Bird 44-LRC 1" Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Locking Thermoplastic Rubber Cover, and 2-Piece Body. Nibco T-113 Class 125 bronze gate shut off valve with wheel handle, same size as mainline pipe diameter at valve location. Size Range - 1/4" - 3" Buckner-Superior 3000 1" Normally Closed Brass Master Valve that Provides Dirty Water Protection and 3-Way Solenoid Design. Available in 1", 1-1/4", 1-1/2", 2", 2-1/2" and 3" sizes. Febco 825Y 1" Reduced Pressure Backflow Preventer Controller by calsense CS3000-8-S1/CS3000-GR/GR-STUBBY/COMM5YR/ FM-1.25B Calsense FM1.25-B Barrett IBCM1-1-2-1.5/VFD-F/QP Simplex Water Pressure Booster System as Designed and Fabricated by Barrett Engineered Pumps. 1/2 HP 60 feet pump total head Water Meter 1" City of Roseville Irrigation Lateral Line: PVC Schedule 40 Irrigation Mainline: PVC Schedule 40 Pipe Sleeve: PVC Class 200 SDR 21 MV BFCFSPM#" # Valve Number Valve Size Valve Flow Valve Callout # DRY CREEK GREENWAY EAST PHASE 1 TRAIL IMPROVEMENT PROJECT 168 RENEWAL DATEE F ST E O AT F CAL I R S REGI ET LIC. #6173 LAN ED DSCAP RN O I A ECT CH AR TI BRIAN D BURCHFIELD 11-19-24 IRRIGATION PLAN IR-3 101 NOTES: 1. IRRIGATION EQUIPMENT SHOWN OUTSIDE OF PLANTING AREAS FOR GRAPHIC CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN PLANTING AREAS 2. FOR COMPLETE IRRIGATION EQUIPMENT SCHEDULE SEE SHEET IR-0 3. CONTRACTOR TO PROVIDE 120V 60HZ CONTINUOUSLY HOT ELECTRICAL POWER TO PROPOSED IRRIGATION CONTROLLER PROPOSED POINT OF CONNECTION TO PROPOSED 6" POTABLE WATER SERVICE LINE SEE ELECTRICAL PLAN, POWER FOR CONTROLLER WILL COME OFF OF THE RESTROOM DRY CREEK GREENWAY EAST PHASE 1 TRAIL IMPROVEMENT PROJECT 168 RENEWAL DATEE F ST E O AT F CAL I R S REGI ET LIC. #6173 LAN ED DSCAP RN O I A ECT CH AR TI BRIAN D BURCHFIELD 11-19-24 IRRIGATION DETAILS ID-1 102 REMOTE CONTROL VALVE W/CONCRETE BOX N.T.S. 30-INCH LINEAR LENGTH OF WIRE, COILED WATERPROOF CONNECTION RAINBIRD SPLICE-1 (1 OF 2) VALVE ID TAG REMOTE CONTROL VALVE RAINBIRD 100-PEB FINISHED GRADE/TOP OF MULCH VALVE BOX CONCRETE W/ CAST IRON LID MARKED 'RCV' PVC SCHEDULE 80 NIPPLE PVC SCH 40 ELL PVC SCHEDULE 80 NIPPLE LENGTH AS REQUIRED BRICK (1 OF 4) PVC MAINLINE PIPE SCH 80 NIPPLE AND SCH 40 ELL SCH 40 TEE OR ELL 3-INCH MIN OF 3/4" WASHED GRAVEL PVC LATERAL PIPE PVC SCH 40 MALE ADAPTOR 3" MIN 1 P-CO-67 DRIPZONE VALVE W/CONCRETE BOX N.T.S. VALVE BOX CONCRETE W/ CAST IRON LID MARKED 'RCV' FINISHED GRADE PVC SCH 40 ELL LATERAL PIPE MAINLINE PIPE 3-INCH MIN 3/4" WASHED GRAVEL LATERAL PIPE PVC SCH 40 FEMALE ADAPTOR PVC SCH 80 NIPPLE PVC SCH 40 TEE OR ELL 1" BALL VALVE VALVE ID TAG REMOTE CONTROL VALVE : RAINBIRD XCZ-100-COM PRESSURE REGULATING QUICK CHECK BASKET FILTER: RAINBIRD PRB-QKCHK-100 (4) COMMON BRICK SUPPORTS P-CO-66 2 QUICK COUPLER VALVE W/CONCRETE BOX N.T.S. CONCRETE VALVE BOX W/LOCKING CAST IRON COVER MARKED 'QC' FINISH GRADE QUICK COUPLING VALVE: RAINBIRD 44 LRC W/ LOCKING COVER PVC SCH 80 NIPPLE PVC SCH 40 STREET ELL PVC SCH 80 NIPPLE PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE 2" X 2" REDWOOD STAKE W/ STAINLESS STEEL GEAR CLAMPS BRICK (1 OF 2) 3" MIN 3/4" WASHED GRAVEL P-CO-65 3 N.T.S. GATE VALVE FINISH GRADE 10" DIAMETER ROUND CONCRETE VALVE BOX WITH CAST IRON LID MARKED "GV" EISEL ENTERPRISES SERIES 10 OR EQUAL SET BOX 1" ABOVE GRADE IN PLANTING AREAS 4 COMMON BRICK SUPPORTS 10" DIAMETER PVC PIPE EXTENSION; LENGTH AS REQUIRED PVC MAIN LINE 6" SCHEDULE 80 THREADED NIPPLE NIBCO T-113 BRONZE GATE VALVE; LINE SIZE SLIP/THREAD COUPLING 18" BELOW FINISH GRADE P-ME-22 4 MASTER VALVE AND FLOW SENSOR N.T.S. FLOW METER AS SPECIFIED (2 WIRES TO CONTROLLER) 24" MINIMUM TO REDUCED PRESSURE BACKFLOW DEVICE 4" BRASS FLANGED ELL 18"X18"X18" CONCRETE SUPPORT BLOCK 2"X4" BRASS FLANGED REDUCER 2" BRASS FLANGE X 1PT ADAPTER FINISHED GRADE 4" BRASS FLANGE ELBOW P.O.C. 12" 24" 2"X24" PVC SCH 80 TOE PIPING. WATERPROOF CONNECTORS MASTER VALVE AS SPECIFIED PVC SCH 80 2"X8" NIPPLE 2"X12" PVC SCH 80 PIPING 2"X6"X16" CONCRETE WALL CAPS, TWO PER BOX, ONE EACH SIDE SPECIFIED RECTANGULAR VAVLE BOXES WITH EXTENSIONS AS NEEDED. VALVE BOXES SHALL BE CONCRETE WITH CAST IRON LOCKING LIDS MARKED FS AND MV. BRASS RISER 5 P-ME-29 FINISH GRADE/TOP OF MULCH ROOT WATERING SYSTEM SWING ASSEMBLY (INCLUDED) 1/2" MALE NPT INLET (INCLUDED) PVC SCHEDULE 40 TEE OR ELL PVC LATERAL LINE 4"WIDE X 36" LONG RIGID BASKET WEAVE CANISTER (INCLUDED) TREE ROOT BALL NOTES: 1. POSITION 2 UNITS EVENLY SPACED ON OPPOSITE SIDES OF ROOTBALL. 2. INSTALL PRODUCT WITH TOP EVEN WITH GROUND SURFACE. 3. WHEN INSTALLING IN HARD OR CLAY SOILS, ADD 3/4" GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION. 4. ONCE RWS UNITS HAVE BEEN INSTALLED FILL BASKETS WITH PEA GRAVEL BEFORE LOCKING LID. ROOT WATERING SYSTEM INSTALLATION 1/2" = 1'-0" P-SA-20 6 N.T.S. MULTI-STREAM BUBBLER ON POPUP W/PVC PIPE 112" 1 2 34 5 6 1 RAINBIRD MULTI-STREAM BUBBLER AS SPECIFIED 2 RAINBIRD 1800 PRS-45 SPRAY BODY OR APPROVED EQUAL 3 FINISHED GRADE 4 1/2" MPT TO BARB ELL. 5 1/2"Ø X 12" SCH.80 NIPPLE 6 PVC TEE AT LATERAL LINE 7 P-GA-17 PIPE UNDER PAVEMENT N.T.S. 12" MIN. 36" MIN. UNDISTURBED SUBGRADE IRRIGATION LATERAL LINE IN SLEEVE CONTROL WIRE IN CONDUIT (WHERE OCCURS) IRRIGATION MAINLINE IN SLEEVE ELECTRICAL CONDUIT (120VAC) WHERE OCCURS 2 INCHES CLEAN SAND BEDDING A.C. OR P.C.C. PAVING ON BASE CLEAN BACKFILL 95% COMPACTION OR PER CIVIL ENGINEER'S PLANS NOTES: 1. SLEEVE SIZE SHALL BE MIN. 2X PIPE SIZE OR AS NOTED ON THE PLANS. 2. ALL SLEEVES SHALL EXTEND 12" BEYOND THE EDGE OF PAVEMENT. FINISH SURFACE 4" 4" 8 P-SO1-19 DRY CREEK GREENWAY EAST PHASE 1 TRAIL IMPROVEMENT PROJECT 168 RENEWAL DATEE F ST E O AT F CAL I R S REGI ET LIC. #6173 LAN ED DSCAP RN O I A ECT CH AR TI BRIAN D BURCHFIELD 11-19-24 IRRIGATION DETAILS ID-2 103 BACKFLOW PREVENTER N.T.S. FEBCO 825Y REDUCED PRESSURE BACKFLOW DEVICE BACKFLOW COVER GS-1 BY GUARDSHACK, GREEN PAINTED, W/ 2 LOCKS ON 4" CONC. SLAB BRASS NIPPLES AND ELL AS REQUIRED BRASS UNIONS AT EACH SIDE BRASS RISERS, SIZE PER MAINLINE MAINLINE PIPE, SIZE AS PER PLANS BRASS ELL AND NIPPLE, TYP. PVC COUPLER OR REDUCER AS REQUIRED, TYP. CONCRETE THRUST BLOCKS, 90 LBS. OF CONCRETE EACH, TYP. COVER SIZE + 6" 4" THICK MIN. CONC. PAD SLOPE 1% TO DRAIN SERVICE SIDE 12" MIN. NOTES: 1. ALL FITTINGS AND RISERS TO BE RED BRASS 2. VERIFY EXACT LOCATION WITH ENGINEER PRIOR TO INSTALLATION 3. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 1 P-CO-12 12 INCH POP-UP SPRINKLER WITH ROTARY NOZZLE N.T.S. 123 3 4 5 5 6 7 1 FINISH GRADE 12" POP-UP SPRAY SPRINKLER WITH RAINBIRD ROTARY NOZZLE PER PLANS OR APPROVED EQUAL 2 PVC SCH. 80 NIPPLE (LENGTH AS REQUIRED) 34 PVC SCH. 40 ELL 5 PVC SCH. 40 STREET ELL 6 PVC SCH. 40 TEE OR ELL 7 PVC LATERAL PIPE 24" MIN. WHERE OCCURS HARDSCAPE WHERE OCCURS NOTES: 1. PER MWELO DO NOT INSTALL CLOSER THAN 2-FEET TO ANY EXISTING OR PROPOSED HARDSCAPE. 2. HAND ADJUST ROTARY NOZZLE SPREAD IN THE FIELD TO ENSURE FULL COVERAGE AND NO HARDSCAPE OVERSPRAY 2 P-RO-56 PUMP HAND OFF AUTO 12 345678 910 11 12 13 IRRIGATION BOOSTER PUMP N.T.S. 1 CLOSE-COUPLED CENTRIFUGAL PUMP STAINLESS STEEL FITTED 2 NEMA 4X SIMPLEX CONTROL PANEL FOR AUTOMATIC OPERATION 3 STAINLESS 1/4 TURN BALL VALVE 4 1.5 INCH TYPE 304 STAINLESS STEEL 5 STAINLESS STEEL UNION ADAPTER PRESSURE GAUGE, 2 1/2" DIAL, LIQUID FILLED, STAINLESS CASE, 0-200 PSI. 6 CONTRACTOR TO PROVIDE ALL INLET AND OUTLET PIPING; BRASS. WRAP WITH 20 MIL TAPE; DOUBLE WRAP 78 CONCRETE THRUST BLOCKS WHERE APPLICABLE 9 MAIN POWER CONDUIT 10 IRRIGATION CONTROLLER SIGNAL CONDUIT 11 MARINE GRADE ALUMINUM ENCLOSURE 20"D X 30"L X 32"H 12 STRUCTURAL ALUMINUM BASEPLATE 13 QUICK PAD SUPPORT PAD. 35" X 22" 30" 32" NOTES: 1. BARRETT ENGINEERED PUMPS MODEL IBCM1-1-2-1.5/VFD-F/QP OR APPROVED EQUAL. CONTACT GREEN PRODUCT SALES (949)584-7311 2. FINAL PUMP LOCATION TO BE APPROVED IN FIELD BY CITY PROJECT REPRESENTATIVE 3. INSTALL PUMP IN-LINE PER PLANS AND MANUFACTURER'S SPECIFICATIONS 3 P-GA1-19 PVC MAINLINE. END FEED EXAMPLE CENTER FEED EXAMPLE TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. TECHLINE CV MAXIMUM LENGTH OF SINGLE LATERAL (FEET) TECHLINE FLOW PER 100 FEET TECHLINE CV GENERAL GUIDELINES FOR WATERING TIME TYPICAL TECHLINE TUBING LATERALS WITH EMITTER SPACING AS NOTED. STAPLE (TLS6) AT ALL TEES, ELLS, AND AT 5' O.C. AT CLAY, 4' O.C. AT LOAM, OR 3' O.C. AT SAND. POLYETHYLENE OR PVC SUPPLY HEADER, SIZE AS PER HEADER SIZING CHART. MANUAL LINE FLUSHING VALVE PLUMBED TO EXHAUST HEADER, AS FAR FROM THE SUPPLY HEADER AS POSSIBLE. FLUSHING VALVE AT EACH EXHAUST END.

MAXIMUM LENGTH OF SINGLE
LATERAL, SEE CHART.

TYPICAL VALVE, FILTER, PRESSURE REGULATOR.

MAXIMUM LENGTH OF SINGLE
LATERAL, SEE CHART. STEP 1: ADD LENGTH OF ALL TECHLINE LATERAL TUBING CONNECTED TO THE HEADER. STEP 2: DIVIDE THIS TOTAL LENGTH BY 100 TO INDICATE THE LENGHT IN UNITS OF 100. STEP 3: LOCATE THE GPM THAT APPLIES FOR EACH UNIT OF 100 FEET LENGTH ON THE CHART "TECHLINE FLOW PER 100 FEET". MULTIPLY THIS GPM NUMBER TIMES THE UNITS OF 100 FEET FOR THE TOTAL GPM AT THIS HEADER. STEP 4: SIZE THE HEADER WITH THE FOLLOWING: 1 TO 6 GPM: 3/4" HEADER. 6 TO 10 GPM: 1" HEADER. 10 TO 20 GPM: 1 1/4" HEADER. 20 TO 30 GPM: 1 1/2" HEADER. SUPPLY AND EXHAUST HEADER SIZING CHART (UNLESS NOTED ON PLANS) TYPICAL NETAFIM TECHLINE CV REQUIREMENTS N.T.S. LAYOUT ISLAND ODD CURVES IRREGULAR BRANCHING OUT LATERALS JOINING LATERALS SUPPLY HEADER EXHAUST HEADER CHECK LONGEST LATERAL AGAINST CHART FOR MAX. LENGTH OF SINGLE LATERAL TOTAL THE COMBINED LENGTH OF THESE LATERALS AND COMPARE TO THE CHART FOR MAX. LENGTH OF SINGLE LATERAL. AREAS: TRIANGULAR IRREGULAR SLOPE FEED LAYOUT MANUAL LINE FLUSHING VALVE. TECHLINE CV LATERAL TUBING. LATERALS PARALLEL TO THE CONTOURS OF THE SLOPE. PVC EXHAUST HEADER. TOE OF SLOPE. TOP OF SLOPE. PVC SUPPLY HEADER. REMOTE CONTROL VALVE ASSEMBLY. 54" MAXIMUM ELEV. CHANGE WITHOUT CHECK VALVE. IF GREATER, INSTALL INLINE CHECK VALVES EVERY 54" IN ELEV. CHANGE. BOTTOM 1/3 OF SLOPE: CONVENTIONAL SPACING PLUS 25%. TOP 2/3 OF SLOPE: CONVENTIONAL SPACING. TOTAL LENGTH OF TECHLINE TUBING IN THIS AREA CAN NOT EXCEED THE MAX. LENGTH OF RUN. TYPICAL START CONNECTION ON EXHAUST HEADER. TYPICAL START CONNECTION ON SUPPLY HEADER. SEE SUB-HEADER DETAIL. TYPICAL TECHLINE START CONNECTION. PARKING ISLAND TYPICAL LAYOUT MANUAL LINE FLUSHING VALVE PLUMBED TO PVC OR POLY HEADER. WATER SOURCE: DRIP VALVE OR LATERAL FROM VALVE. TYPICAL SUPPLY PIPE. TYPICAL TECHLINE DRIPPER LINE TUBING. TYPICAL PVC OR POLY SUPPLY OR EXHAUST HEADER. P-EL1-03 5 IRRIGATION CONTROLLER PEDESTAL N.T.S. NOTES: 1. CONTACT CALSENSE FOR SPECIFIC CONTROLLER MODEL NUMBER FOR EACH INDIVIDUAL PROJECT 2. ALL CONTROLLER COMPONENTS MUST BE CERTIFIED BY CALSENSE 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND INSTALLING ALL REQUIRED CONTROLLER COMMUNICATIONS. CONTACT CALSENSE FOR EACH PROJECT REQUIREMENTS 123456 78 910 11 CALSENSE ASSEMBLY MODEL #CS3-8-S1/CS3-GR-STUFFY/COMM5YR/FM-1B (TYP.) 12 FLIP TOP OPEN POSITION 3 GFI OUTLET AND SWITCH STAINLESS STEEL ENCLOSURE WITH DOME ANTENNA 4 CONVENTIONAL WIRED STATION AND OPTION TERMINALS 5 #6 AWG GROUNDING WIRE CONNECTED TO GROUND LOG 67 120 VAC JUNCTION BOX 8 MOUNTING BOLTS 9 3/4" GROUNDING SLEEVE 10 GROUNDING ROD 3'-0" SQ.X6" DEEP 2500 PSI CONCRETE BASE 114 P-SO1-06 LANDSCAPED RETENTION SWALE AT PARKING LOT 1/4" = 1'-0" NOTE: 1. RETENTION SWALE AND BASIN SIDE SLOPES TO BE 3 TO 1 MAX. P-LG-04 6 3:1 FLUSH CURB, SEE PLAN DIAGONAL PARKING STALL CURB, SEE PLAN EXISTING SOIL COMPACTED SUBBASE 4"-6" COBBLE ROCK 2" MULCH LAYER PER LANDSCAPING PLAN 24" ROOT BARRIER PLACED CONTINUOUSLY ON ALL SIDES OF BIOFILTRATION BASIN 22" BIORETENTION SOIL MIX (MINIMUM FILTRATION RATE OF 5" PER HOUR) PARKING LOT, SEE PLAN 6" 4' 1' 4' 6" 2' LANDSCAPED RETENTION BASIN AT PARKING LOT NTS NOTE: 1. RETENTION SWALE AND BASIN SIDE SLOPES TO BE 3 TO 1 MAX. P-LG-04 5 3:1 EXISTING SOIL COMPACTED SUBBASE 2' CURB, SEE PLAN PARKING LOT, SEE PLAN SEE DETAIL 6 FOR SOIL SPECIFICATIONS & EDGE TREATMENTS JENSEN PRECAST 24"X24" DROP INLET WITH CAST IN FRAME OR APPROVED EQUAL, RIM/GRATE ELEVATION SHALL RESIDE 0.04' BELOW GUTTER IN-FALL ELEVATION FLOWLINE CONTINUES FROM SWALE, SEE PLAN 12" RCP INVERT OUT DRY CREEK GREENWAY EAST PHASE 1 TRAIL IMPROVEMENT PROJECT 168 RENEWAL DATEE F ST E O AT F CAL I R S REGI ET LIC. #6173 LAN ED DSCAP RN O I A ECT CH AR TI BRIAN D BURCHFIELD 11-19-24 PLAN SECTION GROUNDCOVER PLANT FINISH GRADE PLANTING EDGE TRAIL, CURB, WALK, DRIVEWAY, FENCE OR PROPERTY LINE ROOT MASS OF GROUNDCOVER TYP. "S" INDICATES APPROX. SPACING. "S" SHALL BE 2' FOR GROUNDCOVER. SPACING SHALL BE APPROXIMATED IN ORDER TO ACHIEVE A NATURAL PLANTING PATTERN. 12"S" "S" X1.4 TYP. "S" TYP. 12"S" NOTE: PLANTINGS SHALL BE TAGGED FOR DORMANT SEASON IDENTIFICATION AND SHALL REMAIN ON PLANT MATERIAL AFTER PLANTING FOR MONITORING PURPOSES. TYP. GROUNDCOVER SPACING 1/2" = 1'-0" 1 P-SA-02 B&B OR CONTAINERIZED SHRUB (TYP) MIN 3" OF WOOD CHIP MULCH FINISH GRADE REMOVE CONTAINER COMPLETELY OR REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL. REMOVE ALL WIRE AND STRING NATIVE BACKFILL SOIL AMENDED WITH 25% DECOMPSED ORGANIC MULCH ROOTBALL + 1'-0" MIN ALL SIDES AMENDMENT SET ALL SHRUBS AT NURSERY LEVEL (TYP) ROOTBALL DEPTH UNDISTURBED SUBGRADE (PROVIDES FIRM BASE SO THAT ROOTBALL WILL NOT SINK) SHRUB PLANTER 1/4" = 1'-0" 3 P-SA-01 3" 6" PLUG DETAIL 3/4" = 1'-0" 2 P-SA-03 DO NOT REMOVE SIDE GROWTH ALONG TRUNK. PRUNE ONLY AS DIRECTED BY LANDSCAPE ARCHITECT. 2-2" DIA 10' MIN LENGTH LODGEPOLE STAKES AND 4 TIES. TOP TIES SHALL BE 3" BELOW TOP OF STAKE. TIES SHALL ALLOW TREE TO MOVE FREELY WITHOUT ALLOWING TRUNK OR BRANCHES TO RUB AGAINST STAKE. TOP OF ROOTBALL AT FINISHED GRADE RAINBIRD RWS-B-C-1401 ROOT WATERING SYSTEM. SEE DETAIL 4 SHEET IND-DETL-01 4" HIGH BERM FIRMLY COMPACTED 3" SHREDDED BARK MULCH PER SPECIFICATIONS BACKFILL PLANTING PIT SCARIFY BOTTOM AND SIDES OF PLANTING PIT. UNDISTURBED NATIVE SOIL NOTES 1. DOUBLE STAKE 15 GAL AND LARGER TREES 2. POSITION STAKES OUTSIDE OF ROOTBALL 3. PROVIDE MINIMUM DISTANCE FROM OTHER OBJECTS AS FOLLOWS: 20' TRAFFIC SIGNALS, 12' STREET LIGHTS, 10' FIRE HYDRANTS, SEWER LINES, PAD MOUNTED EQUIPMENT, 5' FOR UNDERGROUND GAS AND ELECTRIC LINES. 4. REFER TO IRRIGATION SHEETS FOR ALL IRRIGATION DETAILS PLANTER HOLE TREE STAKES (TYP.) RAINBIRD RWS-B-C-1401 ROOT WATERING SYSTEM RUBBER TREE TIES IN OFFSET LOOPS AROUND TRUNK AND STAKE. NAIL EACH TREE TIE TO STAKE USING GALVANIZED NAILS. 2" DIA. LODGEPOLE STAKE MIN 10' LENGTH PLAN PLAN TREE STAKING 1/8" = 1'-0" 4 P-SA-04 LANDSCAPE DETAILS LD-1 104 EQ.

STOP
EQ. PAINT MARKING,
COLOR: YELLOW

STOP BAR

MARKING,
COLOR: WHITE
AS SHOWN ON PLANS 2' 4' 12"

EDGE OF
PATH

PAVEMENT AS SHOWN ON PLANS

CENTERLINE OF
PATH

SOLID STOP BAR AND STOP MARKING

PAINT MARKING,
COLOR: YELLOW

SPECIFICATIONS
MATERIALS: MANUFACTURED FROM 2 3/8" O.D. HEAVY DUTY 10 GAUGE GALVANIZED STEEL TUBE ASTM A-787
OR MANUFACTURED FROM 2 3/8" O.D. STAINLESS STEEL.

FINISH: COATING SPECS MEET ASTM A-653.

WARRANTY PERIOD: 10 YEARS.

INSTALLATION INSTRUCTIONS:

NOTE: ALL MODEL 1602 ROLLER COASTER BIKE RACKS REQUIRE A CONCRETE ANCHOR FOR IN-GROUND INSTALLATION. OPTIONAL SURFACE MOUNT PLATE MUST BE DESIGNATED AT TIME OF ORDER. MOUNTING HARDWARE NOT INCLUDED.
1) DETERMINE LOCATION WHERE BIKE RACK IS TO BE INSTALLED. IF LOCATING NEAR BUILDING OR WALL. (SEE DETAIL ABOVE.)
2) DIG HOLE FOR FOOTING (SEE FOOTING DETAIL). NOTE: USE RACK FOR SPACING.
3) SET LEGS OF BIKE RACK IN CENTER OF HOLES & SHIM FROM BELOW OR FILL SUCH THAT THE TOP OF THE BIKE RACK IS 36" ABOVE FINISH GRADE. PLUMB THE BIKE RACK TO TRUE VERTICAL & BRACE. NOTE: PLACE A 2X4 ON THE GROUND

UNDER THE BIKE RACK TO SHIM BOTTOM OF BIKE RACK ENSURING THE CORRECT HEIGHT IS KEPT WHILE POURING CONCRETE FOOTING.
4) POUR CONCRETE UP TO FINISH GRADE. ALLOW CONCRETE TO SET FOR 3 DAYS BEFORE REMOVAL OF BRACING.

FRONT ELEVATION
MODEL #LA-WLBR-9 9-SPACE RACK (155 LBS) 37" 13"10"
87"
12"
SEE NOTE 2
6 "
10"
4"
7"
24"71"
1 " DIA. 3 PLACES.
29"
6 "
13"
10"
SEE NOTE 1
4"

METHOD OF INSTALLATION

1. 1/2"x30" IRON ROD (REBAR) TYP. 3 PLACES. AND/OR EPOXY GROUT IN PLACE. W/ 2 IRON RODS.

2. PLACE WHEEL STOPS AT HEAD OF PARKING STALLS, 2-FT.

OFFSET FROM EDGE OF PAVEMENT.

3. CONTRACTOR MAY SUBSTITUTE WHEEL STOPS WITH A
SLOTTED CURB.

SIGN
NOTES:

1. DECOMPOSED GRANITE PAD, SIZE VARIES DEPENDING ON SIGN.

DECOMPOSED GRANITE TO BE 3" THICK, COMPACTED TO 95%.

2. 5' X 5' MINIMUM CLEAR SPACE TO BE PROVIDED IN FRONT OF SIGN.

3. INSTALL SIGN PER MANUFACTURERS INSTRUCTIONS, SEE DETAIL 8/LD-2. HEIGHT OF SIGN TO COMPLY WITH CURRENT ADA STANDARDS.

4. SIGN LOCATIONS PER APPROVED PLANS AND TO BE LAID OUT BY THE CONTRACTOR AND INSPECTED BY THE CITY PRIOR TO GRADING.

CONFORM SURROUNDING
AREA TO PAD GRADE 3:1
MAX. SLOPE
VARIES
VARIES
1% TO 2%
(TYP) 1% TO 2% (TYP)

TRAILHEAD
PLAZA
2' DG SHOULDER

AC BIKE TRAIL
2' AB SHOULDER

CONFORM SURROUNDING
AREA TO PAD GRADE 3:1
MAX. SLOPE
1% TO 2%
(TYP) 1% TO 2% (TYP)
NOTES:

1. 5' X 11' DECOMPOSED GRANITE PAD. DECOMPOSED GRANITE TO BE 3" THICK, COMPACTED TO 95%.

2. 30" X 48" MINIMUM CLEAR SPACE TO BE PROVIDED AT ONE END OF THE BENCH.

3. INSTALL BENCH PER MANUFACTURERS INSTRUCTIONS. REFER TO PARKS CONSTRUCTION STANDARDS FOR APPROVED BENCHES.

4. BENCH LOCATIONS PER APPROVED PLANS AND TO BE LAID OUT BY THE CONTRACTOR AND INSPECTED BY THE CITY PRIOR TO GRADING.
* 3 FOOT CLEARANCE (MINIMUM) BETWEEN EDGE OF AC PAVEMENT AND BENCH * SEE PLANS FOR VIEW DIRECTION OF BENCH. IF VIEW DIRECTION IS REVERSED, MOVE BENCH TO REAR OF PAD.

SIDEWALK BEHIND CURB OR OTHERWISE EARTH EMBANKMENT

GRADE AND LANDSCAPING (SEE TRAILHEAD LAYOUT PLAN FOR
SIDEWALK AND LANDSCAPING LOCATIONS) (SEE LEGEND 2. BELOW)

PARKING LOT PAVEMENT

FINISH SURFACE
6"
2" FOR TYPICAL TYPE 2 CURB;
VARIES 0" TO 2" FOR TRANSITION CURB;
0" FOR FLUSH CURB 6" 1'-0" BOC TFC FOC
6" TYPICAL TYPE 2 CURB;
VARIES 0" TO 6" FOR TRANSITION CURB;
0" FOR FLUSH CURB
LEGEND:

1. 1
2 " RADIUS ON EXPOSED EDGES.

2. THE TYPICAL EARTH EMBANKMENT FINISH GRADE CONDITION SHALL BEGIN FROM BACK OF CURB (BOC) AT LEVEL 2" BELOW TOP OF CURB (TOC) AND FROM HENCE SLOPE AWAY FROM CURB WITH 3% GRADE TO A HINGE POINT 2' FROM BACK OF CURB (BOC) AND FROM HENCE CONFORM TO EXISTING GRADE WITH A 4:1 SLOPE.

NOTES:

A. ALL CONCRETE SHALL BE "MINOR CONCRETE" AS DEFINED IN SECTION 71-58 OF CITY OF ROSEVILLE 2022 CONSTRUCTION STANDARDS.

B. SEE SECTION 71-4 C OF THE CITY CONSTRUCTION STANDARDS FOR FINISH AND JOINTS.

C. ALL ADJOINING SIDEWALK SHALL BE POURED MONOLITHIC.

D. SUBGRADE AND/OR AGGREGATE BASE PROCESSED TO 95% RELATIVE COMPACTION.

DUE TO VARIANCE IN INSTALLATION METHODS, BASEPLATE HARDWARE IS NOT INCLUDED DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
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LD-2

NOT TO SCALE
BENCH INSTALLATION DETAIL ADJACENT TO BIKE TRAIL 4

NOT TO SCALE
INTERPRETIVE SIGN INSTALLATION ADJACENT TO PLAZA 5

NOT TO SCALE

WBR SERIES BIKE RACK - LA STEELCRAFT PRODUCTS
3 NOT TO SCALE
WHEEL STOP 2 NOT TO SCALESOLID STOP BAR AND STOP MARKING 1

DECOMPOSED GRANITE PAVING
3/4" = 1'-0"
4" COMPACTED D.G. SURFACE
4" MINUS AGGREGATE BASE

GEOTEXTILE FABRIC
COMPACTED SUBGRADE 95%

UNDISTURBED EARTH
F.G.

PLANTING
AREA
6"X12" CONCRETE HEADER
6" 1"
1/2" TOOLED EDGE CONTINOUS

BOTH SIDES
6 P-LA-14
105

NOT TO SCALE
TYPE 2 RAISED CURB, TRANSITION, AND FLUSH CURB DETAILS
7 NOT TO SCALE

INTERPRETIVE SIGN BASE
8 11'
22'
1 W2

RIVERSIDE AVE

SUNRISE AVE

OAK RIDGE ROAD

ROCKY RIDGE DRIVE
W9

MARLIN DR
2 W2
1 W3
2 W3
3 W3
3 W2
4 W2
DA1
DA2
DA3
DA4
DA5
DF
DG
DH
Eastwood
Park
Eastwood
Park
Eich Middle
School
Eich Middle
School
.

Sunrise Ave
Bus Stop
.

Riverside Ave.

Trailhead
Restroom/Water
Maidu Regional Park2
Riverside Ave.

Trailhead/Restroom
Downtown Roseville
Civic Center Transit
Royer Park
Saugstad Park & Ride Lot

1.4 Darling Way
Machado Ln
Machado Ln
Sunrise Ave
North
Sunrise Ave
South
Sunrise Ave
South
Sunrise Ave
North
Sunrise Ave
Bus Stop

0.8 EASTWOOD
PARK
A = 6"
B = 6"
BORDER WIDTH = 1 1
4 " BORDER CORNER RADIUS = 3"
TEXT = 6D-1.08
A B A

WHITE LETTERING ON

BROWN BACKGROUND

REFER TO CA SIGN
SPECIFICATION DRAWING G72 VARIES
30"
DI
DJ1
DJ2
DJ3
DK
DM1
.

Maidu Regional
Park
Maidu Regional
Park
Rocky Ridge Dr
Maidu Regional
Park
Eich Middle
School
Rocky Ridge Dr
Maidu Regional
Park
Eich Middle
School
Oak Ridge Dr 0.3
Sunrise Ave 0.6
Downtown Roseville 3.0
Eich Middle
School
Rocky Ridge Dr
Marlin Drive
Cirby Way/
Orlando Ave
Louis Orlando
Transit Center
Maidu Regional 2
Park

0.1 1
Charleston Way

WAYFINDING OVERVIEW AND NOTES
W-1
DRY CREEK GREENWAY EAST PHASE 1

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106
3'-0"
1'-0"
UNISTRUT POST PER CITY STD.

DETAIL TS-17
#4 REBAR

FINISH GRADE

CONCRETE FOOTING
7'-0"
1'
6"
SIGN PANEL MODIFIED G72.

BACKGROUND: BROWN. BORDER,
SYMBOL, AND TEXT: WHITE
MIN. 24" CLEAR.FROM EDGE OF TRAIL
TO ALL OBSTRUCTIONS. BOTH SIDES. TYP.

EDGE OF SIGN FACE
MULTI-USE TRAIL.

SEE PLANS FOR
TYPE.

DESTINATION PLATES ON METAL POSTS
1/2" = 1'-0"
1 P-RO-02

DESTINATION PLATE LOCATIONS AT INTERSECTIONS
1" = 10'
2' CLEARANCE

FROM EDGE OF TRAIL

EDGE OF PAVEMENT

EDGE OF SHOULDER
DESTINATION PLATE50-75' TYPICAL RANGE
2 P-RO-03

RIVERSIDE AVE

MACHADO LN DRY CREEK

DARLING WAY
DA1
DA5
DA3
DA2
DA4
DA1
DA2
DA3
DA4
DA5
DF
DG
DH
Eastwood
Park
Eastwood
Park
Eich Middle
School
Eich Middle
School
. Sunrise Ave
Bus Stop
.

Riverside Ave.

Trailhead
Restroom/Water
Maidu Regional Park2
Riverside Ave.

Trailhead/Restroom
Downtown Roseville
Civic Center Transit
Royer Park
Saugstad Park & Ride Lot

1.4 Darling Way
Machado Ln
Machado Ln
Sunrise Ave
North
Sunrise Ave
South
Sunrise Ave
South
Sunrise Ave
North
Sunrise Ave
Bus Stop

0.8 EASTWOOD
PARK

CIRBY CREEK

MARLIN DR
DB
DB

MARLIN DR

FAWN CT
DM1
DI
DJ1
DJ2
DJ3
DK
DM1
.

0.1 1
Charleston Way
DJ1
DJ2
DJ3

TIFFANY CIR
DRY CREEK GREENWAY EAST PHASE 1

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11-19-24 WAYFINDING PLAN
107
Scale: 1:100
RIVERSIDE AVE TRAILHEAD 1 Scale: 1:100EASTWOOD PARK 2

WAYFINDING PLAN
W-2
Scale: 1:100

MARLIN DRIVE
3 Scale: 1:100

TIFFANY CIRCLE
4 SUNRISE AVE OAK RIDGE ROAD LINDA CREEK
DC
DF
DG
DH
DC
DD2
DD3
DD4
DD5
DE
DF
DH
Trailhead,
Restroom, Water
Eastwood
Park
Eastwood
Park
Trailhead,
Restroom, Water
Sunrise Ave
Riverside Ave
Downtown/
Civic Center
Eich Middle
School

0.7 2.1

3.5 Rocky Ridge Dr
Maidu Regional
Park
Eich Middle
School

0.5 Sunrise Ave
North
Sunrise Ave
South
Sunrise Ave
North
Sunrise Ave
South
Sunrise Ave
North
Maidu Regional
Park
Sierra Gardens Dr
Sunrise Ave
Riverside Ave
Sunrise Ave
Riverside Ave
Sierra Gardens Dr . Sunrise Ave
Bus Stop
DD1
DI
DI
DD2
DD3
DD4

ROCKY RIDGE DRIVE
DH .

Maidu Regional
Park
Maidu Regional
Park
Meadowlark Way
DI
DK
Meadowlark Way
Rocky Ridge Dr
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
168

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Scale: 1:100
SUNRISE AVE 1
Scale: 1:100
TRAIL CONNECTION 2 Scale: 1:100SUNRISE AVE 3

WAYFINDING PLAN
W-3
108
162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

GENERAL NOTES
109
SR-01
168
∆

CONTROL LINE SEGMENT TABLE
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
RETAINING WALL 1 PLAN & PROFILE
PLAN

ELEVATION
110
SR-02

TYPICAL SECTION
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
RETAINING WALL 3 PLAN & PROFILE
SR-03
111
PLAN

MIRRORED ELEVATION

TYPICAL SECTION
∆

CONTROL LINE SEGMENT TABLE
PROGRESS PRINT 168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
RETAINING WALL 8 PLAN & PROFILE
112
SR-04
PLAN

MIRRORED ELEVATION

TYPICAL SECTION
∆

CONTROL LINE SEGMENT TABLE
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
RETAINING WALL 9 PLAN & PROFILE
113
SR-05
PLAN

ELEVATION

TYPICAL SECTION
∆

CONTROL LINE SEGMENT TABLE
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
RETAINING WALL 10 PLAN & PROFILE
114
SR-06
PLAN

ELEVATION TYPICAL SECTION
∆

CONTROL LINE SEGMENT TABLE
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
RETAINING WALL 30 PLAN & PROFILE
115
SR-07
PLAN

ELEVATION

TYPICAL SECTION
162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
RETAINING WALL 11 PLAN & PROFILE
116
SR-08
PLAN

ELEVATION

TYPICAL SECTION
∆

CONTROL LINE SEGMENT TABLE
168
162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
RETAINING WALL 13 PLAN & PROFILE
117
SR-09
PLAN

MIRRORED ELEVATION

TYPICAL SECTION
∆

CONTROL LINE SEGMENT TABLE
168
162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
RETAINING WALL 12 PLAN & PROFILE
118
SR-10
PLAN

ELEVATION

TYPICAL SECTION
168
162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
RETAINING WALL 7 PLAN & PROFILE
119
SR-11
PLAN

MIRRORED ELEVATION

TYPICAL SECTION
'
168
∆

CONTROL LINE SEGMENT TABLE
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
RETAINING WALL 14 PLAN & PROFILE
120
SR-12
PLAN

ELEVATION

TYPICAL SECTION
162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
RETAINING WALL 15 PLAN & PROFILE
121
SR-13
PLAN

ELEVATION

TYPICAL SECTION

CONTROL LINE SEGMENT TABLE
168
162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
RETAINING WALL 16 PLAN & PROFILE
122
SR-14
PLAN

ELEVATION

TYPICAL SECTION
∆

CONTROL LINE SEGMENT TABLE
168
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
RETAINING WALL 17 PLAN & PROFILE
123
SR-15
PLAN

ELEVATION

TYPICAL SECTION UNDER BRIDGE

TYPICAL SECTION
162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
RETAINING WALL 18 PLAN & PROFILE
124
SR-16 PLAN

ELEVATION

TYPICAL SECTION
∆

CONTROL LINE SEGMENT TABLE
168
162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
RETAINING WALL 18 SECTION AND PILE SCHEDULE
125
SR-17

PILE AND SOLDIER BEAM SCHEDULE

TYPICAL SECTION
168
162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
RETAINING WALL 19 PLAN & PROFILE
126
SR-18
PLAN

ELEVATION

TYPICAL SECTION
∆

CONTROL LINE SEGMENT TABLE
168
162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
127
SR-19
PLAN

ELEVATION
RETAINING WALL 23 PLAN & PROFILE

TYPICAL SECTION
∆
168

RETAINING WALL
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

RETAINING WALL TYPICAL SECTIONS
128
SR-20

REVERSE FOOTING RETAINING WALL

ANGULAR ROCK DETAIL
162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
RETAINING WALL TYPES 1A & 1B DETAILS
129
SR-21

POST POCKET DETAIL

TUBULAR RAILING DETAIL

CAP DETAIL FOR RAIL END

SLIP JOINT DETAIL

GUTTER OUTLET PIPE DETAIL
168
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
RETAINING WALL TYPICAL SECTION 4
130
SR-22
STANDARD GABION BASKET WALL - RETAINING WALL 9 AND 30

ELEVATION

RAILING POST DETAIL
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
RETAINING WALL TYPICAL SECTION 3
131
SR-23

TYPICAL PANEL DETAIL

PARTIAL PLAN

SECTION

PANEL DETAIL WITH HOLE SECTION
DETAIL
PILE WALL #11,12 SECTION

LIMIT OF BACKFILL
PILE WALL #18, 23 SECTION
RETAINING WALL 03 ELEVATION

TYPICAL SECTION
RETAINING WALL 16 ELEVATION
RETAINING WALL 17 ELEVATION
162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

RETAINING WALL ARCHITECTURAL DETAILS
132
SR-24

SALMON PLATE

PLATE CONNECTION DETAIL
168
RETAINING WALL 3 & MISC DETAILS
133
SR-25

TYPICAL SECTION
162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TYPICAL HEADWALL SECTION

HALF-SECTION DOUBLE-BARREL

WING WALL SECTION

PARTIAL PLAN

HALF-SECTION A-A
168
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TRUSS BRIDGE GENERAL NOTES
134
ST-01

GENERAL NOTES

LOAD AND RESISTANCE FACTOR DESIGN

CONSTRUCTION NOTE

INDEX TO PLANS
STANDARD PLANS DATED 2015

BRIDGE SUPPORT REACTIONS (UNFACTORED)

PRE-FABRICATED BRIDGE NOTES
BRIDGE 2 GENERAL PLAN
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
135
ST-02
PLAN

SECTION AT ABUTMENT

ELEVATION
℄
℄
136
ST-03

FOUNDATION PLAN

ABUTMENT ELEVATION ABUTMENT PLAN
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
BRIDGE 2 FOUNDATION & ABUTMENT PLAN
BRIDGE 4 GENERAL PLAN
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
137
ST-04

PLAN TYPICAL SECTION

ELEVATION
℄
℄

FOUNDATION PLAN

ABUTMENT ELEVATION ABUTMENT PLAN
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
BRIDGE 4 FOUNDATION & ABUTMENT PLAN
138
ST-05
BRIDGE 14 GENERAL PLAN
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
139
ST-06
PLAN

TYPICAL SECTION

ELEVATION
℄
℄

FOUNDATION PLAN

ABUTMENT ELEVATION ABUTMENT PLAN
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
BRIDGE 14 FOUNDATION & ABUTMENT PLAN
140
ST-07
ABUTMENT DETAILS NO. 1
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
141
ST-08

ABUTMENT ELEVATION

SECTION D-D

SECTION E-E

SECTION F-F
℄
ABUTMENT DETAILS NO. 2
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
142
ST-09

SECTION G-G

TYPICAL MSE WALL PLAN

MSE WALL ELEVATION

MSE WALL SECTION

ABUTMENT ELEVATION AT MSE WALL

WALL REINFORCEMENT WING WALL SECTION
℄

DARLING WAY GENERAL PLAN
162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
143
SW-01
PLAN

TYPICAL SECTION

MIRRORED ELEVATION

INDEX TO PLANS
STANDARD PLANS DATED 2015
168

FOUNDATION PLAN
162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
144
SW-02

FOUNDATION PLAN

GENERAL NOTES

LOAD AND RESISTANCE FACTOR DESIGN
℄ ℄
℄
℄
℄℄
℄
168
168

ABUTMENT LAYOUT
162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
145
SW-03
ABUTMENT 5 ELEVATION
ABUTMENT 1 ELEVATION

ABUTMENT DOWEL
DETAIL

SECTION AT ABUT JOINT

ABUT JOINT ELEVATION

ABUTMENT PLAN
℄
℄
℄
℄
℄
℄
168
168

ABUTMENT DETAILS
162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
146
SW-04

SECTION C-C
CIDH PILE - ABUTMENTS 1 & 5
WING WALL 1 ELEVATION

SECTION D-D

SECTION E-E CORNER DETAIL
WING WALL 2 ELEVATION
WING WALL 1 PLAN
168
168

PIER DETAILS
162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
147
SW-05

ELEVATION

SECTION A-A
CIDH PILE - PIER 2, 3, 4

SECTION C-C

SECTION B-B

PIER RENFORCING PLAN
℄
℄
168
168
SLAB REINFORCING DETAILS NO.1
162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
148
SW-06

TYPICAL SECTION

REINFORCEMENT - TOP SLAB

REINFORCEMENT - BOTTOM SLAB

CAMBER DIAGRAM
168
168
SLAB REINFORCING DETAILS NO.2
162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
149
SW-07

TYPE K RAILING ATTACHMENT DETAIL

BAR CHAIR DETAIL

LONGITUDINAL SECTION
168
168
MISCELLANEOUS DETAILS NO.1
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
150
SW-08

ROCK SLOPE PROTECTION
PEDESTRIAN RAILING DETAIL 1

POST PLATE DETAIL
PEDESTRIAN RAILING DETAIL 2

CANTILEVER SUPPORT HANGER SECTION CANTILEVER SUPPORT HANGER ELEVATION ℄ ℄ ℄

LOG OF TEST BORINGS
162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
151
SW-09

BENCH MARK
3 14" Brass Disk, Northeast Corner of Dry Creek at Darling Way intersection, Elev: 134.92' Vertical Datum: NAVD88 Horizontal Datum: CCS83, Zone 2 DIST COUNTY 3 PLA N 2030774.66
E 6764285.01
R-20-002
R-20-001 4
N 2030826.43
E 6764606.16
Hole ID
R-20-001
R-20-002
Boring Location Table
Alignment
"T1" Line
"T1" Line
Station and Offset
8+47.5, 1.3' Lt.
6+84.9, 4.1' Rt.

REGISTERED CIVIL ENGINEER 04/05/21DATE

PLANS APPROVAL DATE
The City of Roseville or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. Crawford & Associates, Inc. 1100 Corporate Way, Suite 230 Sacramento, CA 95831 (916) 455-4225 Project Number 20-619.1 N 2030673.42
E 6764301.48
N 2030726.18
E 6764622.63
PLAN
SCALE: 1" = 20'
NOTES: 1. Field classification of soils was in accordance with the Caltrans Soil & Rock Logging, Classification, and Presentation Manual (2010). See Log of Test Borings Legend - Soil 2

2. Standard Penetration tests were performed in accordance with ASTM D 1586-99 using a hammer operated with an automated drop system. Drill rods were 1 5/8-inch diameter "A"-rods; sampler was driven with brass, steel, and stainless steel, liners. 3. "2.4 inch sampler": ID=2.4 inch, OD=3.0 inch. Driven in same manner as SPT ("1.4 inch") sampler. 4. If laboratory tests are not shown as being performed, the soil descriptions presented on the LOTB are based solely on the visual practices described in this Manual. 5. The length of each sampled interval is shown graphically on the boring log. Whole number blow counts ("N") represent the "standard penetration resistance" interval in accordance with the Manual. Where less than 0.5 feet of penetration is achieved, the blow count shown is for that fraction of the "standard penetration resistance" interval actually penetrated. 6. Consistency of cohesive soils were obtained in the field by means of pocket penetrometer. 7. Consistency and density of soils shown in ( ) where estimated. 8. Groundwater elevations are subject to seasonal fluctuations and may occur at higher or lower elevations depending on the conditions at any particular time. 9. This LOTB sheet was prepared in accordance with the Caltrans Soil & Rock Logging, Classification, and Presentation Manual (2010) 10. Groundwater not established in borings R-20-001, and R-20-002, due to drilling method, ground water is expected to coincide with dry creek water surface elevation. 11. Boring elevations were surveyed in the field and then correlated to the topographic survey provided by Psomas.
1 4
ROUTE

TOTAL PROJECT SHEET NOTOTAL SHEETS
140
130
120
110
100
90 80
70 60
134.5'
49 59
48 50/6
28 55
41 51
24 36
93/11
66 63
49 39
47 50/5
71 61

2.4 2.4

2.4 1.4

1.4 2.4

2.4 2.4

2.4 1.4

1.4 R-20-001
4"
M
M
M
PI
UW
UW PA
PI 4"
UW PA
SILTY SAND (SM); dense; brown; dry; mostly coarse to fine SAND; some fines (45%). 134.5' Very dense.

CLAYEY SAND (SC); dense; dark gray; dry; mostly coarse to fine SAND; some fines (35%).

SANDY lean CLAY (CL); hard; dark brown; dry; mostly fines; some coarse to fine SAND; PP = 4.5tsf.

Lean CLAY with SAND (CL); hard; dark grayish brown; dry; mostly fines; little coarse to fine SAND; PP = 4.5tsf.

Very dense; few coarse to fine GRAVEL.

M UW PA
M
M
M
UW
UW
PA CLAYEY SAND (SC); very dense; brown; dry; mostly coarse to fine SAND; little fines. M UW SILTY SAND with GRAVEL (SM); very dense; brown variegated with white; dry; mostly coarse to fine SAND; little coarse to fine GRAVEL; little fines.

SANDY lean CLAY (CL); hard; brown; moist; mostly fines; little coarse to fine SAND; PP = 4.5tsf SILTY SAND (SM); very dense; dark brown; moist; mostly coarse to fine SAND; some fines.

SILT with SAND (ML); very dense; brown; moist; mostly fines; little medium to fine SAND; moderate cementation.

Lean CLAY (CL); very stiff; brown; moist; mostly fines; few medium to fine SAND; PP = 3.0tsf.

Lean CLAY with SAND (CL); hard; brown; moist; mostly fines; little medium to fine SAND; PP = 4.5tsf.

SANDY lean CLAY (CL); very stiff; brown; moist; mostly fines; some coarse to fine SAND; PP = 2.75tsf.

Poorly graded GRAVEL (GP); very dense; dark gray; wet; mostly coarse to fine GRAVEL; few coarse to fine SAND; few fines.

SILTY SAND with GRAVEL (SM); very dense; dark gray; wet; mostly coarse to fine SAND; some coarse to fine GRAVEL; little fines.

Poorly graded GRAVEL (GP); very dense; dark gray; wet; mostly coarse to fine GRAVEL; few coarse to fine SAND; few fines.

CLAYEY SAND (SC); dense; dark gray; wet; mostly coarse to fine SAND (77%); little fines (15%); few fine GRAVEL (8%).

Poorly graded GRAVEL (GP); dense; dark gray; wet; mostly coarse to fine GRAVEL; few coarse to fine SAND; few fines.

Poorly graded SAND with SILT (SP-SM); dense; dark gray; wet; mostly coarse to fine SAND; few fines.

SILTY SAND (SM); very dense; dark gray; moist; mostly coarse to fine SAND; some fines.

Medium dense; wet.

UC CR
Lean CLAY with SAND (CL); hard; brown; moist; mostly fines (71%); little coarse to fine SAND; PP = 4.5tsf. 81 90/11
50/5
50 59
89 07-23-20 Terminated at Elev 63.6' ERi = 89% PROFILE

ENGINEERING SERVICES

FUNCTIONAL SUPERVISOR
NAME: Keiko Lewis DRAWN BY: Barrett Updegraff CHECKED BY: Keiko Lewis/Chris Trumbull

GEOTECHNICAL SERVICES
FIELD INVESTIGATION BY: Barrett Updegraff

ORIGINAL SCALE IN INCHES

FOR REDUCED PLANS
HORIZ. SCALE: NO SCALE
VERT. SCALE: 1" = 10'

CITY OF

ROSEVILLE
0 1 2 3
Project Manager CU XXXXX

EA XXXXXX
BRIDGE NO. 19C0033 POST MILE DISREGARD PRINTS BEARING

EARLIER REVISION DATES

DARLING WAY BRIDGE (WIDEN)
LOG OF TEST BORINGS of 4 1
REVISION DATES SHEET 1OF4
79 30
21 20
34 38
34 23
96/11
81 75
51 2.4

2.4 2.4

2.4 1.4

1.4 2.4

2.4 2.4

2.4 1.4

2.4 R-20-002
4" R M
M
UW
UW
PA

PAM UW PA
PAM UW
4"

CR M UW PI UC
SILTY SAND (SM); medium dense; grayish brown; dry; mostly coarse to fine SAND; some fines (40%).

CLAYEY SAND (SC); very dense; light brown; moist; mostly coarse to fine SAND (71%); little fines (21%).

SANDY lean CLAY (CL); stiff to very stiff; gray; moist; mostly fines; some coarse to fine SAND; PP = 1.75-3.0tsf.

SILT (ML); dense; gray; moist; mostly fines; little coarse to fine SAND.

SILTY SAND (SM); dense; gray mottled with brown; moist; mostly coarse to fine SAND; little fines.

Lean CLAY with SAND (CL); hard; brown; moist; mostly fines; little coarse to fine SAND; few fine GRAVEL; PP = 4.5tsf.

CLAYEY SAND (SC); dense; dark brown; moist; mostly coarse to fine SAND; some fines (43%).

SANDY lean CLAY (CL); very soft; dark gray; moist; mostly fines; little coarse to fine SAND; PP = 0.0tsf.

CLAYEY SAND (SC); medium dense; brown; dry; mostly coarse to fine SAND; some fines (38%).

Very dense; grayish brown; little fines (29%). Dark brown. Light brown.

PA
M
M
PI
M
M
UW
UW
SILT with SAND (ML); very dense; brown; moist; mostly fines (88%); little coarse SAND.

Poorly graded SAND with SILT (SP-SM); very dense; brown; moist; mostly coarse to fine SAND; few fines.

Brown; some fines.

Gray mottled with white.

Few fine GRAVEL (8%).

PA
UW
UW
SANDY lean CLAY (CL); hard; brown; dry to moist; mostly fines; little coarse to fine SAND; PP = 4.5tsf.

SILT (ML); very dense; light brown; moist; mostly fines; few coarse to fine SAND.

SILT with SAND (ML); very dense; black; dry to moist; mostly fines; little coarse to fine SAND.

SANDY SILT (ML); very dense; black; moist; mostly fines; some coarse to fine SAND.

Brown; some coarse to fine SAND.

Light brown; dry.
07-22-20 Terminated at Elev 63.0' ERi = 89%
140
130
120
110
100
90 80
70 60
Elevations (ft) N 2030757.47 E 6764394.87 N 2030781.81 E 6764554.12 Elevations (ft)

GEOTECHNICAL STUDIES - DIVISION OF ENGINEERING SERVICES As-Built Log of Test Borings sheet is considered an informational document only. As such, the State of California registration seal with signature, license number and registration certificate expiration date confirm that this is a true and accurate copy of the original document. It does not attest to the accuracy or validity of the information contained in the original document. This drawing is available and presented only for the convenience of the bidder, contractor or other interested party. DIST. COUNTY 3 PLA
ROUTE POST MILES - TOTAL PROJECT SHEET NO. 2TOTAL SHEETS 4 REGISTERED ENGINEER - CIVIL 04/05/21DATE DARLING WAY BRIDGE (WIDEN) LOG OF TEST BORINGS 2 OF 4
As-Built Vertical Datum: N.A. Datum Conversion: N.A.

CU:

EA: BRIDGE NO. 19C0033
DIST COUNTY 3 PLA
REGISTERED CIVIL ENGINEER 04/05/21
DATE

TOTAL PROJECT SHEET NO
3 TOTAL SHEETS 4

ENGINEERING SERVICES

FUNCTIONAL SUPERVISOR
NAME: Keiko Lewis DRAWN BY: Barrett Updegraff CHECKED BY: Keiko Lewis/Chris Trumbull

GEOTECHNICAL SERVICES
FIELD INVESTIGATION BY: Barrett Updegraff

ORIGINAL SCALE IN INCHES

FOR REDUCED PLANS

CITY OF

ROSEVILLE
0 1 2 3
Project Manager CU XXXXX

EA XXXXXX
BRIDGE NO. 19C0033 POST MILE DISREGARD PRINTS BEARING

EARLIER REVISION DATES

DARLING WAY BRIDGE (WIDEN)
LOG OF TEST BORINGS of 4 3
REVISION DATES SHEET 3OF4
DIST COUNTY 3 PLA
REGISTERED CIVIL ENGINEER 04/05/21
DATE

TOTAL PROJECT SHEET NO
4 TOTAL SHEETS 4

ENGINEERING SERVICES

FUNCTIONAL SUPERVISOR
NAME: Keiko Lewis DRAWN BY: Barrett Updegraff CHECKED BY: Keiko Lewis/Chris Trumbull

GEOTECHNICAL SERVICES
FIELD INVESTIGATION BY: Barrett Updegraff

ORIGINAL SCALE IN INCHES

FOR REDUCED PLANS

CITY OF

ROSEVILLE
0 1 2 3
Project Manager CU XXXXX

EA XXXXXX
BRIDGE NO. 19C0033 POST MILE DISREGARD PRINTS BEARING

EARLIER REVISION DATES

DARLING WAY BRIDGE (WIDEN)
LOG OF TEST BORINGS of 4 4
REVISION DATES SHEET 4OF4
168
168
12" WATERLINE RELOCATION
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

WATERLINE SUPPORT SECTION

WATERLINE SUPPORT ELEVATION

SOUTHWEST WING WALL ELEVATION

SOUTHWEST WING WALL PLAN

WELD DETAILS
℄
152
SW-10

DARLING WAY BRIDGE
℄ ℄
℄
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

SUNRISE CONNECTOR GENERAL PLAN
PLAN

MIRRORED ELEVATION

INDEX TO PLANS
STANDARD PLANS DATED 2018

TYPICAL SECTION
153
SB-01

PROFILE
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
℄
℄
℄
℄
℄
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

FOUNDATION AND ABUTMENT PLAN
PLAN

ABUTMENT PLAN
154
SB-02

GENERAL NOTES

LOAD AND RESISTANCE FACTOR DESIGN

ABUTMENT ELEVATION
PROGRESS PRINT 162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

SUNRISE CONNECTOR REMOVAL DETAILS

PLAN SECTION A-A
155
SB-03
168
168
162
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
SUNRISE CONNECTOR BRIDGE DETAILS 1

WING WALL ELEVATION
156
SB-04

SECTION A-A
CIDH PILE - ABUTMENT 1, PIER 2

SECTION B-B

ABUTMENT & PIER SECTION

CORNER DETAIL

DECK REINFORCEMENT
168
168
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
SUNRISE CONNECTOR BRIDGE DETAILS 2
157
SB-05

SECTION A-A SECTION B-B
PLAN

PIPE SUPPORT DETAIL SECTION C SECTION D
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
158
CU-1

WATER PIPE AT BRIDGE ELEVATION ADJUSTMENT

SUNRISE AVE
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT
159
CU-2

WATER PIPE AT BRIDGE ELEVATION REPLACEMENT

DARLING WAY

CLINTON AVE

HERNANDEZ LN

DRY CREEK
168
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

SOUTHWEST PIPE CONNECTION SECTION

SOUTHWEST PIPE CONNECTION PLAN SOUTHEAST PIPE CONNECTION PLAN

SOUTHEAST PIPE CONNECTION SECTION
160
CU-3

WATER PIPE REPLACEMENT DETAILS
STOP
155
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services
3250 Ramos Circle
Sacramento, California 95827
T 916.366.8000

LIGHTING (PARKING LOT)
148
161 168
155
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services
3250 Ramos Circle
Sacramento, California 95827
T 916.366.8000

LIGHTING (TRAIL)
149
162 168
155
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services
3250 Ramos Circle
Sacramento, California 95827
T 916.366.8000

LIGHTING (TRAIL)
150
163 168
155
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services
3250 Ramos Circle
Sacramento, California 95827
T 916.366.8000

CAMERA STATION
151
164 168
155
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services
3250 Ramos Circle
Sacramento, California 95827
T 916.366.8000 152

PEDESTRIAN CROSSING WARNING SYSTEM
165 168
155
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services
3250 Ramos Circle
Sacramento, California 95827
T 916.366.8000 153

PEDESTRIAN CROSSING WARNING SYSTEM
166 168
155
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services
3250 Ramos Circle
Sacramento, California 95827
T 916.366.8000 154

ELECTRICAL DETAIL
167 168
155
155
DRY CREEK GREENWAY EAST PHASE 1

TRAIL IMPROVEMENT PROJECT

TRUSTED ENGINEERING ADVISORS
Bennett Engineering Services
3250 Ramos Circle
Sacramento, California 95827
T 916.366.8000

ELECTRICAL DETAIL
168 168
Streets & Bridges
Project Manual
Name of project:

Dry Creek Greenway East Phase 1 Trail Project
City Project #400022
Federal Project ID #CML 5182(058)
Department: Public Works—Engineering

[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]

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

NOTICE TO CONTRACTORS
NTC - 1
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CITY OF ROSEVILLE

DEPARTMENT OF PUBLIC WORKS
Name of Project: Dry Creek Greenway East Phase 1 Trail Project Federal Aid Project: CML 5182(058)
City of Roseville Contract: 400022

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: Dry Creek Greenway East Phase 1 Trail Project.

A pre-bid meeting will be held at NOT APPLICABLE.

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 August 8, 2023
August 8 23
NTC - 2
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and address of the Bidder, and marked in capital letters on the front and back of the envelope as follows:
[NAME OF PROJECT]
(Name of Bidder)
(Address of Bidder)
Whether mailed or personally delivered, all bids shall be addressed to the City of Roseville, Office of the City Clerk, 311 Vernon Street, Roseville, California, 95678.

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

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

Any bid may be withdrawn at any time prior to the time fixed in the public notice for the deadline submission of bids only by written request for the withdrawal of the bid filed with the City Clerk. The request shall be executed by the Bidder or his or her duly authorized representative. The withdrawal of a bid does not prejudice the right of the Bidder to file a new bid by the submission deadline. Whether or not bids are opened exactly at the time fixed in the public notice for opening bids, a bid will not be received after the deadline submission of bids NTC - 3
[B:\Public Works\CIP\1_Current Projects\Dry Creek Greenway East Phase 1\Psomas\PSE\Project Manual\notice to contractors-federal aid (1).docx; 1/10/23]
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.

The City will affirmatively ensure that, in any Contract entered into pursuant to this Notice to Contractors, disadvantaged business enterprises will be afforded full opportunity to submit bids and will not be discriminated against on the grounds of sex, race, color, or national origin in consideration for an award.

Bidders are advised that, as required by federal law, the City of Roseville is implementing new Disadvantaged Business Enterprise (DBE) requirements. Section 2, “Proposal Requirements and Conditions,” under subsection title “Disadvantaged Business Enterprises (DBE)” and Section 5, “General,” under subsection titled “Performance of Subcontractors” of the Special Provisions cover the DBE requirements.

The DBE contract goal for this project is: _______.

THIS PROJECT IS SUBJECT TO THE “BUY AMERICA” PROVISIONS OF THE SURFACE TRANSPORTATION ASSISTANCE ACT OF 1982 AS AMENDED BY THE INTERMODAL SURFACE TRANSPORTATION EFFICIENCY ACT OF 1991.

NTC - 4
[B:\Public Works\CIP\1_Current Projects\Dry Creek Greenway East Phase 1\Psomas\PSE\Project Manual\notice to contractors-federal aid (1).docx; 1/10/23]
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.

In accordance with the California Public Contract Code 20103.5 when federal funds are involved in local agency contracts, no bid shall be invalidated by the failure of the bidder to be licensed in California at the time of bid opening. However, at the time of award, the selected contractor shall be properly licensed in accordance with the laws of the State and the City of Roseville. Contractor shall possess a valid Class A, General Engineering Contractor license prior to award of Contract or other license qualifying the bidder to bid as a prime Contractor, prior to award of Contract as approved by Council. Said license shall be maintained during the contract period. It is the Bidder’s and Contractor’s responsibility to obtain the correct Contractor’s licenses. Bidders shall be skilled and regularly engage in the general class or type of work called for under this contract.

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.

The Federal minimum wage rates for this project as predetermined by the United States Secretary of Labor are set forth in the Project Manual and in copies of this book that may be examined at the offices described above where project plans, special provisions, and bid forms may be seen. Addenda to modify the Federal minimum wage rates, if necessary, will be issued NTC - 5
[B:\Public Works\CIP\1_Current Projects\Dry Creek Greenway East Phase 1\Psomas\PSE\Project Manual\notice to contractors-federal aid (1).docx; 1/10/23]
to holders of the Project Manual. Future effective general prevailing wage rates, which have been predetermined and are on file with the California Department of Industrial Relations, are referenced but not printed in the general prevailing wage rates.

Attention is directed to the Federal minimum wage rate requirements in the Project Manual. If there is a difference between the minimum wage rates predetermined by the Secretary of Labor and the general prevailing wage rates determined by the Director of the California Department of Industrial Relations for similar classifications of labor, the Contractor and subcontractors shall pay not less that the higher wage rate. The City of Roseville will not accept lower State wage rates not specifically included in the Federal minimum wage determinations. This includes “helper” (or other classifications based on hours of experience) or any other classification not appearing in the Federal wage determinations. Where Federal wage determinations do not contain the State wage rate determination otherwise available for use by the Contractor and subcontractors, the Contractor and subcontractors shall pay not less than the Federal minimum wage rate, which most closely approximates the duties of the employees in question.

The U.S. Department of Transportation (DOT) provides a toll-free “hotline” service to report bid rigging activities. Bid rigging activities can be reported Mondays through Fridays, between 8:00 a.m. and 5:00 p.m., Eastern Time, Telephone No. 1-800-424-9071. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the “hotline” to report these activities. The “hotline” is part of the DOT’s continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the DOT Inspector General. All information will be treated confidentially and caller anonymity will be respected.

NTC - 6
[B:\Public Works\CIP\1_Current Projects\Dry Creek Greenway East Phase 1\Psomas\PSE\Project Manual\notice to contractors-federal aid (1).docx; 1/10/23]
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 submitted via Public Purchase. The deadline for submissions of questions and clarifications regarding the Contract Documents is _______ calendar days before the deadline for bid submissions. Only Addenda issued by the City are binding.
___________________________________
City Clerk, City of Roseville
Dated: _____________________________
Published: __________________________
18 II

INSTRUCTIONS TO BIDDERS
INT - 1
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]

INSTRUCTIONS TO BIDDERS
SECTION 1. GENERAL
1-1.01 GENERAL. These Instructions to Bidders form a part of the Contract Documents. Capitalized terms are defined in 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
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] conditions and hereby disclaims any liability as a result of Contractor’s or Bidder’s reliance on such investigations. City will presume that all Bidders have conducted their own site investigations, including investigations of subsurface conditions. Where such investigations have been made, Bidders or Contractors may, upon written request, inspect the records of the Department as to such investigations subject to the conditions set forth in these Instructions to Bidders. Such inspection of records may be made only at the location noted above. The records of such investigations are not a part of the Contract Documents and are shown solely for the convenience of the Bidder or Contractor. The City assumes no responsibility whatsoever with respect to the sufficiency or accuracy of the investigations made, the records thereof, or of the interpretations set forth therein or made by the City in its use thereof. The City makes no warranty or guarantee, either express or implied, that the conditions indicated by such investigations or records are representative of those existing throughout such areas, or any part thereof, or that unforeseen developments may not occur, or that materials other than, or in proportions different from those indicated, may not be encountered.

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

INT - 3
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] SECTION 2: BID REQUIREMENTS
2-1.01 PROPOSAL FORMS. The Department will furnish to each Bidder standard Proposal Forms, which, when filled out and executed may be submitted as the bid.

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

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

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

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

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

If the Bidder is a partnership, the true name of the firm shall be set forth, the names and addresses of all partners shall be given and the Proposal shall be signed by a partner in the firm authorized to sign contracts on behalf of the partnership. If the Bidder is a joint venture, the Proposal shall be signed on behalf of each participating company by officers or other individuals who have the full and proper authorization to do so. If the Proposal is signed by an agent of the Bidder other than an officer of a corporation or a member of a partnership, a notarized Power of INT - 4
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] Attorney must be on file with the City prior to opening of bids or must be submitted with the Proposal. If requested by the City, the Bidder shall promptly submit evidence satisfactory to the City of the authority of the person signing the Proposal. 2-1.02 SUBMISSION OF BIDS. Bids must be submitted at the prescribed time and location specified in the Notice to Contractors. Any submission received after the prescribed time shall be rejected, regardless of whether or not bids are opened exactly at the prescribed time.

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

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

INT - 5
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 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
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 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
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 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
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 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
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 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
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] SECTION 3: EVALUATION OF BIDS
3-1.01 BID EVALUATION PROCESS. Bids will be evaluated to determine the apparent low Bidder. The apparent low Bidder will be determined on the basis of the Grand Total Bid Price, as shown in the Schedule of Bid Prices. If additive or deductive alternates are used in the Schedule of Bid Prices, the apparent low Bidder will be the Bidder with the lowest total of the bid prices for base contract items plus the alternates designated by the City as those that will be used for determining the lowest bid price. However, the City reserves the right to (1) not award any alternates or (2) award any combination of alternates.

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

INT - 11
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 3-1.03 COMPETITIVE BIDDING. If more than one proposal is offered by any individual, firm, partnership, corporation, association, or any combination thereof, under the same or different names, all such proposals may be rejected. A party who has quoted prices on materials or Work to a Bidder is not thereby disqualified from quoting prices to other Bidders, or from submitting a bid directly for the materials or Work.

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

INT - 12
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] SECTION 4: AWARD AND EXECUTION OF CONTRACT
4-1.01 AWARD OF CONTRACT. The City reserves the right to reject any and all proposals and to award (or not award) any combination of bid items at its option. Any such award will be to the lowest responsible Bidder whose proposal complies with the requirements prescribed for the bid items awarded. Such award, if made, will be made within sixty (60) business days after the opening of the proposals. If the lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the second lowest responsible Bidder. Such award, if made, will be made within eighty-two (82) business days after the opening of proposals. If the second lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the third lowest responsible Bidder. Such award, if made, will be made within one hundred four (104) business days after the opening of the proposals. The above time periods within which the award of Contract may be made are subject to extension for such further period as may be agreed upon in writing between the City and the Bidder concerned.
4-1.02 RETURN OF BIDDER’S SECURITIES. Within ten (10) Days after the award of the Contract, the City Clerk will return all Bidders' securities, other than Bidders' bonds, accompanying the proposals that are not to be further considered in making the award.

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

INT - 13
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 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
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 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
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 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
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] SECTION 5: BID PROTEST PROCEDURES
5-1.01 POLICY/PROCEDURES. It is the policy of the City to consider fully and adjudicate promptly protests filed by prospective Bidders relating to the City’s bidding procedure or award of the Contract. Protests shall be filed and processed in accordance with Section 4.12.150 of the Roseville Municipal Code. A Bidder’s failure to follow the bid protest procedures may result in rejection of the protest by the City.

III

PROPOSAL
PROP - 1
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] PROPOSAL TO THE DEPARTMENT OF ________________________
Project:_______________________________________
Name of Bidder _________________________________ Business Phone ________________ Business Address _______________________________________________________________ Place of Business _______________________________________________________________ Contractor’s License No. ______________________________________ License Expiration Date_______________________________________ License Classification Type __________________________________________ DIR Registration No. _________________________________________ Type of business organization:
*If a Corporation, incorporated under the laws of the State of:

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
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] The undersigned Bidder understands that any clarification made to the above or any new and different conditions or information submitted on or with its Proposal, other than that requested, may render the bid non-responsive.

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

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

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

The prices included within the Schedule of Bid Items include all costs for labor, materials, tools, equipment, services, Subcontractors, suppliers, taxes, insurance, shipment, PROP - 3
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 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
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 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
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 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
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]

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

PORTION/

TYPE OF
WORK
% OF

CONTRACT
SUBCONTRACTOR’S
NAME

CONTRACTOR
LICENSE NO. DIR REG NO. BUSINESS ADDRESS (CITY, STATE)
PROP - 7
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]

SECURITY FOR COMPENSATION CERTIFICATE
(Required by California Labor Code Section 1861)
TO: City Council
City of Roseville
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this Contract. _________________________________
_________________________________
(Signature of Bidder)
_________________________________
_________________________________
Business Address
_________________________________
Telephone
PROP - 8
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] BIDDER’S BOND
City Council of the City of Roseville
KNOW ALL MEN BY THESE PRESENTS:

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

THE CONDITION OF THIS OBLIGATION IS SUCH,
That whereas the Principal has submitted the above-mentioned Bid to the City Council of the City of Roseville, as aforesaid, for certain construction specifically described as follows, for which Bids are to be opened at the Office of the City Clerk located at 311 Vernon Street, Roseville, California, on ____________________________, 20__ FOR (Copy here the exact title of work as it appears on the Proposal.) PROP - 9
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] NOW, THEREFORE, IF THE AFORESAID PRINCIPAL is awarded the Contract and, within the time and manner required under the Contract Documents, after the prescribed forms are presented for signature, enters into a written Contract, in the prescribed form, in accordance with the Bid, and files all insurance and two (2) Bonds with the Department, one (1) to guarantee Faithful Performance and the other to guarantee Payment for Labor and Materials, as required by law, then this obligation shall be null and void; otherwise, it shall be and remain in full force and effect.

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

DRY CREEK GREENWAY EAST PHASE 1 TRAIL PROJECT
CONTRACTOR:

SCHEDULE OF BASE BID ITEMS
ITEM NO. * ITEM UNIT ESTIMATED

QUANTITY

ITEM PRICE SUBTOTAL
1 MOBILIZATION (10%) LS 1
2 PREPARE STORM WATER POLLUTION PREVENTION PLAN LS 1
3 WATER POLLUTION CONTROL LS 1
4 JOB SITE MANAGEMENT LS 1
5 PORTABLE CHANGEABLE MESSAGE SIGNS LS 1
6 TRAFFIC CONTROL SYSTEM LS 1
7 CONSTRUCTION AREA SIGNS LS 1
8 CLEARING AND GRUBBING LS 1
9 ROLLED EROSION CONTROL PRODUCT SQFT 70104
10 SYNTHETIC EROSION CONTROL MAT SQFT 6823
11 HYDROSEEDING SQFT 31523
12 COMPOST CY 6
13 TEMPORARY HIGH VISIBILITY FENCE LF 16147
14 TEMPORARY FIBER ROLL LF 23151
15 TEMPORARY SILT FENCE LF 8072
16 TEMPORARY CONCRETE WASHOUT EA 10
17 TEMPORARY CONSRTUCTION ENTRANCE EA 7
18 TEMPORARY DRAINAGE INLET PROTECTION EA 9
19 ROADWAY EXCAVATION AND GRADING CY 7400
20 IMPORTED BORROW CY 4560
21 GEOSYNTHETIC REINFORCED EMBANKMENT CY 2000
22 GEOSYNTHETIC EROSION CONTROL WRAP SY 2056
23 REMOVE CONCRETE SIDEWALK SY 141
24 REMOVE CONCRETE CURB & GUTTER LF 301
25 REMOVE MISCELLANEOUS CONCRETE CY 5
26 REMOVE AC DIKE LF 63
27 REMOVE FENCE (Incl. GATES) LF 1771
28 REMOVE TRAIL SWING GATE EA 2
29 REMOVE TREE EA 259
30 REMOVE STREET LIGHT EA 5
31 PREFABRICATED RESTROOM LS 1
32 HOT MIX ASPHALT (TYPE A) TON 778
PROP - 10A
DRY CREEK GREENWAY EAST PHASE 1 TRAIL PROJECT
33 PCC PAVEMENT (BIKE TRAIL) CY 1422
34 AGGREGATE BASE (CLASS 2) CY 1480
35 DECOMPOSED GRANITE CY 277
36 MINOR CONCRETE (SIDEWALK) CY 35
37 MINOR CONCRETE (CURB AND GUTTER TYPE 2) CY 49
38 MINOR CONCRETE (BARRIER CURB) CY 2
39 MINOR CONCRETE (HEADWALL) CY 70
40 MINOR CONCRETE (PIPE INLET) CY 6
41 BAR REINFORCING STEEL (DRAINAGE STRUCTURE) LB 4430
42 TRASH RACK, 36" EA 3
43 MINOR CONCRETE (RETAINING CURB) LF 328
44 RELOCATE POST AND CABLE FENCE LF 165
45 POST AND CABLE FENCE LF 3168
46 CHAIN LINK FENCE LF 2177
47 STEEL BAR TRAIL SWING GATE EA 1
48 COLLAPSIBLE BOLLARDS EA 3
49 FIXED BOLLARDS EA 4
50 IN-LINE CRASH CUSHION (TYPE SCI-70GM TL-2) EA 2
51 DETECTABLE WARNING TILE SF 39
52 RELOCATE ROADSIDE SIGN EA 2
53 ROADSIDE SIGN (1-POST) EA 44
54 REMOVE ROADSIDE SIGN PANEL EA 3
55 INSTALL ROADSIDE SIGN PANEL EA 65
56 BIKE TRAIL STENCIL WITH "SHARE THE TRAIL" SIGNAGE EA 16 57 THERMOPLASTIC PAVEMENT MARKINGS SF 545
58 MMA COLORED PAVEMENT MARKING SF 460
59 4" THERMOPLASTIC TRAFFIC STRIPE (CENTERLINE
AND SOLID LINE - YELLOW) LF 13750
60 4" THERMOPLASTIC TRAFFIC STRIPE
(EDGE SOLID LINE - WHITE) LF 3580
61 6" THERMOPLASTIC TRAFFIC STRIPE
(DETAIL 39) LF 884
62 TRAFFIC MARKERS (DETAIL 23) EA 121
63 LONGITUDINAL PEAK STONE TOE PROTECTION CY 91
64 VEGETATED ROCK SLOPE PROTECTION CY 201
65 ROCK SLOPE PROTECTION (CLASS IV, METHOD B) CY 748
66 ROCK SLOPE PROTECTION FABRIC (CL8) SY 880
67 MODIFIED CONCRETE COLLAR EA 2
68 12" FES EA 1
69 12" RCP LF 77
PROP - 10B
DRY CREEK GREENWAY EAST PHASE 1 TRAIL PROJECT
70 18" FES EA 6
71 18" RCP LF 164
72 24" FES EA 8
73 24" RCP LF 376
74 36" RCP LF 136
75 54" RCP LF 111
76 REMOVE AND REPLACE SD DI EA 1
77 SDMH (City Standard Detail DR-4) EA 5
78 DROP INLET (Type C) EA 1
79 DROP INLET (Type F) EA 5
80 CONCRETE PIPE INLET (TYPE OCP) EA 2
81 ADJUST SSMH LID TO GRADE EA 8
82 ADJUST PULL BOX TO GRADE EA 2
83 RELOCATE STONE PLAQUE EA 1
84 INSTALL STREET LIGHT EA 6
85 SSMH EA 1
86 WATER TEE-CONNECTION TO WATER MAIN EA 1
87 WATER & IRRIGATION VALVE, METER, AND BACKFLOW
PREVENTER ASSEMBLY LS 1
88 RELOCATE FIRE HYDRANT EA 1
89 ADJUST WATER VALVE TO GRADE EA 2
90 4" VCP SEWER PIPE (PREFAB-RESTROOM) LF 50
91 1.5" WATER PIPE (PREFAB-RESTROOM) LF 35
92 ELECTRICAL CONDUIT (PREFAB-RESTROOM) LF 112
93 STRUCTURE EXCAVATION (RETAINING WALL) CY 3982
94 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 280
95 STRUCTURE BACKFILL (RETAINING WALL) CY 2978
96 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 174
97 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 215
98 30" DRILLED HOLE LF 1043
99 36" DRILLED HOLE LF 128
100 STEEL SOLDIER PILE LF 1280
101 CONCRETE LAGGING CY 106
102 STRUCTURAL CONCRETE (RETAINING WALL) CY 1274
103 BAR REINFORCING STEEL (RETAINING WALL) LB 81286
104 ARCHITECTURAL TREATMENT SF 2648
105 CABLE RAILING LF 892
106 TUBULAR RAILING LF 1485
PROP - 10C
DRY CREEK GREENWAY EAST PHASE 1 TRAIL PROJECT
107 GABION CY 644
108 MINOR CONCRETE (MINOR STRUCTURE) CY 36
109 AGGREGATE BASE CY 118
110 ROCK SLOPE PROTECTION (300LB, CLASS IV, METHOD B) CY 605 111 ROCK SLOPE PROTECTION (1/4T, CLASS V, METHOD B) CY 615 112 STRUCTURE EXCAVATION (BRIDGE) CY 78
113 STRUCTURE BACKFILL (BRIDGE) CY 40
114 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 385
115 STRUCTURAL CONCRETE, BRIDGE SUBSTTR CY 114
116 STRUCTURAL CONCRETE, BRIDGE SUPERSTTR CY 60
117 BAR REINFORCING STEEL (BRIDGE) LB 133972
118 STEEL RAILING LF 146
119 CONCRETE BARRIER (TYPE 60) LF 137
120 REMOVE CONCRETE BARRIER LB 14
121 CONCRETE BARRIER (TYPE 732) LF 34
122 SPECIAL SLIDING JOINT LF 14
123 WATER LINE RELOCATION (Sunrise Ave) LS 1
124 STRUCTURE EXCAVATION (TRUSS) CY 1988
125 STRUCTURE BACKFILL (TRUSS) CY 437
126 MECHANICALLY STABILIZED EARTH WALL SQFT 4200
127 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 252
128 STRUCTURAL CONCRETE, BRIDGE (POLY) CY 58
129 STRUCTURAL CONCRETE, APPROACH SLAB CY 28
130 DRILL AND BOND DOWEL LF 800
131 FURNISH STEEL TRUSS LS 1
132 ERECT STEEL TRUSS LS 1
133 WATER ACCESS AND DIVERSION LS 1
134 LIGHTING (PARKING LOT) LS 1
135 LIGHTING (TRAIL) LS 1
136 PEDESTRIAN CROSSING WARNING SYSTEM LS 1
137 HOT MIX ASPHALT (TYPE A) - TRAILHEAD TON 297
138 AGGREGATE BASE (CLASS 2) - TRAILHEAD CY 232
139 DECOMPOSED GRANITE - TRAILHEAD CY 2
140 MINOR CONCRETE (SIDEWALK) - TRAILHEAD CY 35
141 MINOR CONCRETE (CURB AND GUTTER TYPE 2) - TRAILHEAD CY 6 142 DETECTABLE WARNING TILE - TRAILHEAD SF 50
143 THERMOPLASTIC PAVEMENT MARKINGS - TRAILHEAD SF 11
PROP - 10D
DRY CREEK GREENWAY EAST PHASE 1 TRAIL PROJECT
144 4" THERMOPLASTIC TRAFFIC STRIPE
(EDGE SOLID LINE - WHITE) - TRAILHEAD LF 949
145 WHEEL STOPS - TRAILHEAD EA 35
146 IRRIGATION LS 1
147 TREE PLANTING 36" BOX EA 13
148 SHRUBS/PERENNIALS/GROUNDCOVER SF 14207
149 ONE-YEAR MAINTENANCE/PLANT ESTABLISHMENT PERIOD LS 1 150 WAYFINDING SIGNAGE EA 14
151 INTERPRETIVE SIGNAGE EA 1
152 BENCH EA 11
153 BICYCLE RACK EA 4
154 WASTE RECEPTACLE EA 8
155 PET WASTE RECEPTACLE EA 4
156 PLAYCORE OUTDOOR FITNESS EQUIPMENT EA 4
157 FURNISH AND INSTALL RADAR LEVEL SENSOR (TYPE FMR50) EA 1 158 TINA WAY BRIDGE DECK REPLACEMENT LS 1
159 CLEAR AND GRUBBING LS 1
160 NEW 12" WATER LINE LS 1
161 NEW 12" RUBBER EXPANSION JOINT LS 1
162 TRAFFIC CONTROL SYSTEM LS 1
163 WATER LINE REMOVAL LS 1
164 WATER LINE HANGERS LS 1
TOTAL
* (F) denotes final pay item
(P) denotes partial payment
(S) denotes specialty item
PROP - 10E
PROP - 11
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]

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
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]

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

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

NAME OF BIDDER: _________________________________________ SIGNATURE OF BIDDER: ____________________________________ TITLE OF BIDDER: _________________________________________ DATE: _____________________________________________________ PROP - 13
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]

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

NAME OF BIDDER: _________________________________________ SIGNATURE OF BIDDER: ____________________________________ TITLE OF BIDDER: _________________________________________ DATE: _____________________________________________________ PROP - 14
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]

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

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

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

Print Name Signature

Name of Business/Company/Corporation Date

Address Phone

Local Assistance Procedures Manual Exhibit 15-G
Construction Contract DBE Commitment
Exhibit 15-G: Construction Contract DBE Commitment

1. Local Agency: 2. Contract DBE Goal:

3. Project Description:

4. Project Location:

5. Bidder's Name: 6. Prime Certified DBE:  7. Bid Amount:

8. Total Dollar Amount for ALL Subcontractors: 9. Total Number of ALL Subcontractors:

10. Bid
Item
Number

11. Description of Work, Service, or
Materials Supplied

12. NAICS or
Work
Category
Codes

13. DBE
Certification
Number

14. DBE Contact Information
(Must be certified on the date bids are
opened)

15. DBE
Dollar
Amount
Local Agency to Complete this Section upon Execution of Award 16. TOTAL CLAIMED DBE PARTICIPATION

22. Local Agency Contract Number:

23. Federal-Aid Project Number:

24. Bid Opening Date: %

25. Contract Award Date:

IMPORTANT: Identify all DBE firms being claimed for credit, regardless of tier. Names of the First Tier DBE Subcontractors and their respective item(s) of work listed above must be consistent, where applicable with the names and items of the work in the "Subcontractor List" submitted with your bid. Written confirmation of each listed DBE is required.

26. Award Amount:

Local Agency certifies that all DBE certifications are valid and information on this form is complete and accurate.

27. Local Agency Representative’s Signature 28. Date

29. Local Agency Representative’s Name 30. Phone

31. Local Agency Representative’s Title

17. Preparer’s Signature 18. Date

19. Preparer’s Name 20. Phone

21. Preparer’s Title
DISTRIBUTION: 1. Original – Local Agency

2. Copy – Caltrans District Local Assistance Engineer (DLAE). Failure to submit to DLAE within 30 days of contract execution may result in de-obligation of federal funds on contract.

3. Include additional copy with award package.

Page 1 of 2 ends

January 2023
PROP-15

Local Assistance Procedures Manual Exhibit 15-G
Construction Contract DBE Commitment
INSTRUCTIONS – CONSTRUCTION CONTRACT DBE COMMITMENT

CONTRACTOR SECTION

1. Local Agency - Enter the name of the local agency that is administering the contract.

2. Contract DBE Goal - Enter the contract DBE goal percentage as it appears on the project advertisement.

3. Project Description - Enter the project description as it appears on the project advertisement (Bridge Rehab, Seismic Rehab, Overlay, Widening, etc).

4. Project Location - Enter the project location(s) as it appears on the project advertisement.

5. Bidder’s Name - Enter the contractor’s firm name.

6. Prime Certified DBE - Check box if prime contractor is a certified DBE.

7. Bid Amount - Enter the total contract bid dollar amount for the prime contractor.

8. Total Dollar Amount for ALL Subcontractors – Enter the total dollar amount for all subcontracted contractors.

SUM = (DBEs + all Non-DBEs). Do not include the prime contractor information in this count.

9. Total number of ALL subcontractors – Enter the total number of all subcontracted contractors. SUM = (DBEs + all Non-DBEs). Do not include the prime contractor information in this count.

10. Bid Item Number - Enter bid item number for work, services, or materials supplied to be provided.

11. Description of Work, Services, or Materials Supplied - Enter description of work, services, or materials to be provided. Indicate all work to be performed by DBEs including work performed by the prime contractor’s own forces, if the prime is a DBE. If 100% of the item is not to be performed or furnished by the DBE, describe the exact portion to be performed or furnished by the DBE. See LAPM Chapter 9 to determine how to count the participation of DBE firms.

12. NAICS or Work Category Codes - Enter NAICS or Work Category Codes from the California Unified Certification Program database.

13. DBE Certification Number - Enter the DBE’s Certification Identification Number. All DBEs must be certified on the date bids are opened.

14. DBE Contact Information - Enter the name, address, and phone number of all DBE subcontracted contractors.

Also, enter the prime contractor’s name and phone number, if the prime is a DBE.

15. DBE Dollar Amount - Enter the subcontracted dollar amount of the work to be performed or service to be provided.

Include the prime contractor if the prime is a DBE. See LAPM Chapter 9 for how to count full/partial participation.

16. Total Claimed DBE Participation - $: Enter the total dollar amounts entered in the “DBE Dollar Amount” column. %: Enter the total DBE participation claimed (“Total Claimed DBE Participation Dollars” divided by item “Bid Amount”). If the total % claimed is less than item “Contract DBE Goal,” an adequately documented Good Faith Effort (GFE) is required (see Exhibit 15-H DBE Information - Good Faith Efforts of the LAPM).

17. Preparer’s Signature - The person completing the DBE commitment form on behalf of the contractor’s firm must sign their name.

18. Date - Enter the date the DBE commitment form is signed by the contractor’s preparer.

19. Preparer’s Name - Enter the name of the person preparing and signing the contractor’s DBE commitment form.

20. Phone - Enter the area code and phone number of the person signing the contractor’s DBE commitment form.

21. Preparer’s Title - Enter the position/title of the person signing the contractor’s DBE commitment form.

LOCAL AGENCY SECTION

22. Local Agency Contract Number - Enter the Local Agency contract number or identifier.

23. Federal-Aid Project Number - Enter the Federal-Aid Project Number(s).

24. Bid Opening Date - Enter the date contract bids were opened.

25. Contract Award Date - Enter the date the contract was executed.

26. Award Amount – Enter the contract award amount as stated in the executed contract.

27. Local Agency Representative’s Signature - The person completing this section of the form for the Local Agency must sign their name to certify that the information in this and the Contractor Section of this form is complete and accurate.

28. Date - Enter the date the DBE commitment form is signed by the Local Agency Representative.

29. Local Agency Representative’s Name - Enter the name of the Local Agency Representative certifying the contractor’s DBE commitment form.

30. Phone - Enter the area code and phone number of the person signing the contractor’s DBE commitment form.

31. Local Agency Representative Title - Enter the position/title of the Local Agency Representative certifying the contractor’s DBE commitment form.

Page 2 of 2 ends

January 2023
PROP-16

Local Assistance Procedures Manual Exhibit 15-H
Proposer/Contractor Good Faith Effort
EXHIBIT 15-H: PROPOSER/CONTRACTOR GOOD FAITH EFFORTS
Cost Proposal Due Date ___________________ PE/CE
Federal-aid Project No(s). _____________________ Bid Opening Date ___________________ CON The established a Disadvantaged Business Enterprise (DBE) goal of ______ for this contract. The information provided herein shows the required good faith efforts to meet or exceed the DBE contract goal.

Proposers or bidders submit the following information to document their good faith efforts within five (5) calendar days from cost proposal due date or bid opening. Proposers and bidders are recommended to submit the following information even if the Exhibit 10-O1: Consultant Proposal DBE Commitments or Exhibit 15-G:

Construction Contract DBE Commitment indicate that the proposer or bidder has met the DBE goal. This form protects the proposer’s or bidder’s eligibility for award of the contract if the administering agency determines that the bidder failed to meet the goal for various reasons, e.g., a DBE firm was not certified at bid opening, or the bidder made a mathematical error.

The following items are listed in the Section entitled “Submission of DBE Commitment” of the Special Provisions, please attach additional sheets as needed:

A. The names and dates of each publication in which a request for DBE participation for this project was placed by the bidder (please attach copies of advertisements or proofs of publication):

Publications Dates of Advertisement
B. The names and dates of written notices sent to certified DBEs soliciting bids for this project and the dates and methods used for following up initial solicitations to determine with certainty whether the DBEs were interested (please attach copies of solicitations, telephone records, fax confirmations, etc.):

Names of DBEs Solicited Date of Initial Solicitation Follow Up Methods and Dates

Page 1 of 3 ends

May 2020
PROP-17

Local Assistance Procedures Manual Exhibit 15-H
Proposer/Contractor Good Faith Effort
C. The items of work made available to DBE firms including those unbundled contract work items into economically feasible units to facilitate DBE participation. It is the bidder's responsibility to demonstrate that sufficient work to facilitate DBE participation in order to meet or exceed the DBE contract goal.

Items of Proposer or Bidder Breakdown of Amount Percentage Work Normally Performs Item Items ($) Of
(Y/N) Contract
D. The names, addresses and phone numbers of rejected DBE firms, the reasons for the bidder's rejection of the DBEs, the firms selected for that work (please attach copies of quotes from the firms involved), and the price difference for each DBE if the selected firm is not a DBE:

Names, addresses and phone numbers of rejected DBEs and the reasons for the bidder's rejection of the DBEs:

Names, addresses and phone numbers of firms selected for the work above:

E. Efforts (e.g. in advertisements and solicitations) made to assist interested DBEs in obtaining information related to the plans, specifications and requirements for the work which was provided to DBEs:

Page 2 of 3 ends

May 2020
PROP-18

Local Assistance Procedures Manual Exhibit 15-H
Proposer/Contractor Good Faith Effort
F. Efforts (e.g. in advertisements and solicitations) made to assist interested DBEs in obtaining bonding, lines of credit or insurance, necessary equipment, supplies, materials, or related assistance or services, excluding supplies and equipment the DBE subcontractor purchases or leases from the prime contractor or its affiliate:

G. The names of agencies, organizations or groups contacted to provide assistance in contacting, recruiting and using DBE firms (please attach copies of requests to agencies and any responses received, i.e., lists, Internet page download, etc.):

Name of Agency/Organization Method/Date of Contact Results H. Any additional data to support a demonstration of good faith efforts:

Page 3 of 3 ends

May 2020
PROP-19

Amount
Subcontracted DIR Reg Number

A
A
A
A
A
A
A
A

I
I
I
I
I
I
I
I
I
Local Assistance Procedures Manual Exhibit 12-B
Bidder’s List of Subcontractors (DBE and Non-DBE)
Exhibit 12-B: Bidder’s List of Subcontractor (DBE and Non-DBE) - Part 1 As of March 1, 2015 Contractors (and sub-contractors) wishing to bid on public works contracts must be registered with the State Division of Industrial Relations and certified to bid on Public Works contracts. Please register at https://www.dir.ca.gov/Public-Works/ContractorRegistration.html. The local agency will verify registration of all contractors and subcontractors on public works projects at bid and thereafter annually to assure that yearly registration is maintained throughout the life of the project.

In accordance with Title 49, Section 26.11 of the Code of Federal Regulations, and Section 4104 of the Public Contract Code of the State of California, as amended, the following information is required for each sub-contractor who will perform work amounting to more than one half of one percent (0.5%) of the Total Base Bid or $10,000 (whichever is greater).

FEDERAL PROJECT NUMBER:

Photocopy this form for additional firms.

Subcontractor Name & Location Line Item & Description Subcontract Percentage of Bid Item
Contractor License Number DBE
(Y/N) DBE Cert Number Annual Gross Receipts
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
ge of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
ge of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
ge of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
ge of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
ge of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
ge of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
ge of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
ge of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
Age of Firm in
years
Distribution – Original: Local Agency File; Copy: DLAE w/Award Package

Page 1 of 2 ends

Ag
Ag
Ag
Ag
Ag
Ag
Ag
Ag

I
I
I
I
I
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I
I
I
Local Assistance Procedures Manual Exhibit 12-B
Bidder’s List of Subcontractors (DBE and Non-DBE)
Exhibit 12-B: Bidder’s List of Subcontractor (DBE and Non-DBE) - Part 2 In accordance with Title 49, Section 26 of the Code of Federal Regulations, the Bidder shall list all subcontractors who provided a quote or bid but were not selected to participate as a subcontractor on this project.

FEDERAL PROJECT NUMBER:

Photocopy this form for additional firms.

Subcontractor Name & Location Line Item & Description Subcontract Amount
Percentage of
Bid Item
Subcontracted
Contractor License Number DBE
(Y/N) DBE Cert Number Annual Gross Receipts
DIR Reg Number
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
e of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
e of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
e of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
e of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
e of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
e of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
e of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
e of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
Age of Firm in
years
Distribution – Original: Local Agency File; Copy: DLAE w/Award Package

Page 2 of 2 ends

Local Assistance Procedures Manual Exhibit 12-H
Sample Bid

EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION
The bidder_________________________________________________________________, proposed subcontractor _______________________________________________, hereby certifies that he has ___ , has not , participated in a previous contract or subcontract subject to the equal opportunity clauses, as required by Executive Orders 10925, 11114, or 11246, and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filling requirements.

Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b) (1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.)
Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations.

Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b) (1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor.

LPP 18-01 Page 6 of 22
January 2019 PROP-22

Local Assistance Procedures Manual Exhibit 12-H
Sample Bid

PUBLIC CONTRACT CODE
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
In conformance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder has ___ , has not ___ been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or Federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1.

Note: The bidder must place a checkmark after "has" or "has not" in one of the blank spaces provided. The above Statement is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
In conformance with Public Contract Code Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire:

Has the bidder, any officer of the bidder, or any employee of the bidder who has a 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.

LPP 18-01 Page 7 of 22
January 2019 PROP-23

Local Assistance Procedures Manual Exhibit 12-H
Sample Bid
PUBLIC CONTRACT CODE 10232 STATEMENT
In conformance with Public Contract Code Section 10232, the Contractor, hereby states under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against the Contractor within the immediately preceding two-year period because of the Contractor's failure to comply with an order of a federal court which orders the Contractor to comply with an order of the National Labor Relations Board.

Note: The above Statement and Questionnaire are part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement and Questionnaire.

Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

LPP 18-01 Page 8 of 22
January 2019 PROP-24

Local Assistance Procedures Manual Exhibit 12-H
Sample Bid

DEBARMENT AND SUSPENSION CERTIFICATION
TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29
The bidder, under penalty of perjury, certifies that, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, manager:
• is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any Federal agency;
• has not been suspended, debarred, voluntarily excluded or determined ineligible by any Federal agency within the past 3 years;
• does not have a proposed debarment pending; and
• has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years.

If there are any exceptions to this certification, insert the exceptions in the following space.

Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action.

Notes: Providing false information may result in criminal prosecution or administrative sanctions.

The above certification is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Certification.

LPP 18-01 Page 10 of 22
January 2019 PROP-25

Local Assistance Procedures Manual Exhibit 12-H
Sample Bid

NONLOBBYING CERTIFICATION

FOR FEDERAL-AID CONTRACTS
The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that:
(l) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement.
(2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities," in conformance with its instructions.

This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly.

LPP 18-01 Page 11 of 22
January 2019 PROP-26

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Local Assistance Procedures Manual Exhibit 12-H
Sample Bid

DISCLOSURE OF LOBBYING ACTIVITIES
COMPLETE THIS FORM TO DISCLOSE LOBBYING ACTIVITIES PURSUANT TO 31 U.S.C. 1352

1. Type of Federal Action: 2. Status of Federal Action: 3. Report Type:
a. contract a. bid/offer/application a. initial
b. grant b. initial award b. material change
c. cooperative agreement c. post-award
d. loan For Material Change Only:
e. loan guarantee year _____ quarter _________
f. loan insurance date of last report __________

4. Name and Address of Reporting Entity 5. If Reporting Entity in No. 4 is Subawardee, Enter Name and Address of Prime:

Prime Subawardee
Tier_______ , if known
Congressional District, if known Congressional District, if known

6. Federal Department/Agency: 7. Federal Program Name/Description:

CFDA Number, if applicable ___________________

8. Federal Action Number, if known: 9. Award Amount, if known:

10. a. Name and Address of Lobby Entity b. Individuals Performing Services (including (If individual, last name, first name, MI) address if different from No. 10a) (last name, first name, MI)
(attach Continuation Sheet(s) if necessary)

11. Amount of Payment (check all that apply) 13. Type of Payment (check all that apply) $_____________ actual planned a. retainer
b. one-time fee

12. Form of Payment (check all that apply): c. commission a. cash d. contingent fee
b. in-kind; specify: nature ______________ e deferred
value _____________ f. other, specify _________________________

14. Brief Description of Services Performed or to be performed and Date(s) of Service, including officer(s), employee(s), or member(s) contacted, for Payment Indicated in Item 11:
(attach Continuation Sheet(s) if necessary)

15. Continuation Sheet(s) attached: Yes No

16. Information requested through this form is authorized by Title 31 U.S.C. Section 1352. This disclosure of lobbying reliance was placed by the tier above when his transaction was made or entered into. This disclosure is required
pursuant to 31 U.S.C. 1352. This information will be
reported to Congress semiannually and will be available for public inspection. Any person who fails to file the required disclosure shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

Signature:________________________________________
Print Name: ______________________________________
Title:____________________________________________
Telephone No.:_____________________ Date: __________
Authorized for Local Reproduction
Federal Use Only: Standard Form - LLL
LPP 18-01 Page 12 of 22
January 2019 PROP-27

Local Assistance Procedures Manual Exhibit 12-H
Sample Bid

INSTRUCTIONS FOR COMPLETION OF SF-LLL,

DISCLOSURE OF LOBBYING ACTIVITIES
This disclosure form shall be completed by the reporting entity, whether subawardee or prime Federal recipient, at the initiation or receipt of covered Federal action or a material change to previous filing pursuant to title 31 U.S.C. section 1352. The filing of a form is required for such payment or agreement to make payment to lobbying entity for influencing or attempting to influence an officer or employee of any agency, a Member of Congress an officer or employee of Congress or an employee of a Member of Congress in connection with a covered Federal action. Attach a continuation sheet for additional information if the space on the form is inadequate. Complete all items that apply for both the initial filing and material change report. Refer to the implementing guidance published by the Office of Management and Budget for additional information.

1. Identify the type of covered Federal action for which lobbying activity is and/or has been secured to influence, the outcome of a covered Federal action.

2. Identify the status of the covered Federal action.

3. Identify the appropriate classification of this report. If this is a follow-up report caused by a material change to the information previously reported, enter the year and quarter in which the change occurred. Enter the date of the last, previously submitted report by this reporting entity for this covered Federal action.

4. Enter the full name, address, city, state and zip code of the reporting entity. Include Congressional District if known.

Check the appropriate classification of the reporting entity that designates if it is or expects to be a prime or subaward recipient. Identify the tier of the subawardee, e.g., the first subawardee of the prime is the first tier. Subawards include but are not limited to subcontracts, subgrants and contract awards under grants.

5. If the organization filing the report in Item 4 checks "Subawardee" then enter the full name, address, city, state and zip code of the prime Federal recipient. Include Congressional District, if known.

6. Enter the name of the Federal agency making the award or loan commitment. Include at least one organization level below agency name, if known. For example, Department of Transportation, United States Coast Guard.

7. Enter the Federal program name or description for the covered Federal action (item 1). If known, enter the full Catalog of Federal Domestic Assistance (CFDA) number for grants, cooperative agreements, loans and loan commitments.

8. Enter the most appropriate Federal identifying number available for the Federal action identification in item 1 (e.g., Request for Proposal (RFP) number, Invitation for Bid (IFB) number, grant announcement number, the contract grant. or loan award number, the application/proposal control number assigned by the Federal agency). Include prefixes, e.g., "RFP-DE-90-001."

9. For a covered Federal action where there has been an award or loan commitment by the Federal agency, enter the Federal amount of the award/loan commitments for the prime entity identified in item 4 or 5.

10. (a) Enter the full name, address, city, state and zip code of the lobbying entity engaged by the reporting entity identified in item 4 to influenced the covered Federal action.
(b) Enter the full names of the individual(s) performing services and include full address if different from 10 (a). Enter Last Name, First Name and Middle Initial (Ml).

11. Enter the amount of compensation paid or reasonably expected to be paid by the reporting entity (item 4) to the lobbying entity (item 10). Indicate whether the payment has been made (actual) or will be made (planned). Check all boxes that apply. If this is a material change report, enter the cumulative amount of payment made or planned to be made.

12. Check the appropriate box. Check all boxes that apply. If payment is made through an in-kind contribution, specify the nature and value of the in-kind payment.

13. Check the appropriate box. Check all boxes that apply. If other, specify nature.

14. Provide a specific and detailed description of the services that the lobbyist has performed or will be expected to perform and the date(s) of any services rendered. Include all preparatory and related activity not just time spent in actual contact with Federal officials. Identify the Federal officer(s) or employee(s) contacted or the officer(s) employee(s) or Member(s) of Congress that were contacted.

15. Check whether or not a continuation sheet(s) is attached.

16. The certifying official shall sign and date the form, print his/her name title and telephone number.

Public reporting burden for this collection of information is estimated to average 30 minutes per response, including time for reviewing instruction, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the Office of Management and Budget, Paperwork Reduction Project (0348-0046), Washington, D.C. 20503. SF-LLL-Instructions Rev. 06-04-90«ENDIF» LPP 18-01 Page 13 of 22
January 2019 PROP-28

Sign
~ Here
_____________________________________________________________________________________________ Local Assistance Procedures Manual Exhibit 12-H
Sample Bid
Accompanying this proposal is ____________________________________________________________ (NOTICE: INSERT THE WORDS "CASH($ _________)," "CASHIER'S CHECK," "CERTIFIED CHECK," OR "BIDDER'S BOND," AS THE CASE MAY BE.) in amount equal to at least ten percent of the total of the bid.

The names of all persons interested in the foregoing proposal as principals are as follows:

IMPORTANT NOTICE: If bidder or other interested person is a corporation, state legal name of corporation, also names of the president, secretary, treasurer, and manager thereof; if a copartnership, state true name of firm, also names of all individual copartners composing firm; if bidder or other interested person is an individual, state first and last names in full.

Licensed in conformance with an act providing for the registration of Contractors, License No. _____________________________ Classification(s) _______________________________

ADDENDA
This Proposal is submitted with respect to the changes to the contract included in addenda number/s (Fill in addenda numbers if addenda have been received and insert, in this Proposal, any Engineer's Estimate sheets that were received as part of the addenda.)
By my signature on this proposal I certify, under penalty of perjury under the laws of the State of California, that the foregoing questionnaire and statements of Public Contract Code Sections 10162, 10232 and 10285.1 are true and correct and that the bidder has complied with the requirements of Section 8103 of the Fair Employment and Housing Commission Regulations (Chapter 5, Title 2 of the California Administrative Code). By my signature on this proposal I further certify, under penalty of perjury under the laws of the State of California and the United States of America, that the Noncollusion Affidavit required by Title 23 United States Code, Section 112 and Public Contract Code Section 7106; and the Title 49 Code of Federal Regulations, Part 29 Debarment and Suspension Certification are true and correct.

Date: ______________________________________
Signature and Title of Bidder
Business Address ________________________________________________________ Place of Business ________________________________________________________ Place of Residence _______________________________________________________ LPP 18-01 Page 14 of 22
January 2019 PROP-29
PROP - 30
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]

END OF PROPOSAL
IV

AGREEMENT
[L:\agreement\form agreements\Project Manuals\project manual agreement - federal funds.docx; 3/8/2022]

A G R E E M E N T
THIS AGREEMENT, is made and entered into this _____day of __________________, 20_____, by and between the City of Roseville, a municipal corporation, (“CITY”), and ______________________________________________, a ____________________________, (“CONTRACTOR”); and
W I T N E S 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 [L:\agreement\form agreements\Project Manuals\project manual agreement - federal funds.docx; 3/8/2022] declared the bid of CONTRACTOR to be the lowest responsible bid and thereupon awarded a contract to CONTRACTOR to do the work referred to in the aforementioned specifications.

NOW, THEREFORE, the parties agree as follows:

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

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

3. CONTRACT DOCUMENTS. The complete Agreement between the parties hereto consists of the following documents:
a. The advertisement for bids (including the notice to bidders, instructions to bidders and proposals);
b. The accepted bid;
c. Plans and specifications (including standard construction specifications, special provisions and construction details);
d. Bonds and insurance required by the specifications; and 3 [L:\agreement\form agreements\Project Manuals\project manual agreement - federal funds.docx; 3/8/2022] e. This contract.

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

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

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

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

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

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

CITY OF ROSEVILLE CONTRACTOR
______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ 4 [L:\agreement\form agreements\Project Manuals\project manual agreement - federal funds.docx; 3/8/2022] CITY may also act through either its architect or construction manager if CITY expressly gives notice to CONTRACTOR, in writing, that CITY’s designee has authority to act for CITY in a specific capacity.

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

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

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

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

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

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

13. INTEGRATED AGREEMENT. This is an integrated agreement and contains all of the terms, considerations, understanding and promises of the parties. It shall be read as a whole.
5 [L:\agreement\form agreements\Project Manuals\project manual agreement - federal funds.docx; 3/8/2022]

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

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 STRUCTURAL 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.

15. FEDERAL CONTRACTING REQUIREMENTS. CONTRACTOR shall adhere to all requirements set forth in the FHWA-1273 form entitled “Required Contract Provisions Federal-Aid Construction Contracts” which is attached hereto in its entirety as Exhibit “A” and incorporated herein by this reference. The current wage determination for federal minimum wage rates established by the United States Secretary of Labor referenced in Section IV of Exhibit “A” is set forth in Exhibit “B,” also attached hereto and incorporated herein by this reference.

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.
6 [L:\agreement\form agreements\Project Manuals\project manual agreement - federal funds.docx; 3/8/2022] CITY OF ROSEVILLE, a ___________________________, a
municipal corporation _____________________________
BY:_____________________________ BY: __________________________ DOMINICK CASEY its: __________________________
City Manager
and
ATTEST:

BY: __________________________
its: __________________________
BY:_____________________________

CARMEN AVALOS
City Clerk
APPROVED AS TO FORM:

BY: _____________________________

MICHELLE SHEIDENBERGER
City Attorney
APPROVED AS TO SUBSTANCE:

BY: _____________________________
Print Name:_______________________
Title:_____________________________
EXHIBIT “A”
FHWA-1273 Form
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
EXHIBIT 12-G: REQUIRED FEDERAL-AID CONTRACT LANGUAGE
(For Local Assistance Construction Projects)
The following language must be incorporated into all Local Assistance Federal-aid construction contracts.

The following language, with minor edits, was taken from the Code of Federal Regulations.

MAINTAIN RECORDS AND SUBMIT REPORTS DOCUMENTING YOUR PERFORMANCE UNDER THIS

SECTION

1. DISADVANTAGED BUSINESS ENTERPRISES (DBE) ................................................................................ 2 A. NONDISCRIMINATION STATEMENT.............................................................................................. 3 B. CONTRACT ASSURANCE............................................................................................................... 3 C. PROMPT PROGRESS PAYMENT ................................................................................................... 3 D. PROMPT PAYMENT OF WITHHELD FUNDS TO SUBCONTRACTORS ...................................... 3 E. TERMINATION AND SUBSTITUTION OF DBE SUBCONTRACTORS.......................................... 4 F. COMMITMENT AND UTILIZATION ................................................................................................. 5 G. DBE RUNNING TALLY OF ATTAINMENTS ................................................................................... 6

2. BID OPENING ................................................................................................................................................ 6

3. BID RIGGING ................................................................................................................................................. 6

4. CONTRACT AWARD ..................................................................................................................................... 6

5. CONTRACTOR LICENSE.............................................................................................................................. 6

6. CHANGED CONDITIONS .............................................................................................................................. 6 A. DIFFERING SITE CONDITIONS....................................................................................................... 6 B. SUSPENSIONS OF WORK ORDERED BY THE ENGINEER ......................................................... 6 C. SIGNIFICANT CHANGES IN THE CHARACTER OF WORK.......................................................... 7

7. BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES...................................... 7

8. BUY AMERICA............................................................................................................................................... 8

9. QUALITY ASSURANCE................................................................................................................................. 9

10. PROMPT PAYMENT FROM THE AGENCY TO THE CONTRACTORS ....................................................... 9

11. FORM FHWA-1273 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONTRACTS ...................... 9

12. FEMALE AND MINORITY GOALS .............................................................................................................. 22

13. TITLE VI ASSURANCES.............................................................................................................................. 23

14. FEDERAL TRAINEE PROGRAM................................................................................................................. 28

15. PROHIBITIONS OF CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE EQUIPMENT AND SERVICES ………………………………………………………………………………………………………….. 29

Page 1 of 29 ends

Roseville City CouncilJune 21, 2023

Roseville City Council
June 21, 2023