Agenda — Roseville City Council, June 1, 2022 (part 1 of 4)

AGENDA
June 1, 2022

CITY COUNCIL
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. Update on South County Transportation Sales Tax Measure Presentation by Mike Luken, Executive Director of Placer County Transportation Planning Agency, on the need, status, and outreach planned for a potential 2024 South County Transportation Sales Tax Measure and how it could impact the City. Discussion of other approaches to funding transportation infrastructure in Roseville.

CONTACT: Jason Shykowski 916-774-5331 [email protected]

6. PUBLIC COMMENTS

7. CONSENT CALENDAR

BEGINNING OF CONSENT CALENDAR
Bids / Purchases / Services

7.1. NC-57 Dog Park Improvements Project - Approval of Plans and Specifications, and Authorization to Call for Bids
Memo from Park Development Project Manager Ken Peterson and Parks, Recreation & Libraries Director Jill Geller recommending the City Council approve the plans and specifications for the NC-57 Dog Park Improvements Project and authorization to call for bids. The NC-57 Dog Park is an existing 0.5- acre dog park site located at 1280 Antelope Creek Drive, in East Roseville. The first phase of work to construct the NC-57 Dog Park was completed in 2016.

Dog park amenities planned include a doubled fences and gated entry area, ADA accessible pathway, drinking fountain, dog wash station, a seating bench and planting of various native trees using high efficiency irrigation methods. The architect’s estimate for project construction is $145,000. Funding for the project is provided through the North Central Neighborhood Park Fund and was approved in the FY2014-15 budget in the NC 57 Neighborhood Park CIP.

Maintenance of the park is funded from the General Fund and is expected to be minimal.

CC #: 2103
File #: 0704-01
CONTACT: Ken Peterson 916-774-1233 [email protected]

7.2. Vehicle Purchase – Sole Source Purchase Order
Memo from Fleet Manager Brian Craighead and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 22-187

APPROVING A SOLE SOURCE PURCHASE ORDER FOR A LENCO
BEARCAT G2 TACTICAL RESPONSE VEHICLE. Staff requests Council approve a sole source purchase order to Lenco Industries, Inc. for one Lenco BearCat G2 tactical response vehicle in the amount of $344,348. Lenco does not collect California sales tax so the City will pay $25,563 directly to the California Department of Tax and Fee Administration for a total purchase price of $369,911. Funding for this vehicle is included in the FY2021-22 Fleet Replacement budget.

CC #: 2107
File #: 0203-01
CONTACT: Brian Craighead 916-774-5731 [email protected]

7.3. Warehouse Construction – Contract Purchase Agreement Memo from Preventative Maintenance Coordinator Blaine Wiegel and Environmental Utilities Director Richard Plecker recommending the City Council adopt RESOLUTION NO. 22-190 APPROVING A CONTRACT

PURCHASE AGREEMENT, BY AND BETWEEN THE CITY OF

ROSEVILLE AND CARTER-KELLY INCORPORATED, AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3002216). Staff requests Council approve a contract purchase agreement with Carter-Kelly Incorporated to provide construction, engineering, and project management services for the construction of an 1,800 square foot parts warehouse for the Wastewater Collections Division located at 1800 Booth Road in the amount of $301,460 with a ten percent, or $30,146, contingency for increasing costs of construction materials.

Funding will be provided from the Environmental Utilities Department’s approved Wastewater Collections Warehouse Project budget.

CC #: 2106
File #: 0800-02
CONTACT: Blaine Wiegel 916-746-1833 [email protected]

7.4. Cirby Creek Bank Stabilization Project - Approval of Plans and Specifications and Authorization to Call for Bids
Memo from Assistant Engineer Joe Arino and Public Works Director Jason Shykowski recommending the City Council approve the plans and specifications for the Cirby Creek Bank Stabilization Project and authorizing staff to call for bids. The scope of this project consists of reconstructing an existing failed drainage outfall to City standards and stabilizing the eroding bank of Cirby Creek at the outfall, located at the rear portion of two residential properties on the south side of Juanita Way. The engineer's estimate for this project is approximately $170,000 and the project will funded by Highway User Tax Funds. No General Fund resources will be used for the project.

CC #: 2093
File #: 0900-04
CONTACT: Joe Arino 916-774-5460 [email protected]

7.5. Computers and Technology Equipment - Purchase Orders Memo from Client Service Supervisor Traci Bringgold and Chief Information Officer Hong Sae recommending the City Council approve purchase orders with CDW Technologies LLC for computers, technology equipment and software using Sourcewell CDW-G Technology Catalog Solutions #08149- CDW and Omnia Contract R210401 for Region 4 Education Service Center.

The total estimated cost for FY2022-23 is $750,000 and funding is included in the proposed FY2022-23 Information Technology Department budget and other departmental budgets.

CC #: 2094
File #: 0203-06
CONTACT: Traci Bringgold 916-774-5159 [email protected]

7.6. Aqueous Ammonia (BACC 03-2021) - Contract Purchase Agreement Memo from Buyer Becky Philipp and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 22-182 APPROVING A CONTRACT PURCHASE AGREEMENT, BY

AND BETWEEN THE CITY OF ROSEVILLE AND HILL BROTHERS

CHEMICAL COMPANY, AND AUTHORIZING THE CITY MANAGER TO

EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE
(3001862). Staff requests Council approve the renewal of a contract purchase agreement with Hill Brothers Chemical Company as the lowest responsive bidder for Bay Area Chemical Consortium Bid No. 03-2021 for the supply and delivery of Aqueous Ammonia for the Roseville Energy Park. The annual cost is $200,000. Funding is included in the Electric Department's proposed FY2022- 23 Electric Fund budget.

CC #: 2092
File #: 0203-03
CONTACT: Becky Philipp 916-774-5724 [email protected]

7.7. Ferric Chloride (BACC 06-2022) – Contract Purchase Agreement Memo from Buyer Becky Philipp and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 22-185 APPROVING A CONTRACT PURCHASE AGREEMENT, BY

AND BETWEEN THE CITY OF ROSEVILLE AND KEMIRA WATER

SOLUTIONS, AND AUTHORIZING THE CITY MANAGER TO EXECUTE
IT ON BEHALF OF THE CITY OF ROSEVILLE (3001884). Staff requests Council approve a contract purchase agreement with Kemira Water Solutions, Inc. as the lowest responsive bidder for Bay Area Chemical Consortium Bid No. 06-2022 for the supply and delivery of Ferric Chloride for the Dry Creek Wastewater Treatment Plant. The annual cost is $124,800. Funding is included in the Environmental Utilities Department's proposed FY2022-23 Budget. The bid allowed for three optional renewal years at one-year intervals. Staff requests authorization to continue utilizing the remaining optional renewal years of the bid contract without further Council approvals until the contract expires or until City staff determines that continuing with the same vendor is not in the City's best interest.

CC #: 2097
File #: 0203-03
CONTACT: Becky Philipp 916-774-5724 [email protected] Resolutions

7.8. Creekview Community Facilities District No. 1 - Improvement Area No. 2 Annexation - Resolution of Intention to Annex Territory Memo from Management Analyst Jeannine Thrash and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 22-186 A RESOLUTION OF THE CITY

COUNCIL OF THE CITY OF ROSEVILLE OF INTENTION TO ANNEX
TERRITORY TO CREEKVIEW COMMUNITY FACILITIES DISTRICT NO. 1 (PUBLIC FACILITIES) AND TO AUTHORIZE THE LEVY OF SPECIAL TAXES THEREIN. At the developer's request, an area being designated "Improvement Area No. 2" is being annexed into the Community Facilities District (CFD), leaving the remaining areas for possible future annexations. Improvement Area No. 2 includes Phase 3 and 4 of the Project and includes a total of 729 residential lots. The Phase 5 annexation is not yet determined and could annex into Improvement Area No. 2, or be its own improvement area in the future. The CFD generates 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 annexation will not impact the City's General Fund.

CC #: 2101
File #: 0206-03-01 & 0400-09-01
CONTACT: Jeannine Thrash 916-774-5473 [email protected] Dennis Kauffman 916-774-5313 [email protected]

7.9. Sanitary Survey Update of the American River Watershed Area – Memorandum of Understanding
Memo from Water Treatment Plant Chief Operator Stephen Peterson and Environmental Utilities Director Richard Plecker recommending the City Council adopt RESOLUTION NO. 22-183 APPROVING A MEMORANDUM OF

UNDERSTANDING, BY AND BETWEEN THE CARMICHAEL WATER

DISTRICT, THE CITY OF FOLSOM, THE CITY OF SACRAMENTO,

EAST BAY MUNICIPAL UTILITY DISTRICT, EL DORADO IRRIGATION

DISTRICT, FOLSOM STATE PRISON, GEORGETOWN DIVIDE PUBLIC

UTILITY DISTRICT, GOLDEN STATE WATER COMPANY, PLACER

COUNTY WATER AGENCY, SACRAMENTO COUNTY WATER AGENCY,

SAN JUAN WATER DISTRICT 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 Memorandum of Understanding regarding contracting and apportionment of costs for a sanitary survey update of the American River Watershed area and related activities. The City of Roseville, City of Sacramento, Carmichael Water District, City of Folsom, East Bay Municipal Utility District, El Dorado Irrigation District, Folsom State Prison, Georgetown Divide Public Utility District, Golden State Water Company, Placer County Water Agency, Sacramento County Water Agency, and San Juan Water District are party to this collaborative agreement. The total cost for this update will not exceed $250,200, with the City's allocated share being $21,610. Roseville’s share will be paid from the existing budget within the Water Utility, from the Water Treatment and Storage cost center budget funded from the Water Operations Fund which generates revenue from water utility sales.

CC #: 2095
File #: 0800-02
CONTACT: Stephen Peterson 916-746-1996 [email protected]

7.10.Sierra Vista Specific Plan, Baseline Road Segment 4 - Reimbursement Agreement
Memo from Principal Engineer Matthew Todd and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22-188 APPROVING A CITY/DEVELOPER REIMBURSEMENT

AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND

ANTHEM UNITED TORRENTE HOMES LIMITED PARTNERSHIP, AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approval of a reimbursement agreement with Anthem United Torrente Homes Limited Partnership in the amount of $2,076,545.38 for roadway improvements along Baseline Road, including signalized intersection improvements at Market Street, within the Sierra Vista Specific Plan that are beyond the developer's obligations.

The funding sources are the City/County Traffic Mitigation Fund and the Sierra Vista Set-Aside in the City’s Traffic Mitigation Fund, resulting in no impact to the City General Fund.

CC #: 2104
File #: 0400-04-12-1
CONTACT: Matthew Todd 916-774-5562 [email protected]

7.11.Bus Transport Services - Agreement Amendment
Memo from Parks, Recreation & Libraries Manager Jeff Nereson and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt RESOLUTION NO. 22-184 APPROVING THE FOURTH AMENDMENT TO

AGREEMENT BETWEEN THE CITY OF ROSEVILLE AND ROSEVILLE

JOINT UNION HIGH SCHOOL DISTRICT, AND AUTHORIZING THE

CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF
ROSEVILLE. Staff requests Council approve an Agreement between the City and Roseville Joint Union High School District regarding District Bus Transport Services. These bus transport services are for off-site Parks, Recreation & Libraries (PRL) program field trips, adding value to PRL Adventure Camp, Camp Roseville, Teen Scene and summer SPARKS programs. The costs for bus transport services are based on per hour and per mile rates, plus a 10% administrative fee. The cost for bus services are included in the approved FY2021-22 Parks, Recreation & Libraries budget and the proposed FY2022-23 budget, and will be included in future fiscal year budgets, and are fully offset by program revenues.

CC #: 2096
File #: 0704
CONTACT: Jeff Nereson 916-774-5974 [email protected] Ordinances (for introduction and adoption - appropriation/urgency measures)

7.12.Sun City - Phase 2A Resurfacing Project - Road Maintenance and Rehabilitation Account Project Identification & Budget Adjustment Memo from Assistant Engineer Gursewak Singh and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 22-189 ADOPTING THE SUN CITY PHASE 2A RESURFACING
PROJECT FUNDED BY SENATE BILL 1: THE ROAD REPAIR AND
ACCOUNTABILITY ACT OF 2017; and adopt ORDINANCE NO. 6499 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2021- 22 BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council adopt a resolution, as required by Senate Bill 1, identifying the Sun City Phase 2A Resurfacing Project for use of the City's 2023 funding allotment from the Road Maintenance and Rehab Account (RMRA). Staff requests Council approve a budget adjustment in the amount of $2,900,000 from the RMRA Fund, and Highway Users Tax Fund. The requested budget adjustment will establish the budget for staff time, construction management, and the construction contract for the residential resurfacing within Phase 2A of the Sun City Residential Neighborhood. In addition, this item identifies the City's 2022 Residential Resurfacing Project for use of the 2022-2023 RMRA funding allotment. This project has no fiscal impact on the General Fund.

CC #: 2105
File #: 0900-04-01 & 0201-01
CONTACT: Gursewak Singh 916-746-1305 [email protected]

7.13.Senate Bill 1383 - Roseville Municipal Code Amendments Memo from Environmental Utilities Compliance Administrator Michelle White and Environmental Utilities Director Richard Plecker recommending the City Council adopt ORDINANCE NO. 6501 ORDINANCE OF THE COUNCIL

OF THE CITY OF ROSEVILLE REPEALING AND REPLACING
CHAPTER 9.12 OF TITLE 9 OF THE ROSEVILLE MUNICIPAL CODE

REGARDING GARBAGE AND WASTE COLLECTION AND AMENDING
CHAPTER 9.17 OF TITLE 9 OF THE ROSEVILLE MUNICIPAL CODE

REGARDING REFUSE HAULING AND RECYCLING, AND DECLARING
THIS ORDINANCE TO BE EFFECTIVE JUNE 1, 2022 AS AN URGENCY ORDINANCE. Staff requests Council approve the municipal code edits which are intended to comply with the new organic waste diversion requirements set forth in SB 1383 and redefine the terms “Garbage” and “Organic Waste” with a goal of reducing organic materials delivered to landfills. These proposed municipal code edits reflect the City’s current waste collection practice of using a two-container collection service and do not impose new systems or procedures for customers or the City as it relates to regular waste collection. If the City transitions in the future to a different container system (e.g. a three-container residential system), the City Council would be presented with further proposed amendments to the Roseville Municipal Code, as necessary, to remain in compliance with SB 1383. The proposed municipal code updates will have ongoing fiscal impacts on the Environmental Utilities Waste Services Operation Fund in waste tipping and processing fees.

CC #: 2110
File #: 0800-02
CONTACT: Michelle White 916-774-5774 [email protected] Ordinances (for second reading and adoption)

7.14.Second Reading - Municipal Code Amendments - Water Utility ORDINANCE NO. 6500 OF THE COUNCIL OF THE CITY OF
ROSEVILLE AMENDING SECTIONS 14.08.020 AND 14.08.060 OF
CHAPTER 14.08 OF TITLE 14 OF THE ROSEVILLE MUNICIPAL CODE REGARDING WATER, AMENDING SECTIONS 14.09.030, 14.09.050,

14.09.060, 14.09.070, 14.09.080, 14.09.090, 14.09.100, 14.09.110 AND

14.09.120 OF CHAPTER 14.09 OF TITLE 14 OF THE ROSEVILLE

MUNICIPAL CODE REGARDING WATER CONSERVATION, AMENDING
SECTIONS 14.10.020, 14.10.030, 14.10.040, 14.10.060, 14.10.080, AND

14.10.110 OF CHAPTER 14.10 OF TITLE 14 OF THE ROSEVILLE

MUNICIPAL CODE REGARDING BACKFLOW PREVENTION

INSPECTION AND CROSS-CONNECTION CONTROL, AND AMENDING
SECTION 14.11.040 OF CHAPTER 14.11 OF TITLE 14 OF THE
ROSEVILLE MUNICIPAL CODE REGARDING WELL WATER, for second reading and adoption.

CC #: 2109
File #: 0800-02
CONTACT: Sean Bigley 916-774-5513 [email protected] Reports / Requests

7.15.Out-of-State Travel - Parks, Recreation & Libraries Department Memo from Parks, Recreation & Libraries Manager Julie Sparkes and Parks, Recreation & Libraries Director Jill Geller recommending the City Council approve out-of-state travel in July to Johnson County, Kansas for five Parks, Recreation & Libraries staff to visit several successful multi-sport field complexes and universally accessible playgrounds, in preparation for the construction of the Roseville Sports Complex and accessible playground.

Travel and lodging is estimated at $1,500 per person for a total cost of $7,500.

There are sufficient funds in the Parks, Recreation & Libraries budget in the General Fund to cover the expenditure. No additional funds are being requested.

CC #: 2099
File #: 0600-02
CONTACT: Julie Sparkes 916-774-5244 [email protected]

7.16.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 #: 2098
File #: 0709-02-01
CONTACT: Suzi Cook-Turner 916-774-5414 [email protected] Trisha Isom 916-746-1239 [email protected]
Ceremonial Documents

7.17.Resolution - Rosalinda Parra
Commend Rosalinda Parra for her 18 years of outstanding service and dedication to the City of Roseville, congratulate her for her many accomplishments, and wish her a long, healthy, and enjoyable retirement.

CC #: 2100
File #: 0102-10
CONTACT: Blair Hutchison 916-774-5266 [email protected]

END OF CONSENT CALENDAR

8. 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 or before the hearing Public Hearings listed for continuance will be continued as noted and posting of this agenda serves as notice of continuation.

8.1. Sierra Vista Specific Plan JMC Tentative Map #4 - General Plan Amendment, Specific Plan Amendment, Rezone, and Development Agreement Amendments
Memo from Associate Planner Shelby Maples and Development Services Director Mike Isom recommending the City Council consider the Addendum to the Sierra Vista Specific Plan Environmental Impact Report; adopt RESOLUTION NO. 22-191 AMENDING THE GENERAL PLAN TO

CHANGE THE LAND USE DESIGNATIONS ON CERTAIN REAL
PROPERTY IN THE CITY OF ROSEVILLE; adopt RESOLUTION NO. 22- 192 AMENDING THE SIERRA VISTA SPECIFIC PLAN; introduce for first reading an ORDINANCE OF THE CITY COUNCIL OF ROSEVILLE
AMENDING ZONING ORDINANCE NO. 5428 OF THE CITY OF

ROSEVILLE CHANGING THE ZONING OF CERTAIN REAL PROPERTY
LOCATED WITHIN THE CITY OF ROSEVILLE; consider the five (5) findings of fact and introduce for first reading an ORDINANCE ADOPTING

THE SECOND AMENDMENT OF THE DEVELOPMENT AGREEMENT BY
AND BETWEEN THE CITY OF ROSEVILLE AND SV218, LLC,

RELATIVE TO THE SIERRA VISTA SPECIFIC PLAN AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; consider the five (5) findings of fact and introduce for first reading an ORDINANCE ADOPTING THE SECOND

AMENDMENT OF THE DEVELOPMENT AGREEMENT BY AND

BETWEEN THE CITY OF ROSEVILLE AND MOURIER INVESTMENTS,

LLC, RELATIVE TO THE SIERRA VISTA SPECIFIC PLAN AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and consider the five (5) findings of fact and introduce for first reading an ORDINANCE ADOPTING THE SIXTH

AMENDMENT OF THE DEVELOPMENT AGREEMENT BY AND
BETWEEN THE CITY OF ROSEVILLE AND SVC2, LLC, RELATIVE TO

THE SIERRA VISTA SPECIFIC PLAN AND AUTHORIZING THE CITY

MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF
ROSEVILLE. The proposed project will facilitate the development of 516 single-family residential lots within the Sierra Vista Specific Plan (SVSP) for a project known as JMC Tentative Map #4. The project proposes adjustments to large lot parcels within the SVSP; however, no changes will be made to the overall unit count. The project includes a General Plan Amendment to: move Parcel CO-21, which has the effect of changing 7.8 acres of Medium Density Residential (MDR) to Low Density Residential (LDR); change Parcel CO-22 from 4.8 acres of MDR to 4.81 acres of LDR; change Parcel FD-7 from 8.97 acres of LDR to 8.34 acres of MDR; separate High Density Residential (HDR) Parcel FD-32 (8.9 acres) into HDR Parcels FD-32A (3.81 acres) and FD-32B (4.23 acres) and reduce the HDR acreage by 0.86 acres; and increase Community Commercial (CC) Parcel FD-41 from 5.71 acres to 6.24 acres. This will result in a net decrease of 27.3 acres of LDR land use and a net increase of

27.3 acres of MDR land use, a net decrease of 0.86 acres of HDR, and a net increase of 0.53 acres of CC within the SVSP. The project also includes a Specific Plan Amendment to reflect the General Plan land use changes, remove the Mixed-Use overlay from Parcel FD-41, reallocate the affordable unit allocation of 34 middle-income purchase units from CO-20 and four (4) middleincome purchase units on DF-20 to new Parcel FD-32B, and to transfer units among several large lot parcels within the SVSP. A Rezone is requested to align zoning designations with the revised parcels and land use designations. The project also includes Amendments to three (3) Development Agreements, including the Sixth Amendment to the Federico Development Agreement, Second Amendment to the Mourier Investments LLC Development Agreement, and the Second Amendment of the DF Properties Development Agreement to reflect the project changes and reallocation of affordable units. The project is not anticipated to result in negative impacts to the City’s General Fund.

CC #: 2108
File #: 0400-04-12-2 & 0400-03 & 0400-04
CONTACT: Shelby Maples 916-746-1347 [email protected]

9. REPORTS / PUBLIC COMMENTS

10. ADJOURNMENT

COUNCIL COMMUNICATION
CC #: 2103
File #: 0704-01
Title:

NC-57 Dog Park Improvements Project - Approval of Plans and Specifications, and Authorization to Call for Bids
Contact: Ken Peterson 916-774-1233 [email protected] Meeting Date: 6/1/2022
Item #: 7.1.

RECOMMENDATION TO COUNCIL
Staff recommends that the Council approve the plans and specifications for the NC-57 Dog Park Improvements Project and authorize staff to call for bids.

BACKGROUND
NC-57 Dog Park is a 0.5-acre off-leash dog park site located on Antelope Creek Drive, east of the intersection at Creekside Ridge Dr. in East Roseville. The first phase included the installation of the dog park perimeter fencing and was completed in 2016. The dog park is currently not open for public use as it remains incomplete. The NC-57 Dog Park Improvements Project includes completing all work necessary to open the dog park for public use. Dog park amenities planned include a doubled fences and gated entry area, ADA accessible pathway, drinking fountain, dog wash station, a seating bench and planting of various native trees using high efficiency irrigation methods. The architect’s estimate for project construction is $145,000.

FISCAL IMPACT
Funding for the project is provided by the North Central Neighborhood Park Fund and was approved in the FY2014-2015 budget in the NC 57 Neighborhood Park CIP. Maintenance of the park is funded from the General Fund and is expected to be minimal.

ENVIRONMENTAL REVIEW
The proposed project involves the repair and minor alteration of an existing facility. This activity is categorically exempt from CEQA as a Class 1 Exemption (State CEQA Guidelines Section 15301). The Exemption has been prepared and no further CEQA action is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal C - Maintain a safe and healthy community
Goal E - Deliver exceptional city services
Goal F - Invest in well-planned infrastructure and growth Respectfully Submitted,
Ken Peterson, Park Development Project Manager
Jill Geller, Parks, Recreation & Libraries Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
NC57 Dog Park Construction Drawings
NC-57 Dog Park, Technical Specifications
NC-57 Vicinity Map
SHEET: OF REVISIONS: CHECKED BY: DRAWN BY: SCALE: DATE: CONSULTANT: (916) 746-1758 316 VERNON STREET ROSEVILLE, CA 95678 PARKS, RECREATION BD- EN- CWJ- 95% DRAWINGS AND LIBRARIES DEPARTMENT NC-57 DOG PARK

IMRPOVEMENTS PROJECT
1280 ANTELOPE CREEK DRIVE, ROSEVILLE, CA 95678 COVER SHEET N/A KJP TLG APRIL 2022 1 11 XXXX PROJECT LOCATION NC-57 DOG PARK IMPROVEMENTS PROJECT 1280 ANTELOPE CREEK DRIVE ROSEVILLE, CA 95678 PARKS, RECREATION & LIBRARIES DEPARTMENT GENERAL NOTES: 1. LANDSCAPE IMPROVEMENTS TO BE CONSTRUCTED IN COMPLIANCE WITH THE CITY OF ROSEVILLE, CA STANDARD SPECIFICATIONS LATEST EDITION. IMPROVEMENTS ARE ALSO TO BE IN COMPLIANCE WITH CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS LATEST EDITION, WHERE APPLICABLE. ALL WORK SHALL BE SUBJECT TO INSPECTION BY CITY OF ROSEVILLE, CA. 2. DESIGN: THE DRAWINGS HEREIN REPRESENT A GENERAL DESIGN TO BE IMPLEMENTED ON THE SITE DEPICTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE CITY TO CLARIFY PLAN DETAILS RELATED TO SITE OR CONSTRUCTION DETAILS RELATED TO THE SITE OR CONSTRUCTION DETAILS NECESSARY FOR PROJECT COMPLETION. 3. COORDINATION: CONTRACTORS SHALL COORDINATE INSTALLATION AND SCHEDULING WITH THAT OF CITY'S REPRESENTATIVE AND OTHER CONTRACTORS EFFICIENTLY AND IN A TIMELY MANNER, ENSURING THE PROJECT COMPLETION IS UNIMPEDED AND INSTALLED CORRECTLY. THE CITY REPRESENTATIVE TO BE CONTACTED DIRECTLY AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO BEGINNING WORK. 4. BIDDING INFORMATION: SEE PROJECT SPECIFICATIONS, SPECIAL PROVISIONS, GENERAL REQUIREMENTS, AND TECHNICAL SPECIFICATIONS FOR CONTRACTOR RESPONSIBILITIES RELATED TO BIDDING INFORMATION AND SITE VISITS PRIOR TO BID SUBMITTAL. 5. SITE CONDITIONS: SEE PROJECT SPECIFICATIONS FOR CONTRACTOR RESPONSIBILITIES RELATED TO SITE CONDITIONS. CONTRACTOR TO EXAMINE EXISTING CONDITIONS OF SITE. IN THE EVENT THAT ON-SITE CONDITIONS DIFFER FROM CONDITIONS DEPICTED ON PLANS AND WILL IMPACT THE INSTALLATION PROCESS, THE CONTRACTOR WILL SUBMIT THESE FINDINGS TO THE CITY IN WRITING PRIOR TO BEGINNING WORK. COMMENCEMENT OF WORK IMPLIES ACCEPTANCE OF THE EXISTING SITE CONDITIONS.SHOWN HEREIN ARE SUPERIMPOSED OVER DATA PROVIDED TO THE LANDSCAPE ARCHITECT BY OTHER SOURCES. THE CITY OF MODESTO SHALL NOT BE LIABLE FOR THE CHANGES, INACCURACIES, OMISSIONS, OR OTHER ERRORS RELATED TO THIS DATA. THE BASE INFORMATION IS PROVIDED AS AN AID ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL DOCUMENTS AND ACCOMMODATING ANY DISCREPANCIES. 6. BASE INFORMATION PROVIDED BY: CITY OF ROSEVILLE 316 VERNON STREET ROSEVILLE, CA 95678 PHONE: (916) 772-7529 7. UTILITIES SHOWN HAVE BEEN PLOTTED FROM RECORD INFORMATION. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH UNDERGROUND SERVICE ALERT (U.S.A.) TO DETERMINE, IN THE FIELD, THE LOCATION OF ALL UNDERGROUND UTILITIES DURING CONSTRUCTION, CONTRACTOR SHALL PROTECT AND USE EXTREME CAUTION WHEN EXPOSING AND/OR WORKING NEAR EXISTING UTILITIES. 8. UTILITY COMPANIES ARE MEMBERS OF THE UNDERGROUND SERVICE ALERT (U.S.A.) ON-CALL PROGRAM. THE CONTRACTOR AND ANY SUBCONTRACTORS SHALL CONTACT U.S.A. AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO BEGINNING WORK. ONLY EXCAVATIONS WILL REVEAL ACTUAL TYPES, LOCATIONS, SIZES AND DEPTHS OF UNDERGROUND UTILITIES. THE CITY OF MODESTO ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF9. UNDERGROUND UTILITIES OR OF BURIED EXISTING OBJECTS AND UTILITIES NOT SHOWN ON THESE PLANS. 9. THE CONTRACTOR SHALL KEEP A CURRENT SET OF DRAWINGS ON SITE AT ALL TIMES WITH DEVIATIONS FROM ORIGINAL PLANS AND SPECIFICATIONS NOTED. UPON PROJECT COMPLETION THE CONTRACTOR WILL PROVIDE THE CITY WITH A DIGITAL FORMAT AND HARD COPY COMPLETE SET OF RECORD DRAWINGS. 10. CONTRACTOR SHALL LOCATE AND PRESERVE ALL SURFACE AND SUB-SURFACE FACILITIES WHICH MAY BE IN THE WORKING AREA. LAYOUT NOTES: 1. MANUFACTURER NAMED ITEMS ARE FOR STANDARD OF REFERENCE AND DO NOT NECESSARILY LIMIT SUPPLY TO NAMED MANUFACTURERS. 2. CONTRACTOR SHALL EXAMINE RELATED WORK AND SURFACES BEFORE STARTING WORK OF THIS SECTION AND SHOULD REPORT TO THE CITY IN WRITING ANY CONDITIONS WHICH WILL PREVENT THE PROPER PROVISION OF THIS WORK. BEGINNING THE WORK OF THIS SECTION WITHOUT REPORTING UNSUITABLE CONDITIONS CONSTITUTES ACCEPTANCE OF CONDITIONS. ANY REQUIRED REMOVAL, REPAIR OR REPLACEMENT OF THIS WORK CAUSED BY UNSUITABLE CONDITIONS SHALL BE DONE AT NO ADDITIONAL COST TO THE CITY. 3. ALL EARTHWORK, GRADING AND SOIL DELIVERY/REMOVAL IS TO BE PROVIDED BY THE CONTRACTOR, IF APPLICABLE. 4. ALL CONCRETE FINISHES SHALL BE VERIFIED WITH CITY REPRESENTATIVE PRIOR TO INSTALLATION PER PROJECT SPECIFICATIONS. SOIL QUANTITY: 1. THIS PROJECT HAS BEEN DESIGNED TO BALANCE CUT AND FILL. SHEET INDEX: 1 COVER SHEET 2 DEMOLITION & ADA ACCESS PLAN 3 EROSION CONTROL PLAN 4 GRADING PLAN 5 LAYOUT PLAN 6 HORIZONTAL CONTROL PLAN 7 IRRIGATION PLAN 8 PLANTING PLAN 9 CONSTRUCTION DETAILS 10 IRRIGATION DETAILS 11 PLANTING DETAILS VICINITY MAP: BUILDING CODE COMPLIANCE: ALL WORK SHALL CONFORM TO THE FOLLOWING MODEL CODES AND ALL APPLICABLE CITY OF ROSEVILLE DESIGN STANDARDS: 2019 CALIFORNIA BUILDING CODE (CBC), WITH CITY OF ROSEVILLE AMENDMENTS 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE 2019 CALIFORNIA MECHANICAL CODE (CMC), 2019 CALIFORNIA PLUMBING CODE (CPC), 2019 CALIFORNIA ELECTRICAL CODE (CEC), WITH CITY OF ROSEVILLE AMENDMENTS 2019 CALIFORNIA ENERGY STANDARDS (CES), 2019 CALIFORNIA FIRE CODE, WITH CITY OF ROSEVILLE AMENDMENTS (RFC). NOTICE TO PLAN CHECKER: PROJECT NAME: NC-57 DOG PARK IMPROVEMENTS PROJECT PROJECT AREA: 16,280 SQUARE FEET AC ASPHALT BC BACK OF CURB BOL BOLLARD BOW BACK OF WALK CATV CABLE TV BOX CB CATCH BASIN CLF CHAIN LINK FENCE COL COLUMN C CONCRETE DI DRAINAGE INLET EB ELECTRICAL JUNCTION BOX EP EDGE OF ASPHALT PAVEMENT FDC FIRE DEPARTMENT CONNECTION FL FLOWLINE FNC FENCE-HEIGHT & TYPE NOTED FOW FACE OF WALK GRD RAIL GUARD RAIL GM GAS METER GV GAS VALVE HV VLT HIGH VOLTAGE VAULT LIP LIP OF GUTTER MS CONCRETE MOW STRIP NG NATURAL GROUND PAV PAVEMENT PB PACIFIC BELL SLB STREET LIGHT BOX SSCO SANITARY SEWER CLEAN OUT SSMH SANITARY SEWER MAN HOLE SW SIDEWALK TC TOP OF CURB TCDO TOP OF CURB DRIVE OVER T 22" TREE W/ 22" DIAMETER TRUNK WF WOOD FENCE-HEIGHT NOTED WM WATER METER WV WATER VALVE WVLT WATER VAULT ABBREVIATIONS: PROJECT LOCATION LOCATION MAP:

PAVED SLOPES SHALL SHEET DRAIN OFF PAVING IN DIRECTION INDICATED, PATH OF TRAVEL TO BE ADA COMPLIANT. PAVED SURFACES FORWARD PATH OF TRAVEL SHALL NOT EXCEED 4.8%, PATH OF TRAVEL CROSS SLOPE SHALL NOT BE LESS THAN 0.5% OR EXCEED 1.8%. PAVED SLOPES IN THIS AREA SHALL SHEET DRAIN OFF PAVING IN DIRECTION INDICATED, DRAINAGE SLOPE SHALL NOT BE LESS THAN 0.5%, AT NO TIME SHALL SLOPE EXCEED 1.8% IN ANY DIRECTION. DEMOLISH EXISTING ENCLOSURE FENCING, SINGLE HUNG GATE AND CONCRETE FOOTINGS AT THIS LOCATION ONLY. LIMIT OF WORK

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LIMIT OF WORK HERITAGE TREE PROTECTION ZONE: NATIVE OAK TREE, DO NOT DAMAGE, STORE, PLACE OR CONDUCT ANY WORK WITHIN THE TREE CANOPY DRIP LINE ROOT ZONE, TYP. ENVIRONMENTAL SENSITIVE AREA: PROTECTED WETLAND AREA, DO NOT DAMAGE, STORE, PLACE OR CONDUCT ANY WORK BEYOND THE LIMIT OF WORK LINE, TYP. EXISTING CHAIN LINK FENCING TO REMAIN IN PLACE AND PROTECTED FROM DAMAGE. EXISTING CHAIN LINK FENCING TO REMAIN IN PLACE AND PROTECTED FROM DAMAGE. SHEET: OF REVISIONS: CHECKED BY: DRAWN BY: SCALE: DATE: CONSULTANT: (916) 746-1758 316 VERNON STREET ROSEVILLE, CA 95678 PARKS, RECREATION BD- EN- CWJ- 95% DRAWINGS AND LIBRARIES DEPARTMENT NC-57 DOG PARK

IMRPOVEMENTS PROJECT
1280 ANTELOPE CREEK DRIVE, ROSEVILLE, CA 95678 DEMOLITION & ADA ACCESS PLAN1:20 KJP TLG APRIL 2022 2 11 XXXX DEMOLITION GENERAL NOTES: 1. EXISTING IRRIGATION FEATURES/FACILITIES ARE TO BE PROTECTED IN PLACE AND REMAIN IN GOOD WORKING CONDITION DURING AND AFTER CONSTRUCTION. 2. ALL EXISTING SITE FEATURES ARE TO BE PROTECTED IN PLACE AND REMAIN UNDISTURBED UNLESS OTHERWISE NOTED. ANY SUCH FEATURES WHICH ARE DAMAGED SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 3. ALL DEMOLITION WORK NOTED ON THESE PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, SEE SPECIFICATIONS. DEMOLITION LEGEND SYMBOL DESCRIPTION QTY CLEAR AND GRUB 4,250 SQ FT. HERITAGE TREE PROTECTION ZONE, PROHIBITED WORK AREA. ADA ACCESSIBLE ROUTE LIMIT OF WORK

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EROSION CONTROL, FIBER ROLL / SILT FENCING PER CITY'S STORMWATER QUALITY BEST MANAGEMENT PRACTICES MANUAL. REFERENCE CITY STANDARD DETAIL BMP-5. EROSION CONTROL, GRAVEL BAGS PER CITY'S STORMWATER QUALITY BEST MANAGEMENT PRACTICES MANUAL. REFERENCE CITY DETAIL, BMP-7. CONCRETE WASHOUT RESTROOM MATERIAL STORAGE EROSION CONTROL, MATERIAL STORAGE AREA, NO EQUIPMENT REFUELING OR OVERNIGHT PARKING SHALL TAKE PLACE ON-SITE. EROSION CONTROL, TEMPORARY CONSTRUCTION ENTRANCE, PER CITY'S STORMWATER QUALITY BEST MANAGEMENT PRACTICES MANUAL. REFERENCE CITY STANDARD DETAIL BMP-9. TEMPORARY RESTROOM PLACEMENT LOCATION, IF APPLICABLE. EROSION CONTROL, CONCRETE WASH OUT, PER CITY'S STORMWATER QUALITY BEST MANAGEMENT PRACTICES MANUAL. REFERENCE CITY STANDARD DETAIL BMP-10. SHEET: OF REVISIONS: CHECKED BY: DRAWN BY: SCALE: DATE: CONSULTANT: (916) 746-1758 316 VERNON STREET ROSEVILLE, CA 95678 PARKS, RECREATION BD- EN- CWJ- 95% DRAWINGS AND LIBRARIES DEPARTMENT NC-57 DOG PARK

IMPROVEMENTS PROJECT
1280 ANTELOPE CREEK DRIVE, ROSEVILLE, CA 95678 EROSION CONTROL PLAN1:20 KJP TLG APRIL 2022 3 11 XXXX EROSION CONTROL NOTES: 1. THE STATE'S GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATE WITH CONSTRUCTION ACTIVITY (WQD 99-080-DWQ) REQUIRES THE PREPARATION OF A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR SITES WITH SOIL DISTURBANCES GREATER THAN OR EQUAL TO ONE ACRE, OR FROM SITES SMALLER THAN ONE ACRE IF THE CONSTRUCTION ACTIVITY IS PART OF A LARGER PLAN OF DEVELOPMENT OR SALE THAT DISTURBS ONE ACRE OR MORE. CONSTRUCTION ACTIVITY SHALL NOT COMMENCE, NOR A PRE-CONSTRUCTION MEETING PERMITTED TO BE SCHEDULED, PRIOR TO THE SWPPP BEING ACCEPTED BY THE CITY. FOR MORE INFORMATION SEE: http://www.roseville.ca.us/eu/stormwater_management/ 2. STRAW BALES SHALL BE STOCKPILED ON SITE AT A RATE OF 1.5 BALES PER ACRE BY SEPTEMBER 25. MEASURES SHALL BE PROVIDED TO KEEP STRAW DRY. 3. ALL SLOPES GREATER THAN 10:1 SHALL BE COVERED WITH BROADCAST STRAW AT A RATE OF 50 BALES OR 4000 POUNDS PER ACRE. FOR SLOPES 4:1 OR STEEPER, STRAW SHALL BE PRESSED IN PLACE. THE ENGINEERING DIVISION SHALL APPROVE OTHER METHODS. 4. SLOPES STEEPER THAN 4:1 AND ADJACENT TO CITY RIGHT OF WAY, FLOOD PLAINS, NATURAL DRAINAGES, PARK LAND OR DESIGNATED OPEN SPACE SHALL BE HYDROSEEDED. 5. ALL BARE AREAS, REGARDLESS OF SLOPE, WITHIN 50 FEET OF NATURAL DRAINAGES SHALL BE COVERED WITH STRAW AND PRESSED IN PLACE. 6. WHERE REQUIRED, BROADCAST SEED SHALL BE APPLIED AS FOLLOWS: a. BLANDO BROME 12 LBS/ACRE b. ROSE CLOVER 9 LBS/ACRE 10. AREAS WITH SANDY, DRY SOIL SHALL BE: a. ZORRO ANNUAL FESCUE 6 LBS/ACRE b. ROSE CLOVER 9 LBS/ACRE 11. 16-20-0 FERTILIZER OR EQUIVALENT SHALL BE APPLIED AT A RATE OF 500 POUNDS PER ACRE. IF HYDROSEEDING/MULCHING IS USED, SEED QUANTITIES SHALL BE INCREASED BY 30 PERCENT. 12. NO GRADING OR TRENCHING, EXCEPT AS REQUIRED FOR EROSION OR SEDIMENT CONTROL, SHALL OCCUR WITHIN 35 FEET FROM THE CENTERLINE OF PERENNIAL AND INTERMITTENT DRAINAGE SWALES BETWEEN OCTOBER 5 AND APRIL 1 EXCEPT AS APPROVED BY THE DEPARTMENT OF FISH AND GAME. 13. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOLLOWING ALL STORMS TO ENSURE THAT ALL MEASURES ARE FUNCTIONING PROPERLY. 14. SEDIMENT AND TRASH ACCUMULATED IN DRAINAGES OR DETENTION BASINS SHALL BE REMOVED AS SOON AS POSSIBLE. IN ADDITION, OIL AND MATERIAL FLOATING ON WATER SURFACE MUST BE SKIMMED WEEKLY AND THE DEBRIS PROPERLY DISPOSED OF. 15. CONSTRUCTION ACTIVITIES OCCURRING BETWEEN OCTOBER 5 AND APRIL 1 SHALL HAVE EROSION AND SEDIMENT CONTROL MEASURES IN PLACE OR CAPABLE OF BEING PLACED WITHIN 24 HOURS. THE CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION SITE IS PREPARED PRIOR TO THE ONSET OF ANY STORM. 16. THE CONTRACTOR SHALL ESTABLISH A SPECIFIC SITE WITHIN THE DEVELOPMENT FOR MAINTENANCE AND STORAGE OF EQUIPMENT OR ANY OTHER ACTIVITY THAT MAY ADVERSELY CONTRIBUTE TO THE WATER QUALITY OF THE RUNOFF. THIS AREA SHALL HAVE A BERM LOCATED AROUND ITS PERIMETER. THIS AREA SHALL BE RESTORED TO ACCEPTABLE CONDITION UPON COMPLETION OF PROJECT. 17. HYDROSEEDING MAY BE CONSIDERED AS AN ALTERNATIVE TO BROADCAST STRAW SUBJECT TO THE ENGINEERING DIVISION BASED ON A REVIEW OF THE EXISTING SITE CONDITIONS (LOCATION, SLOPES, PROXIMITY TO STREAMS) AND TIME OF YEAR. 18. CONTRACTOR IS SOLELY RESPONSIBLE TO ENSURE ALL APPROVED SWPPP MEASURES AND BMPS ARE IMPLEMENTED AND ARE COMPLIED WITH THROUGHOUT THE ENTIRE DURATION OF THE PROJECT. Construction Entrance Detail

1.8% MAX. 1.8% MAX. 1.8% MAX.1.8% MAX. 4.5% MAX. 4.5% MAX. 4.5% MAX. PAVED SLOPES SHALL SHEET DRAIN OFF PAVING IN DIRECTION INDICATED, PATH OF TRAVEL TO BE ADA COMPLIANT. PAVED SURFACES FORWARD PATH OF TRAVEL SHALL NOT EXCEED 4.8%, PATH OF TRAVEL CROSS SLOPE SHALL NOT BE LESS THAN 0.5% OR EXCEED 1.8%. PAVED SLOPES IN THIS AREA SHALL SHEET DRAIN OFF PAVING IN DIRECTION INDICATED, DRAINAGE SLOPE SHALL NOT BE LESS THAN 0.5%, AT NO TIME SHALL SLOPE EXCEED 1.8% IN ANY DIRECTION. LIMIT OF WORK

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LIMIT OF WORK FEATHER GRADING AWAY FROM EDGE OF CONCRETE PAVING, GRADING OF SOIL NOT TO EXCEED 15% SLOPE IN ANY DIRECTION. CONDUCT GRADING SO THAT STORM WATER DRAINS AWAY FROM EDGE OF PAVING. FEATHER GRADING AWAY FROM EDGE OF CONCRETE PAVING, GRADING OF SOIL NOT TO EXCEED 15% SLOPE IN ANY DIRECTION. CONDUCT GRADING SO THAT STORM WATER DRAINS AWAY FROM EDGE OF PAVING. 1.8% MAX. GBGB 1.8% MAX. 1.8% MAX. LP GB GB GB SHEET: OF REVISIONS: CHECKED BY: DRAWN BY: SCALE: DATE: CONSULTANT: (916) 746-1758 316 VERNON STREET ROSEVILLE, CA 95678 PARKS, RECREATION BD- EN- CWJ- 95% DRAWINGS AND LIBRARIES DEPARTMENT NC-57 DOG PARK

IMPROVEMENTS PROJECT
1280 ANTELOPE CREEK DRIVE, ROSEVILLE, CA 95678 GRADING PLAN1:20 KJP TLG APRIL 2022 4 11 XXXX 1.8% MAX. GB GRADING LEGEND CONCRETE PAVING 3/4" CRUSHED DRAIN ROCK BAND BACKFLOW VALVE TRAFFIC SIGNAL BOX STREET LIGHTING BOX ELECTRICAL BOX FIRE HYDRANT HOSEBIB TRAFFIC SIGNAL STREET LIGHT STORM DRAIN CATCH BASIN SURVEY CONTROL SET EXISTING SPOT ELEVATION PROPOSED SPOT GRADE GRADE SLOPE GRADE BREAK TSB SLB EB UTILITY LINES ELECTRICAL LINE IRRIGATION LINE STORM LINE WATER LINE MISCELLANEOUS LINES FENCE LINE - HEIGHT NOTED CURB AND GUTTER CONTOUR LINE - MAJOR INTERVAL CONTOUR LINE - MINOR INTERVAL 97.30 AC 97.30 SYMBOL DESCRIPTION DRYWELL ACCESS LID DOUBLE CHECK VALVE BOLLARD TELECOMMUNICATIONS BOX MAILBOX PULLBOX - UNKNOWN UTILITIES STORM DRAIN INLET SEWER CLEANOUT IRRIGATION CONTROL VALVE POST INDICATOR VALVE FIRE DEPARTMENT CONNECTION EXISTING TREE WITH TRUNK DIAMETER NOTED BF STORM DRAIN MANHOLE SEWER MANHOLE WATER METER WATER VALVE STREET SIGN GUY WIRE ANCHOR JOINT UTILITY POLE GAS VALVE PUMP LIMIT OF WORK M GENERAL GRADING NOTES: 1. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CITY OF ROSEVILLE DESIGN STANDARD SPECIFICATIONS, LATEST EDITION. THE CONTRACTOR SHALL OBTAIN AND USE ALL APPLICABLE ADDENDA. 2. CROSS SLOPE FOR PAVED SERVICES SHALL NOT EXCEED 1.8% FOR PATH OF TRAVEL. ANY PORTION OF PAVEMENT WITH A PATH OF TRAVEL CROSS EXCEEDING 2.0% WILL BE REJECTED AND REQUIRED TO BE REMOVED AND REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. 3. FORWARD SLOPE FOR PAVED WALKWAYS SHALL NOT EXCEED 4.8% FORWARD PATH OF TRAVEL. ANY PORTION OF PAVEMENT WITH A FORWARD PATH OF TRAVEL EXCEEDING 5.0% WILL BE REJECTED AND REQUIRED TO BE REMOVED AND REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. 4. THE CONTRACTOR SHALL BE IN RECEIPT OF CITY APPROVED PLANS PRIOR TO BEGINNING OF CONSTRUCTION WITHIN CITY RIGHT-OF-WAY. 5. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FOR THE PROTECTION OF AND REPAIR OF DAMAGE TO THEM. CONTACT UNDERGROUND SERVICE ALERT (USA) 1-800-642-2444, (48) HOURS BEFORE WORK IS TO BEGIN. 6. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING, INSTALLING AND MAINTAINING TEMPORARY SIGNS, BRIDGES, BARRICADES, FLAGMEN, AND OTHER FACILITIES TO ADEQUATELY SAFEGUARD THE GENERAL PUBLIC AND WORK, AND TO PROVIDE FOR ROUTING OF VEHICULAR AND PEDESTRIAN TRAFFIC. THE CONTRACTOR SHALL PROVIDE FOR REVIEW, A PLAN SHOWING TRAFFIC CONTROL MEASURES AND/OR DETOURS FOR VEHICLES AFFECTED BY THE CONSTRUCTION WORK IF APPLICABLE. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING RECORD DRAWINGS FOR ALL WORK THROUGHOUT THE COURSE OF CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS OR MARKERS DURING CONSTRUCTION. 9. IF UNUSUAL AMOUNTS OF BONE, STONE OR ARTIFACTS ARE UNCOVERED, WORK WITHIN 150 FT IN ALL DIRECTIONS OF THE AREA SHALL CEASE IMMEDIATELY AND A QUALIFIED ARCHEOLOGIST SHALL BE CONSULTED TO DEVELOP, IF NECESSARY, MITIGATION MEASURES TO REDUCE ANY ARCHEOLOGICAL IMPACT TO A LESS THAN SIGNIFICANT EFFECT BEFORE CONSTRUCTION RESUMES IN THE AREA. 10. GRADING, TRENCHING, CUTTING AND/OR FILLING WITHIN THE DRIPLINE OF THE TREES DESIGNATED ON THE DEMOLITION PLAN FOR PRESERVATION SHALL NOT OCCUR. NO ACTIONS SHALL BE TAKEN THAT WILL HARM THE HEALTH, VITALITY OR LONGEVITY OF THE TREES IDENTIFIED ON THE DEMOLITION PLANS FOR PRESERVATION. 11. TREE AND PLANT PROTECTION AND BMP'S SHALL BE IN PLACE AND APPROVED BY CITY PRIOR TO GRADING. 12. ALL VEGETATION WITHIN CONSTRUCTION BOUNDARY, UNLESS OTHERWISE NOTED SHALL BE REMOVED AND DISPOSED OF BY CONTRACTOR. 13. THE CONTRACTOR SHALL PREPARE THEIR ESTIMATES FOR EARTHWORK CUT AND FILL BASED UPON A BALANCED SITE. 14. GRADING AND DRAINAGE: ALL PROPOSED PAVING, AND PLANTING AREAS SHALL SMOOTHLY CONFORM TO EXISTING ADJACENT FEATURES TO REMAIN. PROVIDE POSITIVE DRAINAGE ON ALL PAVING AND THROUGHOUT ALL PLANTING AREAS. CONTRACTOR SHALL FLOOD PAVED AREAS UPON COMPLETION IN THE PRESENCE OF A CONSTRUCTION INSPECTOR AND RECONSTRUCT ANY LOW SPOTS AS DIRECTED, 15. BACKFILL: EXCAVATED MATERIAL NOT SUITABLE FOR BACKFILLING SHALL BE REMOVED AND LEGALLY DISPOSED OF OFF-SITE. 16. EROSION CONTROL: CONTRACTOR SHALL PROVIDE AND STAKE JUTE NETTING ON ALL NON-TURF SLOPES 3:1 OR STEEPER PRIOR TO PLANTING (IF APPLICABLE). 17. BALANCED CUT AND FILL: THE INTENT OF THE PLANS IS THAT THE SITE BALANCES WITH NO NET IMPORT OR EXPORT OF FILL. ANY DISCREPANCIES SHALL BE RESOLVED IN THE FIELD PER WRITTEN DIRECTION PROVIDED BY THE CITY. SURVEY NOTES: 1. AN ATTEMPT HAS BEEN MADE TO SHOW ALL EXISTING STRUCTURES, UTILITIES, DRIVES, PAVEMENTS, CURBS, WALKS, ETC. IN THEIR APPROXIMATE LOCATION ON THE SURVEY AND/OR WORKING DRAWINGS. HOWEVER, OTHERS THAT ARE NOT SHOWN MAY EXIST AND MAY BE FOUND UPON VISITING THE SITE OR DURING THE CLEARING AND REMOVAL WORK. IT WILL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO ACCURATELY LOCATE ALL EXISTING FACILITIES AND TO DETERMINE THEIR EXTENT. IF SUCH FACILITIES OBSTRUCT THE PROGRESS OF THE WORK AND ARE NOT INDICATED TO BE REMOVED OR RELOCATED, THEY SHALL BE REMOVED OR RELOCATED ONLY AS DIRECTED BY THE CITY. 2. THE CONTRACTOR SHALL REPORT ANY EXISTING SITE ELEMENT NOT SHOWN ON THE WORKING DRAWINGS TO THE CONSTRUCTION INSPECTOR SO THAT THE PROPER DISPENSATION OF THAT ELEMENT MAY BE MADE. Silt Fencing Detail

NEW, DRINKING FOUNTAIN, WITH DOG BOWL, BOTTLE FILLER
AND HOSE BIB BEHIND LOCKING DOOR, PER CITY STANDARD DETAIL PK-23 AND MANUFACTURE'S INSTRUCTION . NEW, 8' WIDE MAINTENANCE GATE. NEW, 4' WIDE PEDESTRIAN ACCESS GATE, TYP.

NEW, 2' WIDE, 6" DEEP, 3/4" CRUSHED AGGREGATE DRAIN ROCK. EXISTING, DOG PARK CHAIN LINK FENCING TO REMAIN IN PLACE AND PROTECTED. LIMIT OF WORK

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EXISTING, DOG PARK CHAIN LINK FENCING TO REMAIN IN PLACE AND PROTECTED. HYDRO-SEED MIX DOGGIE BAG/WASTE STATION 6' PARK BENCH 4" DRAIN LINE SEE IRRIGATION PLAN SHEET. NEW, DOG PARK CATCH AREA. NEW, DOG WASH AREA PEDESTAL. NEW, 5" THICK PEDESTRIAN CONCRETE PAVING, MEDIUM BROOM FINISH., COLOR: NATURAL. PER CITY STANDARD DETAILS PK-31 AND PK-32. TYP. NEW, 4' TALL BLACK VINYL CHAIN LINK FENCING, PER CITY DESIGN STANDARD DETAILS PK-40, TYP. NEW, PARK ENTRY SIGNAGE. NEW 9" DIA. AREA DRAIN NEW, WASTE RECEPTACLE INSTALL 3" OF ENGINEERED WOOD MULCH THROUGHOUT FENCED DOG PARK AREA. SHEET: OF REVISIONS: CHECKED BY: DRAWN BY: SCALE: DATE: CONSULTANT: (916) 746-1758 316 VERNON STREET ROSEVILLE, CA 95678 PARKS, RECREATION BD- EN- CWJ- 95% DRAWINGS AND LIBRARIES DEPARTMENT NC-57 DOG PARK

IMPROVEMENTS PROJECT
1280 ANTELOPE CREEK DRIVE, ROSEVILLE, CA 95678 LAYOUT PLAN1:20 KJP TLG APRIL 2022 5 11 XXXX LAYOUT LEGEND SYMBOL DESCRIPTION MAKE / MODEL NUMBER QTY DETAIL CONCRETE PAVING MEDIUM BROOM FINISH 1,205 SQ FT. SHEET 9, DETAIL PK-31 & PK-32 3/4" CRUSHED DRAIN ROCK BAND 3/4" CRUSHED DRAIN ROCK, 6" THICK PLACED AROUND THE PERIMETER OF CATCH AREA AS SHOWN ON PLANS. 3 CY. SHEET 9, DETAIL DT-4 HYRDRO-SEED MIX NATIVE BROADCAST "UPLAND AREA" SEED MIX PER CITY STANDARDS. 1,975 SQ FT. -- RIP-RAP 6"-8" WASHED COBBLE STONE ROCK RIP-RAP 1 CY. SHEET 9, DETAIL DT-3 3" ENGINEERED WOOD MULCH INSTALL 3" OF ENGINEERED WOOD MULCH, SUPPLIER: APPLIED LANDSCAPE ROCKLIN, ITEM: CEDAR SAFE 175 CY. -- 4' CHAIN LINK FENCING 4' TALL CHAIN LINK FENCING, VINYL COATED, COLOR: BLACK 130 LF. SHEET 9, DETAIL PK-40 4' CHAIN LINK PEDESTRIAN GATE 4' TALL, 4' WIDE, ADA COMPLIANT SINGLE HUNG PEDESTRIAN CHAIN LINK GATE, VINYL COATED, COLOR: BLACK. 3 SHEET 9, DETAIL PK-40 8' CHAIN LINK MAINTENANCE GATE 4' TALL, 8' WIDE DOUBLE HUNG MAINTENANCE, CHAIN LINK GATE, VINYL COATED, COLOR: BLACK 1 SHEET 9, DETAIL PK-40 DRINKING FOUNTAIN MOST DEPENDABLE FOUNTAINS, MODEL: #10145 SM, DUAL BOWL W/ BOTTLE FILLER, STAINLESS STEEL CARRIER, COLOR: BLACK. 1 SHEET 9, DETAIL PK-23 DOG WASH STATION MOST DEPENDABLE FOUNTAINS, MODEL: #505-SM TIMED HOSE BIBB / RINSE STATION, COLOR: BLACK. INSTALL PER MANUFACTURER'S INSTRUCTION, AND REFERENCING DETAIL PK-23. 1 SHEET 9, DETAIL PK-23 DOG BAG DISPENSER DOGIPOT ALUMINUM PET STATION, MODEL: #1003-L, COLOR: GREEN, INSTALL PER MANUFACTURER'S INSTRUCTIONS. 1 -- 6' PARK BENCH W/ SHADE WABASH VALLEY, 6' SHELTER BENCH, SHADELAND COLLECTION, MODEL #SH305P, COLOR: BLACK, INSTALLATION PER MANUFACTURER'S INSTRUCTIONS. 1 SHEET 9, DETAIL PK-XX WASTE RECEPTACLE WABASH VALLEY, URBANSCAPES "FG STYLE", 32 GALLON, SURFACE MOUNTED, MODEL: #TG3D22S, COLOR: BLACK 1 -- PARK ENTRY SIGNAGE FULL COLOR PRINT VINYL GRAPHIC TEXT OVERLAID ONTO DIBOND PANEL. 1 SHEET 9, DETAIL DT-1 9" ROUND AREA DRAIN INLET ZURN 9" DIA STAINLESS STEEL AREA FLOOR DRAIN, MODEL: Z1730-102-IP-122-Z-TS 1 SHEET 9, DETAIL DT-2 CONSTRUCTION NOTES 1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS. 2. ALL DISTURBED IRRIGATION WILL BE ADJUSTED BY THE CONTRACTOR. COORDINATE TIMING WITH CITY AS NECESSARY TO MINIMIZE DISRUPTION OF IRRIGATION SCHEDULE. 3. SITE FURNISHING DIMENSIONS ARE APPROXIMATE SEE MANUFACTURER DETAILS FOR EXACT DIMENSIONS. GENERAL LAYOUT NOTES 1. MANUFACTURER NAMED ITEMS ARE FOR STANDARD OF REFERENCE AND DO NOT NECESSARILY LIMIT SUPPLY TO NAMED MANUFACTURERS. 2. CONTRACTOR SHALL EXAMINE RELATED WORK AND SURFACES BEFORE STARTING WORK OF THIS SECTION AND SHOULD REPORT TO THE CITY IN WRITING ANY CONDITIONS WHICH WILL PREVENT THE PROPER PROVISION OF THIS WORK. BEGINNING THE WORK OF THIS SECTION WITHOUT REPORTING UNSUITABLE CONDITIONS CONSTITUTES ACCEPTANCE OF CONDITIONS. ANY REQUIRED REMOVAL, REPAIR OR REPLACEMENT OF THIS WORK CAUSED BY UNSUITABLE CONDITIONS SHALL BE DONE AT NO ADDITIONAL COST TO THE CITY. 3. ALL EARTHWORK, GRADING AND SOIL DELIVERY/REMOVAL IS TO BE PROVIDED BY THE CONTRACTOR, IF APPLICABLE. 4. ALL CONCRETE FINISHES SHALL BE VERIFIED WITH CITY REPRESENTATIVE PRIOR TO INSTALLATION PER PROJECT SPECIFICATIONS. ACCEPTANCE 1. UPON FINAL ACCEPTANCE, LANDSCAPE CONTRACTOR SHALL INSTRUCT MAINTENANCE PERSONNEL AS TO THE OPERATION AND MAINTENANCE OF ALL LANDSCAPING AND IRRIGATION. AT A TIME AND LOCATION ACCEPTABLE TO BOTH TO CONDUCT THIS TRAINING SHALL BE ARRANGED BY THE CONSTRUCTION INSPECTOR.

R59' R65'

LIMIT OF WORK

LIMIT OF WORK
LIMIT OF WORK 18' 8' 2' 4'-6" 4'7'-6" 15' 4' 9' 10'-6" 22' 12' 9' 19' 24' 6' 3'-6" 2'-6" 11' 30' 30' 30' 30' 8' TYP. 20' TYP. 30' 3'-6" 4'-4" 2' 2' 5' 30' 9'-6"4'-6" 3' 2'-6" 1' 2' 5' 13' 3' 8'-6" 1'-6" 40' 5' 5' SHEET: OF REVISIONS: CHECKED BY: DRAWN BY: SCALE: DATE: CONSULTANT: (916) 746-1758 316 VERNON STREET ROSEVILLE, CA 95678 PARKS, RECREATION BD- EN- CWJ- 95% DRAWINGS AND LIBRARIES DEPARTMENT NC-57 DOG PARK

IMPROVEMENTS PROJECT
1280 ANTELOPE CREEK DRIVE, ROSEVILLE, CA 95678 HORIZONTAL CONTROL PLAN1:20 KJP TLG APRIL 2022 6 11 XXXX AC ASPHALT BC BACK OF CURB BOL BOLLARD BOW BACK OF WALK CATV CABLE TV BOX CB CATCH BASIN CLF CHAIN LINK FENCE COL COLUMN C CONCRETE DI DRAINAGE INLET EB ELECTRICAL JUNCTION BOX EP EDGE OF ASPHALT PAVEMENT FDC FIRE DEPARTMENT CONNECTION FL FLOWLINE FNC FENCE-HEIGHT & TYPE NOTED FOW FACE OF WALK GRD RAIL GUARD RAIL GM GAS METER GV GAS VALVE HV VLT HIGH VOLTAGE VAULT LIP LIP OF GUTTER MS CONCRETE MOW STRIP NG NATURAL GROUND PAV PAVEMENT PB PACIFIC BELL SLB STREET LIGHT BOX SSCO SANITARY SEWER CLEAN OUT SSMH SANITARY SEWER MAN HOLE SW SIDEWALK TC TOP OF CURB TCDO TOP OF CURB DRIVE OVER T 22" TREE W/ 22" DIAMETER TRUNK WF WOOD FENCE-HEIGHT NOTED WM WATER METER WV WATER VALVE WVLT WATER VAULT ABBREVIATIONS CJ LEGENDCONTROL JOINT SHEET 9, DETAIL PK-24

LIMIT OF WORK

LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK
NEW, 1-1/2" PVC SCH. 40 POTABLE

WATER MAINLINE, PER CITY DESIGN
STANDARDS PK-6, TYP. M BF WATER SERVICE P.O.C. 1-1/2"1" NEW, RAINBIRD XFD DISTRIBUTION TUBING, INSTALL 6" BELOW GRADE, TYP.

NEW, RAINBIRD DRIP IRRIGATION TREE RINGNEW, 1" RAINBIRD DRIP REMOTE CONTROL VALVE. NEW, 1" PVC SCH. 40 POTABLE IRRIGATION LATERAL LINE. NEW, 4" SDR DRINKING FOUNTAIN SEWER DRAIN LINE, MINIMUM 2% SLOPE TOWARD EXISTING BIOSWALE, PLACE MINIMUM 12" BELOW GRADE.NEW, 15-GALLON TREE PLANTING PER CITY STANDARD DETAILS PK-20 AND PK-21, TYP. POC 1" DAYLIGHT DRAIN PIPE HERE, DISPERSE INTO RIP-RAP ROCK. 6-8" ROCK RIP-RAP AT BASE OF DRAIN PIPE. NEW, 1" BRASS GATE VALVE, PER CITY DESIGN STANDARDS DETAIL PK-11. NEW, 1" POTABLE WATER BACKFLOW PREVENTER, PER CITY DESIGN STANDARDS W-6. NEW, 1" POTABLE WATER METER, PER CITY DESIGN STANDARDS W-6. 11" 13 3.25 BF SHEET: OF REVISIONS: CHECKED BY: DRAWN BY: SCALE: DATE: CONSULTANT: (916) 746-1758 316 VERNON STREET ROSEVILLE, CA 95678 PARKS, RECREATION BD- EN- CWJ- 95% DRAWINGS AND LIBRARIES DEPARTMENT NC-57 DOG PARK

IMPROVEMENTS PROJECT
1280 ANTELOPE CREEK DRIVE, ROSEVILLE, CA 95678 IRRIGATION PLAN1:20 KJP TLG APRIL 2022 7 11 XXXX POINT OF CONNECTION NOTES: 1. CONTRACTOR SHALL INVESTIGATE AND DETERMINE THE POINT OF CONNECTION LOCATION. IF DIFFERENT THAN SHOWN ON THESE PLANS THIS SHALL BE REPORTED TO THE CITY. 2. THE CONTRACTOR IS TO PERFORM PRESSURE TESTS AT THE POINT OF CONNECTION TO CONFIRM ACTUAL SITE PRESSURE LEVELS. ANY DISCREPANCIES BETWEEN INFORMATION ON THESE PLANS AND THAT OF EXISTING SITE CONDITIONS AND MANUFACTURER DATA ARE TO BE REPORTED TO THE CITY. FAILURE TO CONFIRM POC INFORMATION RESULTING IN REQUIRED CHANGES, DUE TO LOW PRESSURE OR VOLUME, WILL RESULT IN CITY DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE CITY. PVC PIPING NOTES: 1. PIPING AND EQUIPMENT LAYOUT IS SHOWN SCHEMATICALLY FOR VISUAL CLARITY. MAINLINES SHOULD BE LOCATED 24" - 48" OFF ADJACENT PAVEMENT OR OTHER OBSTACLES. PIPE SIZES SHALL BE INSTALLED PER PLANS. SMALLER PIPE SIZE SUBSTITUTIONS ARE NOT ACCEPTABLE; LARGER PIPE SIZES MAY BE APPROVED. SOLVENT WELD FITTINGS FOR MAINLINES 2" AND LARGER SHALL BE SCHEDULE 40 PVC. ALL THREADED FITTINGS SHALL BE SCHEDULE 80 PVC. IRRIGATION NOTES: 1. ANY AND ALL PORTIONS OF THIS WORK ARE TO BE CONSTRUCTED IN COMPLIANCE WITH ALL APPLICABLE RULES AND REGULATIONS AS SET FORTH BY THE CITY OF ROSEVILLE, STATE AND NATIONAL AGENCIES. IN THE EVENT THERE IS A CONFLICT WITH THESE PLANS AND THE AGENCIES STATED ABOVE, THE GOVERNING BODY'S REGULATIONS SHALL PREVAIL. 2. THE IRRIGATION SYSTEM AS SHOWN WITHIN THESE PLANS HAS BEEN DESIGNED BASED ON OPERATING PRESSURES OF 40 PSI. THE CITY REPORTS THAT STATIC WATER PRESSURES AT THE SITE IS APPROXIMATELY (XX) PSI. 3. PRIOR TO BIDDING OF SITE WORK, THE CONTRACTOR SHALL BECOME FAMILIAR AND EXAMINE CONDITIONS OF THE PROJECT SITE. PRIOR TO COMMENCEMENT OF SITE WORK VERIFYING LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES. LOCATIONS OF ITEMS SHOWN ON THESE PLANS ARE ONLY APPROXIMATIONS. ANY DISCREPANCIES DISCOVERED SHALL BE REPORTED TO THE CITY. FAILURE TO REPORT DISCREPANCIES TO THE CITY BEFORE COMMENCEMENT OF SITE WORK IMPLIES ACCEPTANCE OF SITE CONDITIONS AND COSTS ASSOCIATED WITH CORRECTING IRRIGATION LAYOUTS. 4. ANY EXISTING SITE FEATURES, GRADE CHANGES, OR SITE PLAN DESIGN CHANGES NOT SPECIFICALLY ADDRESSED ON THESE PLANS, (OR UNKNOWN CONDITIONS THAT WERE NOT APPARENT DURING THE DESIGN PROCESS) THAT WILL IMPACT INSTALLATION OR OPERATING OF IRRIGATION SYSTEMS IN ANY WAY, SHALL BE REPORTED TO THE CITY PRIOR TO COMMENCEMENT OF SITE WORK. 5. INSTALL IRRIGATION EQUIPMENT PER DETAILS AND SPECIFICATIONS. ALL IRRIGATION EQUIPMENT REQUIRED FOR PROJECT COMPLETION BUT NOT DETAILED ON THESE PLANS SHALL BE INSTALLED PER LOCAL AND STATE CODES AND MANUFACTURER'S WRITTEN INSTALLATION RECOMMENDATIONS. 6. THE CONTRACTOR SHALL REPAIR, REPLACE OR COMPENSATE CITY FOR ALL ITEMS DAMAGED BY HIS/HER WORK. 7. CONTACT CITY CONSTRUCTION INSPECTOR TO SCHEDULE A IRRIGATION INSPECTION AND RECEIVE ACCEPTANCE BY CITY BEFORE BACKFILLING TRENCHES. 8. ALL MATERIALS AND INSTALLATIONS TO BE IN COMPLIANCE WITH CITY OF ROSEVILLE STANDARD SPECIFICATIONS, LATEST EDITION. 9. THIS PLAN IS DIAGRAMMATIC. ALL IRRIGATION HEADS AND PIPING SHALL BE LOCATED IN PLANTING AREAS WHENEVER POSSIBLE. 10. FLUSH AND ADJUST ALL VALVES AND HEADS TO ENSURE PROPER COVERAGE. OVER SPRAY OR IRRIGATION FLOW ONTO WALKWAYS IS NOT ALLOWED. 11. INSTALL ALL EQUIPMENT PER THE DETAILS, SPECIFICATIONS AND PARKS CONSTRUCTION STANDARDS, CURRENT EDITION. EQUIPMENT NOT SPECIFICALLY NOTED SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 12. INSTALL THRUST BLOCKS AT ALL CHANGES IN DIRECTION IN THE MAIN LINE PER SHEET 12, DETAIL PK-10. 13. SEE CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS, LATEST EDITION FOR ALL IRRIGATION DETAILS. SEE PROJECT SPECIFICATIONS FOR MORE INFORMATION. 14. THIS SYSTEM IS DESIGNED FOR A MAXIMUM DEMAND OF 3.5 GPM. THE CITY IS REPORTING THE STATIC WATER PRESSURE AT THE POC IS (79) PSI AS OF APRIL 29, 2022. THE CONTRACTOR SHALL VERIFY PRESSURE AT THE POC PRIOR TO START OF IRRIGATION WORK AND NOTIFY THE CITY OF DIFFERENCES GREATER THAN 10%. IRRIGATION ACCEPTANCE: 1. ALL NEW IRRIGATION TO COMPLY WITH THE STATE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE. COMPLETED WORK WILL BE REVIEWED AND OBSERVED BY CITY. ANY MODIFICATIONS REQUIRED TO MEET THE STANDARDS AS SET FORTH IN THESE LANDSCAPE DOCUMENTS WILL BE SUBMITTED TO THE CITY AND CORRECTED AT THE LANDSCAPE CONTRACTOR'S EXPENSE. CORRECTED ITEMS MUST BE APPROVED BY CITY. 2. UPON FINAL ACCEPTANCE, LANDSCAPE CONTRACTOR SHALL INSTRUCT MAINTENANCE PERSONNEL AS TO THE OPERATION AND MAINTENANCE OF ALL LANDSCAPING AND IRRIGATION AT A TIME AND LOCATION ACCEPTABLE TO BOTH PARTIES TO CONDUCT THIS TRAINING SHALL BE ARRANGED BY THE CONSTRUCTION INSPECTOR. IRRIGATION LEGEND: SYMBOL MANUFACTURER/DESCRIPTION PSI GPM COMMENTS RAINBIRD, XFS-06-12, DRIP IRRIGATION TREE RING, BURIED 3" BELOW GRADE 30 0.2500 SHEET 10, DETAIL PK-8 RAINBIRD XFD SUB-SURFACE DISTRIBUTION TUBING, BURIED 6" BELOW GRADE SHEET 10, DETAIL PK-8 RAINBIRD XCZPGA-100-PRF ELECTRIC REMOTE CONTROL VALVE, POTABLE WATER, SEE PLAN FOR SIZE SHEET 10, DETAIL PK-13 HUNTER NODE-BT-100, (1) SINGLE STATION CONTROLLER, PLACED IN IRRIGATION REMOTE CONTROL VALVE BOX NIBCO F-619-N FLANGE VALVE - POTABLE, LINE SIZE SHEET 10, DETAIL PK-11 POINT OF CONNECTION XX SHEET 10, DETAIL XX XX SHEET 10, DETAIL XX SCHEDULE 40 PVC, POTABLE WATER LINE SHEET 10, DETAIL PK-6 SCHEDULE 40 PVC SLEEVE, 4" DIAMETER SHEET 10, DETAIL PK-5 POC MBF STATION/HYDROZONE NUMBER X.XX" RCV SIZE XXXX APPROX. GPM ESTIMATED # OF EMITTERS (1)-4" (IF APPROPRIATE) NUMBER OF SLEEVES DIA. OF SLEEVE 1 HYDROZONE (VALVE #) PLANT WATER USE TYPE PLANT TYPE PLANT FACTOR HYDROZONE AREA (SQ) IRRIGATION METHOD IRRIGATION EFFICIENCY HYDROZONE LEGEND LOW TREES 0.5 364 BUBBLER 85%

LIMIT OF WORK

M BF POC
BF SHEET: OF REVISIONS: CHECKED BY: DRAWN BY: SCALE: DATE: CONSULTANT: (916) 746-1758 316 VERNON STREET ROSEVILLE, CA 95678 PARKS, RECREATION BD- EN- CWJ- 95% DRAWINGS AND LIBRARIES DEPARTMENT NC-57 DOG PARK

IMPROVEMENT PLANS
1280 ANTELOPE CREEK DRIVE, ROSEVILLE, CA 95678 PLANTING PLAN1:20 KJP TLG APRIL 2022 8 11 XXXX PLANTING NOTES: 1. THIS PLANTING PLAN COMPLIES WITH THE CRITERIA ESTABLISHED BY THE CITY OF ROSEVILLE MUNICIPAL CODE AND APPLIES THOSE REQUIREMENTS FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. SUBSTITUTIONS OF PLANT MATERIAL, SPECIES AND/OR VARIETIES SHALL BE APPROVED BY THE CITY PRIOR TO ORDERING OF MATERIAL. SUBSTITUTIONS ARE NOT PERMITTED UNLESS APPROVED IN WITTING. 2. ALL PLANT MATERIAL SHALL CONFORM TO THE ANSI Z601 "STANDARD FOR NURSERY STOCK". NOTIFY THE CITY 48 HOURS PRIOR TO PLANT DELIVERY. ALL PLANTS TO BE INSPECTED AND ACCEPTED PRIOR TO PLANTING. INSTALL PLANT MATERIAL PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS, LATEST EDITION AND PROJECT SPECIFICATIONS. 3. AMEND SOILS PER SOIL TEST RECOMMENDATIONS, SEE SPECIFICATIONS. 4. APPLY A THREE INCH (3") LAYER OF WALK-ON BARK AROUND NEW TREE PLANTINGS, 3' DIAMETER. KEEP BARK SIX INCHES (6") AWAY FROM TREE CROWNS. 5. DO NOT SCALE OFF OF PLANS. PLACE PLANTS IN PROPOSED LOCATIONS FOR REVIEW AND ACCEPTANCE BY THE CITY PRIOR TO ACTUAL PLANTING. NOTIFY THE PROJECT MANAGER A MINIMUM OF 48 HOURS PRIOR. 6. ALL LANDSCAPED AREAS SHALL BE MAINTAINED IN A HEALTHY AND WEED-FREE CONDITION. DEAD PLANT MATERIAL SHALL BE REPLACED IMMEDIATELY. ALL TREES SHALL BE MAINTAINED AND PRUNED IN ACCORDANCE TO THE INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA). 7. THE CONTRACTOR SHALL EXAMINE THE CONDITIONS OF THE SITE PRIOR TO COMMENCEMENT OF WORK. ANY CONDITIONS THAT DIFFER FROM WHAT IS SHOWN ON THE PLANS THAT WILL AFFECT THE INSTALLATION PROCESS SHALL BE BROUGHT TO THE ATTENTION OF THE CITY PRIOR TO WORK. COMMENCEMENT OF WORK IMPLIES ACCEPTANCE OF THE CONDITIONS OF THE SITE. 8. CONTRACTOR IS TO VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO PERFORMING ANY EXCAVATIONS. CONTRACTOR IS TO REPAIR ANY DAMAGE CAUSED BY, OR DURING THE PERFORMANCE OF, HIS/HER WORK AT NO ADDITIONAL COST TO THE CITY. 9. EXISTING PLANT MATERIALS SHALL BE REMOVED AS PER DEMOLITION PLAN AND DISPOSED OF PROPERLY PRIOR TO IRRIGATION OR PLANTING INSTALLATION. 10. IRRIGATION SYSTEM SHALL BE OPERATIONAL AND COVERAGE APPROVED BY THE CITY IN WRITING PRIOR TO INSTALLATION OF PLANT MATERIAL. 11. THE CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES PRIOR TO INSTALLATION. PLANT QUANTITIES ARE LISTED FOR THE CONVENIENCE OF THE CONTRACTOR, NUMBER OF SYMBOLS PER PLAN SHALL HAVE PRIORITY OVER QUANTITY GIVEN. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PURCHASING OF ALL MATERIAL TO MEET THE SPECIFICATIONS OF THE PLANS INCLUDING PLANTS, SOIL, FERTILIZER, AND STAKES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE PROTECTION OF THESE MATERIALS UNTIL THE PROJECT HAS BEEN ACCEPTED BY CITY COUNCIL FOLLOWING ANY PLANT ESTABLISHMENT PERIOD WHICH MAY BE REQUIRED PER THE SPECIFICATIONS. 13. ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL OR REJECTION BY THE CITY PRIOR TO INSTALLATION. INSTALLED AND THEN REJECTED MATERIAL SHALL BE REPLACED BY THE CONTRACTOR AT HIS/HER EXPENSE. 14. CONTACT THE CITY OF ROSEVILLE CONSTRUCTION INSPECTOR TO SCHEDULE INSPECTION(S) AND TO BEGIN ANY PLANT ESTABLISHMENT PERIOD THAT MAY BE REQUIRED PER THE SPECIFICATIONS. 15. ANY AND ALL PORTIONS OF THIS WORK ARE TO BE CONSTRUCTED IN COMPLIANCE WITH ALL APPLICABLE RULES AND REGULATIONS AS SET FORTH BY LOCAL MUNICIPALITIES, STATE AND NATIONAL AGENCIES. IN THE EVENT THERE IS A CONFLICT WITH THESE PLANS AND THE AGENCIES STATED ABOVE, THE GOVERNING BODY'S REGULATIONS SHALL PREVAIL. 16. ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTORS SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND QUANTITIES AND SHALL IMMEDIATELY INFORM THE CITY'S REPRESENTATIVE OF ANY DISCREPANCY BETWEEN THE INFORMATION. NUMBERS PROVIDED ON THIS PLAN ARE FOR REFERENCE ONLY. PLANT ESTABLISHMENT AND MAINTENANCE PERIOD: 1. AS APPLICABLE PER THE SPECIFICATIONS, THE CONTRACTOR SHALL PROVIDE A PLANT ESTABLISHMENT PERIOD FOR APPROVAL OF THE PROJECT BY THE CITY. 2. FOLLOWING ANY REQUIRED PLANT ESTABLISHMENT PERIOD, THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE INSTALLATION PER SPECIFICATIONS. ADJUSTMENTS TO THE IRRIGATION SYSTEM FOR TIME AND DURATION OF FLOWS AND REPLACEMENT AND ADJUSTMENTS TO HEADS AND NOZZLES ARE ALSO REQUIRED. PLANTING LEGEND: SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE SPACING WATER USE OPALS COMMENTS TREESCER CERCIS OCCIDENTALIS WESTERN REDBUD 3 15-GAL 25' LOW
4 SHEET 11, DETAIL PK-20, PK-21 QUE QUERCUS LOBATA VALLEY OAK 10 15-GAL 30' LOW 9 SHEET 11, DETAIL PK-20, PK-21 SURFACE COVERINGS HYDRO-SEED NATIVE BROADCAST "UPLAND AREA" SEED MIX PER CITY STANDARDS. 2,500 SQ. FT. LOW 10 INSTALL 3" OF ENGINEERED WOOD MULCH, SUPPLIER: APPLIED LANDSCAPE ROCKLIN, ITEM: CEDAR SAFE PER LAYOUT PLAN
NOTE: PEDESTRIAN GATES SHALL BE ADA COMPLIANT, WITH USE OF A SELF CLOSING HINGES AND LEVERED LATCH HANDLE HARDWARE. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR CITY ACCEPTANCE PRIOR TO GATE MANUFACTURE. MIN. 12" CONCRETE PAVING AREA DRAIN SLOPE TO DRAIN SLOPE TO DRAIN AREA DRAIN SCALE: NONE DT-2 4" DRAIN PIPE FINISHED GRADE MITERED DRAIN OUTLET SCALE: NONE DT-3 MIN. 12" MITERED DRAIN OUTLET RIP-RAP DRAIN ROCK 4" DRAIN PIPE, MINIMUM SLOPE 2% DOG WASH AREA DRAIN ENTRY SIGNAGE SCALE: NONE DT-1 2' 3' FINAL TEXT TO BE PROVIDED BY CITY PRIOR TO ORDERING, CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ACCEPTANCE BY THE CITY PRIOR TO ORDERING. 4mm DIBOND PANELING SECURELY MOUNT SIGN TO CHAIN LINK FENCING AT ENTRY GATE WELCOME NC-57 DOG PARK HOURS PARK RULES XX CITY OF ROSEVILLE DRAIN ROCK BAND SCALE: NONE DT-4 8" CONCRETE PAVING 3/4" CRUSHED DRAIN ROCK 4" DRAIN PIPE FINISHED GRADE 6-1/2" SLOPE TO MULCH 2' SHEET: OF REVISIONS: CHECKED BY: DRAWN BY: SCALE: DATE: CONSULTANT: (916) 746-1758 316 VERNON STREET ROSEVILLE, CA 95678 PARKS, RECREATION BD- EN- CWJ- 95% DRAWINGS AND LIBRARIES DEPARTMENT NC-57 DOG PARK

IMPROVEMENT PLANS
1280 ANTELOPE CREEK DRIVE, ROSEVILLE, CA 95678 CONSTRUCTION DETAILS VARIES KJP TLG APRIL 2022 9 11 XXXX
DRIP IRRIGATION TREE RING SCALE: NONE IRR-1 TREE PLANTING INCLINE SUB-SURFACE DRIP TUBE, INSTALL 3" BELOW GRADE PER MANUFACTURER'S INSTRUCTIONS, TYP. DRIP XFD DISTRIBUTION TUBING, INSTALL 6" BELOW GRADE PER MANUFACTURER'S INSTRUCTIONS, TYP. 1' 1' USE RAINBIRD XF DRIPLINE INSERT FITTINGS TO MAKE LINE CONNECTIONS, TYP. SHEET: OF REVISIONS: CHECKED BY: DRAWN BY: SCALE: DATE: CONSULTANT: (916) 746-1758 316 VERNON STREET ROSEVILLE, CA 95678 PARKS, RECREATION BD- EN- CWJ- 95% DRAWINGS AND LIBRARIES DEPARTMENT NC-57 DOG PARK

IMPROVEMENT PLANS
1280 ANTELOPE CREEK DRIVE, ROSEVILLE, CA 95678 IRRIGATION DETAILS VARIES KJP TLG APRIL 2022 10 11 .XXXX
SHEET: OF REVISIONS: CHECKED BY: DRAWN BY: SCALE: DATE: CONSULTANT: (916) 746-1758 316 VERNON STREET ROSEVILLE, CA 95678 PARKS, RECREATION BD- EN- CWJ- 95% DRAWINGS AND LIBRARIES DEPARTMENT NC-57 DOG PARK

IMPROVEMENT PLANS
1280 ANTELOPE CREEK DRIVE, ROSEVILLE, CA 95678 PLANTING DETAILS VARIES KJP TLG APRIL 2022 11 11 XXXX NC-57 Dog Park Improvements Project
April 2022
Table of Contents

Page 1 of 1 ends

TABLE OF CONTENTS

TABLE OF CONTENTS
SECTION 00 31 46 PERMITS
SECTION 01 10 00 SUMMARY OF WORK
SECTION 01 57 23 STORM WATER POLLUTION CONTROL
SECTION 03 30 00 SITE CONCRETE
SECTION 12 93 00 SITE FURNISHINGS
SECTION 31 10 00 CLEARING AND GRUBBING
SECTION 31 20 00 EARTHWORK
SECTION 32 31 13 CHAIN LINK FENCING
SECTION 32 84 00 IRRIGATION SYSTEM
SECTION 32 90 00 PLANTING
SECTION 33 00 00 UTILITIES

NC-57 Dog Park Improvements Project
April 2022
Section 00 31 46: Permits

Page 1 of 2 ends

SECTION 00 31 46

PERMITS
PART 1 - GENERAL

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

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

C. The intent of this Section is to furnish bidders with the known list of required permits for the Work under the Contract Documents. Bidders should note that the list is not necessarily complete and that additional requirements may exist or arise.

1.02 Permits
A. The Contractor shall obtain copies of the following permits from the Project Manager. Copies of these shall be obtained prior to start of work and shall be kept on the jobsite.

1. State Water Resources Control Board General Permit for Discharges of Storm Water Associated with Construction Activity:
a) Contractor(s) must comply with General Conditions 5-1.20 Water Pollution.

2. City of Roseville Department of Development Services, Grading Permit for all Work related to this project.

3. City of Roseville Department of Development Services, Building Permit for all structural items associated with this project, including, but not limited to, the drinking fountain (plumbing code).

B. Contractor shall comply with the conditions of these permits, and will be solely responsible for all costs associated with meeting permit conditions unless specifically specified otherwise in these Contract Documents.

C. A copy of the permit is included in the Appendix of the Project Manual. A trench/excavation permit must be on file with the City. Submit a copy of the notification letter to CAL OSHA, which outlines the project, and contracted scope of work.

PART 2 - PRODUCTS
Intentionally left blank.

Project
Date
Section 00 31 46: Permits

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PART 3 - EXECUTION
Intentionally left blank.

END OF SECTION
NC-57 Dog Park Improvements Project
April 2022
Section 01 10 00: Summary of Work

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SECTION 01 10 00

SUMMARY OF WORK
PART 1 - GENERAL

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

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

1.02 Project Description
A. Project Name and address:

NC-57 Dog Park Improvements Project
1280 Antelope Creek Drive, Roseville, CA 95678
B. Project description/scope of work:

The scope of this project includes constructing approximately 1,250 square feet of concrete paving, 130 linear feet of chain link fencing, access gates, potable water fountains, native tree plantings, drip irrigation and 0.45 acres of 4” thick mulch material.

C. The Contractor, prior to submission of his bid, shall visit the site and become familiar with the physical site conditions, the plans and specifications. All existing site conditions, apparent in a detailed, on-site inspection, shall be a part of the project. Submission of a bid shall represent the Contractor’s acknowledgment of the existing site conditions and its effect on the implementation of the contract documents.

1.03 Engineering
A. Field Engineering, as a part of this contract, shall include:

1. Layout of the work and establishment of lines and grades.

2. Said work to be performed by a California Registered Civil Engineer or a California licensed Land Surveyor.

3. When discrepancies between the drawings and actual site conditions are discovered, notify the Inspector for instruction on how to proceed.

4. All work shall:
a) Establish indicated layout in relation to the property survey and existing reference points.
b) Establish and preserve permanent reference points during the course of construction.

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c) Set locations and elevations of all site elements as required for proper completion of the work.

1.04 Permits, Fees and Notices
A. The Contractor and/or his assigned Subcontractors shall obtain any and all required permits (beyond those provided in the Appendix) from all governing authorities, including other City Departments, prior to start of construction.

1.05 Construction Plans
A. Any discrepancies or omissions found in the Contract Documents shall be reported to the City’s project manager immediately. The City’s project manager will clarify discrepancies or omissions, in writing, within a reasonable time.

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

1. Notice to Contractors

2. Special Provisions

3. City of Roseville Parks Construction Standards

4. City of Roseville Design and Construction Standards

5. Drawings
Addenda shall take precedence over all sections referenced therein. Figure dimensions on Drawings shall take precedence over scale dimensions.

Detailed Drawings shall take precedence over general Drawings.

1.06 Definitions
A. The term “accepted” where used within, shall mean accepted in writing by the City of Roseville’s Project Manager.

B. The term “Inspector”, where noted, shall mean the project representative, appointed by the City of Roseville, who will oversee the project on a day-today basis.

C. The term “Project Manager”, where noted, shall mean the project representative appointed by the Parks Department.

D. The term “Consultant”, where noted, shall mean the prime Consultant listed on the cover sheet of these Specifications.

E. The term “accepted equal”, where used herein, shall mean the equal in the opinion of the Project Manager, in consultation with the Consultant, when necessary, and as accepted in writing by the Project Manager.

F. The term “Project Owner”, where used herein, shall mean the landowner or developer.

G. The term “provide”, where used herein, shall mean furnish and install complete.

H. The term “as selected”, where used herein, shall mean as selected by the Consultant and as accepted by the Project Manager.

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I. The term “substantially complete”, where used herein, shall mean the state of which the project can be used in the manner of which it is intended with the exception of minor items as determined by the Project Manager.

J. See Section 1 of the General Conditions for additional definitions and terms.

1.07 Standards
A. Numerous standards are referenced in these contract documents. The referenced standards shall be the current edition as of the date of these contract documents. Also, see Section 4 - 1.02 of the General Conditions.

B. The codes adopted by the City, County, State and federal agencies shall govern minimum requirements for this project. Where codes conflict with these Specifications, the more stringent shall apply, and such conflicts shall be brought to the attention of the Project Manager. Caltrans Standards shall be applied where specifically referenced. In the absence of specific reference requirements in the contract documents, the applicable codes shall govern.

C. In addition to the standards noted in individual sections of these Specifications, standards of the following organizations shall be noted by initials only.

1. ANSI: American National Standards Institute.

2. ASTM: American Society for Testing and Materials.

1.08 Submittals
A. All submittals shall be submitted at one time within ten (10) working days from issuance of Notice to Proceed. The review time for submittals shall be as noted in Section 2 - 1.04 of the Special Conditions. Items returned for re- submittal shall be returned to the City within two weeks
B. The Contractor shall include a cover sheet indicating the following (A sample is provided in Section 5: Forms):

1. Drawing sheet or specification section reference (by section, paragraph and sub-paragraph numbers);

2. Item description;

3. Indication whether this item is “as specified” or “proposed substitution” and

4. A space for itemized response summary, e.g. “reviewed” or “resubmit”.

C. Contractor shall provide submittals electronically in PDF file format and physical product samples as required in specifications. It shall be the Contractor’s responsibility to ensure that the summary sheet is included in the submittal package. Incomplete submittal packages (i.e., the lack of a summary sheet or lack an appropriate product sample) will not be reviewed.

D. Proposed substitution requests must include a comparison between the originally specified item and the proposed substitute. The burden of proof of compliance for proposed substitutions with project requirements rests with the Contractor. Coordination of the installation of accepted substitutions, including Project
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incidental changes/modifications to accommodate proposed products shall be at no additional cost to the Owner.

E. Where required in specified Section of these Specifications, submittals shall include proof of order of site furnishings, play equipment or other materials within two weeks (ten working days) of receipt of the returned, approved submittal. Submittals of orders shall be made at one time. Exceptions will be considered, with justification.

1.09 Tests
A. In addition to Section 4 - 1.03 of the General Conditions, testing and inspections may be performed by a private testing laboratory. The testing laboratory, provided by the City, shall be under the direction of a California registered civil engineer. All work shall conform to requirements set forth by ASTM B329, and shall be acceptable to the City.

B. Copies of the laboratory reports/results of each test or inspection shall be provided to the Project Manager, Inspector and Contractor.

1.10 Temporary Facilities
A. Sanitary provisions shall be the responsibility of the Contractor. Existing restroom facilities shall be not utilized by the Contractor, his Sub-contractors, or employees thereof, unless specifically accepted by the Project Manager.

Provide chemical toilets or water closets and urinals connected to the sewer in a location accepted by the Project Manager.

B. Barricades shall be the responsibility of the Contractor and shall be erected as necessary to protect the property, the construction and the public from hazards due to construction.

C. Signs, other than those identified in these Specifications, shall be prohibited.

Notices, required by law, shall be posted and maintained.

1.11 Utilities
A. All utility fees, including, but not limited to, connection fees, installation fees, meters, monthly service fees and cost of utilities used during the course of construction and establishment are considered a direct cost and are the responsibility of the Contractor until project acceptance by City Council.

1.12 Dust/Noise Control Requirements
A. Dust and other air pollution nuisances on or adjacent to the site shall be abated, per Section 2 - 1.15 of the General Conditions. Dirt shall not be allowed to accumulate on streets or sidewalks nor be washed into sewer.

B. Noise from construction operations shall be kept to a minimum. Allowable hours of operations shall be from 7 a.m. to 7 p.m. Monday through Friday. Work on NC-57 Dog Park Improvements Project
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weekends and holidays must be approved by the project manager. Work on weekends and holidays shall not begin before 8 a.m. and must be completed by 8 p.m.

1.13 Tree Replacement Schedule
A. Trees damaged or removed without prior approval shall be replaced at an inch per inch basis on-site, except otherwise accepted. New stock shall follow the table provided:

Plant Size Inch Value
3 Five Gallon Stock One Inch
1 Fifteen Gallon Stock One Inch
1 24” Box Stock Two Inches
1 36” Box Stock Three Inches

1.14 Inspection of Construction
A. In addition to the routine inspections performed by the Parks Inspector, portions of work may be inspected by the other city departments. Notify the Parks Inspector and Project Manager a minimum of 48 hours prior to date of inspection.

B. The Parks Inspector shall be the main line of communication between the site superintendent, the project manager and other City department inspectors.

Changes in scope of work or standards shall be approved by the project manager.

C. Refer to the parks inspection record. This shall be issued at the PreConstruction meeting and shall be utilized by the Contractor throughout the course of construction. A completed “hard card” shall be submitted to the Project Manager along with required turn in items (See 1.19 this Section) upon final acceptance of the project. The Notice of Completion shall not be filed until all record documents have been received and accepted.

1.15 Adverse Impacts to Site Conditions Due to Construction A. Impacts that affect the site conditions to the detriment of the park or streetscape Impacts that affect the site conditions to the detriment of the park or streetscape construction or long term viability of the site shall be mitigated by the contractor prior to acceptance of the project. Such impacts shall include, but are not limited to:

1. Soil compaction in non-structural areas;

2. Diesel or gas fuel leaks/spillage;

3. Buried concrete or other construction debris;

4. Hazardous material contamination;

5. Lime treatment in planting areas;

6. and more.

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1.16 Pre-final (Punch List) Review
A. Notify, in writing, to the Parks Construction Inspector, that the work is substantially complete. Substantially complete is defined as “the state of work where it may be used in a suitable and intended manner with exception of minor corrections”. Partial acceptances will not be granted. Items to be reviewed as a part of substantial completion include:

1. All construction items

2. Installation of all site furnishings, including lights and signs

3. Seeding or sodding of all turf areas

4. All planting, including weeding of planted areas

5. The irrigation system is fully functioning as designed and as confirmed by the landscape irrigation audit.

B. Within five workings days of receipt of notification, the Parks Construction Inspector will confirm substantial completion. The Parks Construction Inspector will schedule the punch list walk (pre-final review) within five working days after the project has been determined as substantially complete. A formal punch list will be developed at the punch list walk. The Parks Construction Inspector will provide a copy of the formal punch list to the Contractor within five working days of punch list walk. Performance of the punch list walk does not automatically trigger the start of establishment.

1. If at any point during this review that it becomes apparent that the Contractor has not properly prepared for the site review, the inspection shall immediately be terminated and re-scheduled at such a time as the site has been readied for a review. Any costs for the re-scheduling of the review shall be the responsibility of the Contractor. Lack of site preparation could delay start of the establishment period.

C. Concurrent to the pre-final review, the City will make a formal request for all required turn-in items to be submitted to the City. All turn-in items shall be submitted to the City (single point of contact), at one time and only by appointment. Do not drop off the turn-in items at the front counter and without an appointment.

D. Once all turn-in items have been confirmed to be complete and accurate, the establishment period may be considered to begin. The City shall have sole discretion in determining the appropriateness of the commencement of the establishment period and shall notify the developer/contractor in writing of the start and end dates. Portions of the project will not be accepted for establishment prior to the substantial completion of the entire project.

1.17 Establishment Period
A. The duration of the establishment period shall be:

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1. For seeded turf in parks: Ninety (90) calendar days, minimum, and until the Notice of Completion (NOC) for City-built parks has been approved by the City Council, or the deed transferring property ownership, has been recorded at the County for Developer-built parks.

2. For sodded turf in parks: Forty-five (45) calendar days commencing between March 1st and October 31st and sixty (60) calendar days commencing between November 1st and February 28th, and until the Notice of Completion (NOC) for City-built parks has been approved by the City Council, or the deed transferring property ownership, has been recorded at the County for Developer-built parks.

3. For streetscapes: Thirty (30) calendar days, minimum, and until final acceptance of all related street improvements subject to approval of a Notice of Completion by the City Council.

B. Active maintenance is required throughout the entire establishment period.

Active maintenance is defined as:

1. All areas within the project site shall be protected against damage including vandalism, erosion, trespass, rodents and other acts. Immediately repair all damaged areas.

2. All walkways and paved areas shall be kept clean and all debris within planting and turf areas shall be immediately removed.

3. Automatic irrigation controller shall be fully utilized and irrigation system monitored and adjusted as described in Section 32 84 00 4.03.

4. All plant and turf maintenance as described in Section 32 90 00 3.11 C. Prior to the start of the final thirty (30) days of establishment:

1. All punch list items shall be completed.

2. All certifications and testing shall be completed.

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

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

1.18 Final Review
A. One (1) week prior to the end of the establishment period, a final on-site review shall be conducted to review project readiness for final turn-over. All punch list items must be satisfactorily addressed prior to the final review.

B. The project shall be prepared and cleaned per Section 2 - 1.12 of the General Conditions; the turf shall be mowed; and the irrigation heads shall be adjusted appropriately one day prior to the scheduled final review.

C. Acceptance of the project shall be considered “field accepted” and a recommendation will be forwarded to the City Council for “final acceptance” per Section 7 - 1.01 of the General Conditions.

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D. An unaccepted project shall extend the establishment period until such time as the unaccepted portions of the project have been reviewed and field accepted by the Inspector and Project Manager.

E. Turn over for City maintenance shall occur only after:

1. The specified duration of the establishment period has been successfully completed.

2. If required, the deed transferring property ownership, has been recorded at the County.

3. A Notice of Completion (NOC) for city-built parks and for streetscapes has been approved by the City Council.

F. Contractor shall provide a written guarantee covering all improvements associated with this project. See 1.19 – Warrantees and Guarantees.

1.19 Record Documents
A. Record documents or as-built plans shall be maintained on-site and updated routinely as specified in Section 2 - 1.13 of the General Conditions. Record documents shall include all items under the contracted scope of work.

B. Record documents shall be submitted:

1. one full size set of final as-built drawings (verified/initialed by the Parks Inspector during the establishment period)

2. one set of 11 x 17 reductions of the complete as-built package; and

3. two sets 11 x 17 laminated reductions of the irrigation plan illustrating with colors the individual controller stations; and

4. one USB storage device containing PDF scanned images (in color) of the verified/initialed as-built drawings.

5. For City of Roseville CIP projects, SWPPP binder.

1.20 Warranties and Guarantees
A. Warranties are required under various Sections of these Specifications. Prior to final acceptance, the Contractor shall assemble all warranties into a single, bound or stapled package. All warranties shall be clearly labeled and the number of years highlighted. Also, see Sections 7 - 1.10 and 7 - 1.11 of the General Conditions.

1. Warranties for equipment shall be submitted in the manufacturer’s standard form and shall be countersigned by the subcontractor or supplier and the Contractor.

2. All other warranties shall be provided in the following format, written on subcontractor’s or supplier’s letterhead, signed by the subcontractor or supplier and countersigned by the Contractor:

WARRANTY FOR 1 YEARS
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“We hereby warrant that the product which we have installed at NC-57 Dog Park Improvements Project has been done in accordance with the contract documents, and that the work, as installed will fulfill the warranty requirements included in the Specifications.

We agree to repair or replace any or all of our work, together with any other adjacent work which may be displaced by so doing, that may prove to be defective in its workmanship or material within the warranty period stated above commencing from the date of final acceptance of the above named project by the City of Roseville’s City Council, without additional expense to the City, ordinary wear and tear and unusual abuse or neglect excepted.

In the event of failure to comply with the above conditions within thirty (30) days of notification by the City, we collectively or separately do hereby authorize the City to proceed with the repairs or replacement of such defects at our expense. Payment of said costs and charges will be forwarded to the City upon demand.

Signed:

Subcontractor or Supplier Date
Countersigned:

Contractor Date
B. Guarantees shall be a minimum of one (1) year for all plant material, including trees and shrubs. The guarantee shall state that plant materials (trees & shrubs) to be free of all defects or disease and all plants are in a healthy and thriving condition at the completion of the contract. Deciduous plant material shall be warranted beyond the time of contract completion until such time as growth becomes evident.

PART 2 - PRODUCTS
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PART 3 - EXECUTION
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END OF SECTION

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SECTION 01 57 23

STORM WATER POLLUTION CONTROL
PART 1 - GENERAL

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

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

1.02 References
A. State Water Resources Control Board Order No. 2009-0009-DWQ National Pollutant Discharge Elimination System General Permit No. CAS0000002, for Storm Water Discharges Associated with Construction and Land Disturbance Activities.

B. CASQA California Stormwater BMP Handbook – Construction, November 2009

1.03 Definitions
A. NOI: Notice of Intent
B. NOT: Notice of Termination
C. QSP: Qualified SWPPP Practitioner
D. QSD: Qualified SWPPP Developer
E. SWPPP: Storm Water Pollution Prevention Plan
F. SWRCB: State Water Resources Control Board
G. NPDES: National Pollutant Discharge Elimination System General H. WDID: Waste Discharger Identification number
I. BMP: Best Management Practices
PART 2 - PRODUCTS
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PART 3 - EXECUTION

3.01 SWPPP
A. Comply with State Water Resources Control Board Order No. 2009-0009- DWQ National Pollutant Discharge Elimination System General Permit No.

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CAS0000002, for Storm Water Discharges Associated with Construction and Land Disturbance Activities.

B. A SWPPP has been developed for this project. The SWPPP is a dynamic document and will change as conditions (weather or construction phases) warrant.

C. Implementation of the SWPPP is the responsibility of the Contractor and a part of this project. Costs associated with implementation and maintenance of the BMPs per the SWPPP shall be included in the lump sum base bid.

D. Major changes to the SWPPP shall be reviewed by the City’s QSD prior to implementation. Cost associated with the major changes will be paid for using the unit cost listed in the Additions or Deletions Sheet of the Proposal E. The City’s QSP will perform weekly inspections of the jobsite. Implementation of and minor changes to the SWPPP as directed by the City’s QSP shall be incidental to the Work. Contractor shall start all inspection corrective actions within 72 hours of observation, and complete as soon as possible.

F. All BMPs installed will be inspected by the City’s QSD/QSP for compliance with the SWPPP and BMP Fact Sheets. BMPs that are not in compliance shall be brought into compliance by the Contractor at no cost to the City.

G. Keep one copy of the SWPPP and amendments at the project site.

H. The SWPPP shall be readily available throughout the course of construction and until the NOT has been accepted by SWRCB. The SWPPP shall be made available upon request by a representative of the Regional Water Quality Control Board, State Water Resources Control Board, United States Environmental Protection Agency, or City’ storm water staff.

I. At the end of the establishment period, the Contractor shall submit the project site copy of the SWPPP including copies of all inspections, Rain Event Action Plans (REAPs), reports, and sampling and analysis results to the City’s Project Manager.

3.02 Schedule
A. Contractor shall develop a Water Pollution Control Schedule that describes the timing of grading or other work activities that could affect water pollution. The schedule shall be updated by the Contractor to reflect changes in the Contractor’s operations that would affect the necessary implementation of water pollution control practices. The typical sequence of work shall be adjusted by the Contractor based on weather conditions and forecasted rain events. The schedule is considered an appropriate and applicable BMP.

3.03 Penalties and fines
A. Contractor is responsible for all penalties and fines assessed to or levied on the project related to the implementation of the SWPPP.

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B. In an effort to maintain compliance with the General Permit, the Contractor may be asked to make changes to the BMPs. If the Contractor is unable to perform these services in a timely manner the City reserves the right to address any areas of concern and deduct the cost from the contract.

3.04 BMP’s
A. Construction BMP’s shall be installed per the Erosion / Sediment Control Plan and project SWPPP, and in accordance with the CASQA California Stormwater BMP Handbook. Use of alternative BMP’s will be reviewed and accepted at the discretion of the City’s QSD.

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

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

END OF SECTION

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SECTION 03 30 00

SITE CONCRETE
PART 1 - GENERAL

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

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

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

1.02 Description
A. Furnish all labor, materials and equipment for the complete installation of all concrete work, flatwork and poured-in-place as shown in the Plans and as specified herein.

1.03 References
A. Caltrans Standard Specifications, latest edition.

B. California Building Code (CBC) and California Administrative Code (Title 24), latest editions.

1.04 Quality Assurance
A. For all flatwork, the Contractor shall pour a six-foot by six-foot (6’ x 6’) sample of each type of finish specified for review and acceptance by the Project Manager prior to pouring any concrete. The accepted samples shall remain onsite and intact until all concrete work has been completed. The quality of the concrete work shall be measured by the accepted samples.

B. During the course of construction, a qualified testing laboratory shall obtain samples as determined by the Inspector and conforming to federal and state codes and standards. Such costs shall be paid for by the City. Re-tests and removal of below acceptable strength concrete shall be borne by the Contractor.

The Contractor shall cooperate with the testing during the course of obtaining such samples.

C. Variances in surface grades of more than 1/8”, as measured by a straight edge ten feet (10‟) long, shall be corrected to the satisfaction of the Inspector.

Remove all areas where standing water occurs, including any surface irregularities.

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1.05 Handling and Storage
A. Comply with ATSM C-94, “Specifications for Ready Mix Concrete” for the batch, mix and transport of concrete.

B. Mix and deliver only the amount that will be poured immediately.

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

PART 2 - PRODUCTS

2.01 Concrete
A. Concrete for play area curbs, sidewalks, and accessible ramps shall conform to the provisions of Section 90-2 “Minor Concrete” of the Caltrans Standard Specifications. Cementitious material shall be „Type II Modified” and shall contain no less than 505 pounds of cementitious material per cubic yard.

Aggregate shall be not greater than one-inch or smaller than 3/8-inch. Submit concrete analysis for review and acceptance prior to placement of concrete.

2.02 Fiberglass Reinforcement
A. Fibers for concrete shall be Fibermesh 150, as manufactured by Propex Operating Company; or accepted equal. Fibers shall contain 100 percent virgin polypropylene multifilament fibers, e3 patented technology, containing no reprocessed olefin materials. The fibers shall conform to ASTM C1116 Type III and manufactured specifically for the secondary reinforcement of concrete.

2.03 Concrete Forms
A. All forms shall be new at the start of the project and shall be construction grade Douglas Fir. Minimum size lumber shall be 2 x 6.

B. Radius bends shall be formed by spring steel forms or laminated boards, as required.

C. Plywood shall be 5/8”, Class I, exterior grade as outlined in APA “Guide to Plywood Grades”. Omit mill oiling treatment.

PART 3 - EXECUTION

3.01 Poured-In-Place Concrete Forms
A. Concrete for hardscape or flatwork shall be placed on subgrade compacted to 95% relative compaction. Prior to placement of concrete, a soils compaction test must be performed by an accepted soils testing professional on a NC-57 Dog Park Improvements Project
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representative number of locations along the flatwork area. The City or project owner shall provide the initial test. The results of these tests must be available and meet acceptable levels prior to pouring. Re-tests and re-work of any area, as directed by the soils professional, shall be the responsibility of the Contractor.

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

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

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

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

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

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

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

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

Thoroughly mix fiber material to avoid “clumping”.

3.03 Control Joints for Concrete Sidewalks
A. Control joints shall be per detail PK-32 with deep, straight and finished with rounded edges. Control joints shall be placed (on-center) a distance equal to the width of the concrete walkway, unless otherwise shown on the Plans. For example a ten-foot wide walkway shall have control joint placed ten feet on center.

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

B. Concrete shall be transit mixed according to ASTM C-94. Limit the quantity of water to the required strength. Concrete shall be of a consistency that it flows slowly into the forms.

C. Mixing of concrete shall be continuous commencing from the time water is added to the mix until such time that the concrete is poured. All concrete shall be placed within an hour of the time when water is first added.

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

E. Thoroughly compact the concrete manually spading and tamping concrete into all corners of the forms and by utilizing a high-speed mechanical vibrator.

Retain a standby vibrator on-site during the course of concrete work. When utilizing the vibrator, take precautions to avoid impact on the forms.

F. After obtaining uniform compaction, screen tamper all flatwork surfaces, screed and bull float to ensure that large aggregates are pushed below the surface.

When it is practical to work on the surface, wood float, steel trowel paving to a uniform surface.

G. Concrete elements shall not exceed the following tolerances:

1. Linear: 1/8”

2. Slab deviation: 1/8” in 10‟

3.05 Finishes
A. Finishes shall be as shown on the Plans and shall be consistent in quality throughout the project. Medium broom finished concrete shall have clean, deep control joints spaced appropriately. No visible cracks or discoloration will be accepted. Finishes on vertical surfaces shall be consistent throughout. Vertical expansion joints are spaced as identified on the plans and are smooth with the finish surfaces. All edges for flatwork and vertical surfaces shall be eased at a consistent radius.

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

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

3.06 Removal of Forms
A. Forms shall remain in place as follows:

1. For mass concrete work: 5 days.

2. For other flatwork and other concrete work: 3 days.

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

3.07 Curing and Protection
A. Allow adequate time for the concrete to cure. In temperatures above 75 degrees F., ensure that the concrete surface remains wet for a period of seven (7) days minimum.

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B. Protect all concrete from damage during the curing period. This shall include damage from sun, rain, flowing water, frost, mechanical injury, tire tracks, footprints, oil stains, etc. Should such damage occur, Contractor shall take immediate action to repair damage to the satisfaction of the City.

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

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

END OF SECTION

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SECTION 12 93 00

SITE FURNISHINGS
PART 1 - GENERAL

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

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

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

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

B. The product manufacturer shall supply complete Specifications for the installation of all site furnishings.

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

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

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

PART 2 - PRODUCTS

2.01 Materials
A. Benches shall be as shown on the Plans and as specified herein. The benches shall be as distributed and manufactured by Ultra-Site, or accepted equal. Color as selected by the City.

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

C. Dog Wash Pedetal shall be MDF #525 SM (with hose hook) and stainless steel surface carrier as distributed by Husbands and Associates (800) 821-9838 and as manufactured by Most Dependable Fountains or accepted equal. Color to be stainless powder coated black or as approved. Include recessed hose bib with locking cover. Install with a sand strainer when sand amenities are included in the park design.

D. Dog Park Rules Sign shall be full color printed vinyl graphic mounted to 24” x 36” DiBond exterior board per City accepted shop drawing submittal.

E. Trash Receptacle shall be 32 gallon receptacle with liner, dome top (model # TG3D33S) as fabricated by Wabash Valley, (260) 352-2102, or accepted equal.

F. Doggie Waste Station:

PART 3 - EXECUTION

3.01 Installation
A. Contractor to provide experienced workers or subcontractors to install all site furnishings, including the site furnishings described in these Specifications.

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

Description Height Above Finish Grade
Bench Surface Height 16” Minimum, 18” Maximum
C. All footings shall be Class A concrete with 3/4” maximum size aggregate, unless otherwise noted. Footings shall be in accordance with Caltrans Standard Specifications, Section 90. Install all footings below finish surface. In NC-57 Dog Park Improvements Project
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Section 12 93 00: Site Furnishing

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paved areas, install paved surface over footing for a clean finished surface as shown on the Plans.

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

E. Install park signage. Installation location shall be verified in the field with the Project Manager.

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

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

PART 4 - WARRANTY

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

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

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

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

END OF SECTION

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SECTION 31 10 00

CLEARING AND GRUBBING
PART 1 - GENERAL

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

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

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

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

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

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

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

C. Protection of existing site improvements shown to remain, including, but not limited to, fencing, signs, benches, picnic tables, play structures, shade structures, drinking fountains, concrete paving, concrete wall and curbs, Project
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decomposed granite paving, asphalt concrete paving, recreational site improvements, etc. are to be protected and preserved.

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

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

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

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

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

PART 2 - PRODUCTS
Intentionally left blank.

PART 3 - EXECUTION

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

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

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

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

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

3.04 Utilities
A. Contact USA Alert (800) 642-2444 prior to commencement of any demolition or excavation work. Provide a minimum of 48 hours’ notice. Verify all utilities entering into and their locations within the project site.

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

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

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

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

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

END OF SECTION

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Section 31 20 00: Earthwork

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SECTION 31 20 00

EARTHWORK
PART 1 - GENERAL

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

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

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

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

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

B. This project is a balanced cut and fill project.

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

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

1.04 Quality Assurance
A. All work shall conform to local codes and regulations, including standards set forth in the Standard Specifications of the State of California, Business and Project
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Transportation Agency, Department of Transportation (Caltrans), Chapter 70 of the Uniform Building Code and ASTM.

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

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

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

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

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

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

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

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

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

1. Broadcast seed

2. Drainage area protection

3. Dust/mud control

4. Drain inlet filters

5. Silt fence and straw wattles

6. Slope protection

7. Straw bales

8. Silt controlling devices
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PART 2 - PRODUCTS

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

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

Material gradation shall conform to the following:

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

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

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

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

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

1. Plasticity: ASTM D4318-84

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

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

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

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

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

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

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

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

PART 3 - EXECUTION

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

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

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

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

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

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

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

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

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

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

D. Rough grading shall:

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

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

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

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

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

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

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

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

4. Take all necessary corrective action.

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

C. Fill shall be placed in the following manner:

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

END OF SECTION

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Section 32 15 40: Decomposed Granite Paving

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Section 32 31 13: Chain Link Fencing

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SECTION 32 31 13

CHAIN LINK FENCING
PART 1 - GENERAL

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

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

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

1.03 References
A. Caltrans Standard Specifications, latest edition.

PART 2 - PRODUCTS

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

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

C. Ties/Fasteners shall be 9-gauge aluminum or black powder coated wire.

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

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

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

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

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

2.03 Gates
A. Fabric and finish to match fence.

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

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

PART 3 - EXECUTION

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

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

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

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

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

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

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

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

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

C. Clamp mid and bottom rails at each post.

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

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

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

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

END OF SECTION

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Section 32 32 19: Modular Concrete Retaining Walls

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NC-57 Dog Park Improvements Project
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Section 32 84 00: Irrigation System

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SECTION 32 84 00

IRRIGATION SYSTEM
PART 1 - GENERAL

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

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

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

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

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

1.03 Related Work
A. Section 32 90 00: Planting

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

1. City of Roseville Park Construction Standards,

2. City of Roseville Design and Construction Standards,

3. City of Roseville Electric Department Standard Specifications,

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

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

1.05 Submittals
A. Submittals for specified items are not required for Parks or Streetscape projects, unless specifically listed below. However, submittals are required for any proposed substitutions or deviations from the parks Plans or Specifications. For Streetscapes, no substitutions will be accepted. The Contractor shall submit a materials summary sheet indicating which items will be installed as specified and which items are proposed for substitutions. The Contractor shall submit Project
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proof of order within ten (10) working days of the Notice to Proceed, indicating all specified materials have been ordered, noting “as specified” or “substitution proposed”. Submittals are required on the following items:

1. Controller, Flow Sensor(s), and Master Valve(s).

2. Filter (Recycled water)

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

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

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

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

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

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

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

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

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

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

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PART 2 - PRODUCTS

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

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

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

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

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

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

2.05 Flow Sensor and Master Valve
A. Calsense Controllers:

1. Flow sensor shall be a Calsense Flow Meter (FM-B) featuring a proprietary, non-magnetic sensing mechanism and a six-bladed design. Flow sensor shall be accurate to +/- 1% of full scale. Flow sensor body shall be constructed of bronze. Applications with high and low flows requiring a bypass manifold flow meter shall instead utilize Flomec QS200 Ultrasonic Flow Sensor.

2. Master valve(s) shall be Superior, 3300 series, normally open, electric globe valve, constructed of brass with dirty water protection and No Minimum Flow feature. For recycled water systems, include -RW Recycled Water designation with purple handle for identification.

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

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

2.06 Pipe
A. PVC Pressurized Mainline

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

Material ASTM
Pipe D1784, D2241
Rubber Gasket F477

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

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

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

2.07 Fittings and Nipples
A. Fittings for Mainline Pipe:

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

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

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

B. Fittings for Solvent Weld Pipe:

1. Schedule 40 for 2 ½” pipes or smaller and Schedule 80 for 3” pipe and larger polyvinyl chloride (PVC), standard weight, conforming to ASTM D2466-73.

Use Schedule 80 for all recycled water systems.

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

3. Teflon tape for all threaded PVC fittings.

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

D. Fittings for Recycled Pipe:

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

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

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

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

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

2. encapsulated solenoid type actuation,

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

4. sixty (60) cycle,

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

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

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

8. a ball valve on the inlet.

9. Schedule 80 PVC threaded fittings from saddle tap to POC to valve.

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

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

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

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

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

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

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

3. Swing joint assembly

4. Locking grate top on semi-rigid mesh tube

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

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

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

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

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

2.12 Drip Irrigation
A. Sub-surface dripline.

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

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

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

8.5' column of water.

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

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

C. Line flushing valve

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

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

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

D. Pressure Regulating Filters shall be Rainbird PRB Pressure Regulating Basket Filter, or approved equal, and shall include: Basket style body and jar-top cap constructed of heavy-duty glass-filled, UV-resistant polypropylene, with 150 PSI (10,3 bar) operating pressure rating. Standard 200 mesh (75 micron) filter screen constructed of stainless steel attached to propylene frame. Normallyopen in-line pressure regulating device, constructed of durable, UV resistant non-corrosive material able to accommodate an inlet pressure rating of not less NC-57 Dog Park Improvements Project
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than 150 PSI (10,3 bar), with preset outlet pressure of approximately 40 PSI (2,8 bar).

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

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

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

1. located where shown on the Plans,

2. flanged with Class 125 cast iron body,

3. bronze trimmed with a non-rising stem,

4. square operating nut,

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

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

B. For pipe three inches (3”) or smaller and on pipes which feed directly into a remote control valve, ball valves shall be installed and shall:

1. allow for manual operations,

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

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

4. operate up to 22 gallons per minute,

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

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

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

2.15 Automatic Irrigation Controller
A. Automatic controllers shall be Hunter battery operated Node-BT-100 controller.

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

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

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

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

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

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

E. Wiring colors shall be:

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

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

B. Maximum one (1) line per sleeve.

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

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

PART 3 - EXECUTION

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

B. All flow meters shall be installed in ground.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

C. Install one (1) valve per box.

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

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

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

3.13 Automatic Controller
A. Provide all necessary wiring for a complete installation between the controller and the valves.

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

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

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

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

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

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

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

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

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

C. Where potable water lines are placed in a separate trench, install a tracer wire on top of the potable water line.

D. Tracer wire shall be tested during review and pressure test of the mainline.

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

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

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

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

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

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

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

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

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

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

C. On Park projects containing turf, a comprehensive survey of the Distribution Uniformity (Low Quarter) of each irrigation zone containing turf shall be performed by a third-party, certified irrigation auditor prior to planting of turf.

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

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

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

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

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

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

3. Scheduling parameters used to set the irrigation controller.

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

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

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

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

PART 4 - GUARANTEE

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

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

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

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

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

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

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

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

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

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

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

END OF SECTION
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SECTION 32 90 00

PLANTING
PART 1 - GENERAL

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

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

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

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

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

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

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

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

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

1. Bark mulch material,

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

PART 2 - PRODUCTS

2.01 Plants
A. The material to be planted shall conform to that indicated on the plans, unless otherwise accepted. The quantity shown on the Plans is approximate and is furnished for convenience only. Verify all quantities prior to ordering plant material.

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

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

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

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

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

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

C. Tree ties should be cut in length out of flat woven polypropylene material, 3/4 inch wide, and 900 lb. break strength. Color to be Green. Product to be ArborTie manufactured by Deep Root Partners, L.P. or approved equal.

D. Tree guying to be flat woven polypropylene material, 3/4 inch wide, and 900 lb. break strength. Color to be Green. Product to be ArborTie manufactured by Deep Root Partners, L.P. or approved equal.

2.05 Native Broadcast Seed
A. Where required, broadcast seed shall be applied as follows:

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

2. Channel / Wetland Edges (bottom to 3’ above high water level) Elymus trachycaulus (Slender Wheetgrass) 12.0 lbs/acre
Hordeum brachyantherum (Meadow Barley) 10.0 lbs/acre
Leymus triticoides 'Yolo' (Creeping Wildrye) 8.0 lbs/acre Agrostis exarata (Bentgrass) 3.0 lbs/acre
Elymus glaucus (Blue Wildrye) 5.0 lbs/acre
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3. Wildflowers (addition to seed mix(es) above, if specified) Clarkia amoena (Farewell to Spring) 0.5 lbs/acre
Eschscholzia caljfornica (California Poppy) 2.0 lbs/acre Lupinus nanus {Sky Lupine) 3.5 lbs/acre
Nemophila menziesii (Baby Blue Eyes) 1.5 lbs/acre
Lasthenia californica (Common Goldfields) 1.5 lbs/acre
B. Areas with sandy, dry soil shall receive: Zorro Annual Fescue 6 lbs/acre, Rose Clover 9 lbs/acre
C. A fertilizer consisting of 15-15-15 shall be applied at a rate of one half pound per 1,000 square feet. Fertilizer shall be Natural-based, slow release, and balanced in N, P, & K.

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

PART 3 - EXECUTION

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

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

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

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

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

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

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

3.04 Plant Installation
A. Tree Planting

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

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

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

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

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

6. Plants shall be removed from their containers only at the time of placement within the plant pit. Perform root pruning on all four sides of the root ball by shaving and cutting away the root ball periphery to reduce the amount of circling roots. Starting from the top and then cutting/slicing down to the bottom of the root ball. On a 15 gal container at least 1-1.5 inches of the root ball periphery needs to be removed by slicing or shaving. On a 24” and 36”box tree at least 2 inches of the root ball periphery needs to be removed by slicing or shaving. A sharp hand pruning saw needs to be used for the slicing or shaving of the root ball. Refer to the CALFIRE "Root Management" cue card contained in Section 5 of these Standards. This process will remove many girdling and circling roots deflected by the container wall and allows for root penetration within the planting basin. Spread all roots to the side to allow proper root development. Add native backfill and amendments NC-57 Dog Park Improvements Project
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as shown in the Parks Construction Standards and as recommended by the soils testing laboratory.

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

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

9. Construct berm and place tree stakes and install mulch per the Parks Construction Standards. Mulch is required for trees within the turf area.

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

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

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

3.05 Seeding- Turf and Native
(Hydroseeding for turf or natural areas)
A. Lightly scarify areas to be hydroseeded.

B. Tank, hose and associated apparatus must be thoroughly clean and free of debris or other material prior to placement/spraying of seed.

C. Hydroseed turf mix shall contain the following:

Material Application Rate
Turf Seed Per Manufacturer’s Recommendations
Wood Cellulose Fiber Mulch 60 lbs. per 1,000 SF
Binder Per Manufacturer’s Recommendation
Fungicide turf only 1/3 lb. per 1,000 SF
Fertilizer Per soils lab recommendation and as
approved by Parks, Recreation & Libraries
Department
Soil Conditioner Per Soil Conditioner soils lab
recommendation and as approved by
Parks, Recreation & Libraries Department
D. Blend mix in a hydraulic mixer until all material is consistently blended.

E. Apply mix at a rate of 125 pounds per 1,000 square feet unless otherwise recommended by the manufacturer.

F. Spray mixture consistently over the area to be hydroseeded. Protect adjacent areas such as paving, walls, play areas and other from overspray.

G. At the end of each day of spraying operations, clean up all areas where overspray has occurred.

H. Once seed is placed, it should not be allowed to dry out.

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3.06 Mulch
A. Prior to placing mulch, apply post-emergent herbicide to any weeds present, per label directions.

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

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

D. Keep mulch a minimum of three inches (3”) away from the trunks of all woody shrubs and four inches (4”) away from all trees. Taper mulch profile away from this point to prevent subsequent collection of mulch against trunks.

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

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

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

B. Sweep clean and wash all hardscape areas.

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

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

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

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

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

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

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

3. For trees and shrubs:

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

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

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

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

2. Edge all turf areas along hardscape edges.

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

4. Immediately replace all dead plants.

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

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

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

1. All plant replacements shall be completed.

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

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

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

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

1. All spray heads have been properly adjusted,

2. Dead plants have been replaced,

3. Planting areas have been weeded,

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

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

6. Turf roots meet standards outlined in 3.10
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C. Failure to complete any one or all of the above items may constitute nonperformance of the final review and will require re-scheduling. In this case, the cost of the extended establishment period shall be at no additional cost to the City.

PART 4 - GUARANTEE

4.01 General
A. Contractor shall provide a written guarantee covering all plant materials (trees) furnished by him to be free of all defects or disease and that all plants are in a healthy and thriving condition at the completion of the contract. Deciduous plant material shall be warranted beyond the time of contract completion until such time as growth becomes evident.

B. All plants, except those provided by the City, shall be warrantied for a period of one (1) year, commencing on the date of final acceptance. The warranty shall be as outlined in Section 011000: Summary of Work, paragraph 1.19.

END OF SECTION
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SECTION 33 00 00

UTILITIES
PART 1 - GENERAL

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

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

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

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

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

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

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

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

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

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

E. Trenches, excavations and repair of pavement shall be consistent with Section 31 20 00: Earthwork.

1.05 Coordination
A. The piping system as shown on the Plans is diagrammatic. The Contractor shall make reasonable adjustments to the layout to avoid conflicts, based on actual field conditions. Said changes shall not interfere with the design intent of the system.

1.06 Tolerance
A. The allowable tolerance for the installation of pipe is 0.05 feet within grades or spot elevations indicated on the Plans.

1.07 Product Storage
A. Take every precaution to protect the materials and pipes from damage during the delivery, storage and installation of the pipe system. Store in a cool, contained area, protected from direct sunlight and per manufacturer’s recommendations. Pipe shall be supported on firm level ground at the site.

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

PART 2 - PRODUCTS

2.01 General
A. All products shall conform to City of Roseville Design and Construction Standards, latest edition, except as noted below.

2.02 Drain Pipe
A. Solid drainpipe shall be PVC SDR 35 and shall conform to ASTM D1784, or accepted equal. Gasketed connections shall conform to ASTM F477.

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B. Perforated drainpipe shall be smooth walled PVC, open per Caltrans Section 68-1.02K, or accepted equal.

2.03 Drain Rock
A. Drain rock shall be Class 2 washed, ¾” diameter.

2.04 Filter Fabric
A. Filter fabric shall be MiraDRAIN 5000, or accepted equal.

2.05 Drains
A. Drain Inlets shall be pre-cast and a minimum size of nine inches (9”) square or round by Zurn, or accepted equal.

1. Grate shall be heavy duty, walk-on, and bolt down.

2. A “No Dumping” Metal Storm Drain Marker shall be affixed to the concrete color of each drain inlet (See Detail DR-20)
B. Sanitary sewer clean outs shall be as specified in the City of Roseville, Design and Construction Standards, latest edition.

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

2.07 Sanitary Sewer Pipe
A. PVC SDR 35 may be used for drinking fountain drain applications only, with prior approval, and shall conform to ASTM D3034.

2.08 Potable Water Warning Tape
A. On sites with both Recycled water and potable water lines. Blue plastic tape, 3 inches wide, with the words “CAUTION: POTABLE WATERLINE” imprinted in minimum 1-inch high, black letters. Imprinting shall be continuous and permanent.

PART 3 - EXECUTION

3.01 General
A. All pipes shall slope uniformly from given elevations shown on the Plans.

B. All pipes shall be accurately laid true to line and grade, utilizing accepted construction methods.

C. Damaged or cracked pipe and fittings shall not be installed and shall be removed from site.

D. Install all pipe in locations shown on the Plans, except where existing conditions necessitate minor changes.

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E. All pipe and fittings shall be kept clean and closed throughout the course of construction.

3.02 Installation
A. Installation of the specified pipe lines shall conform to the City of Roseville Design and Construction Standards, latest edition.

B. Notify the Inspector a minimum of 48 hours prior to covering of work to ensure timely inspections.

C. Cutting of AC or concrete paving shall be clean, vertical and straight, using a saw, or other tool specific to this application. Replace paving to existing or better condition prior to work.

D. Trench and backfill shall be per City of Roseville Design and Construction Standards, latest edition.

E. Catch basins and drain inlets shall be installed with a concrete collar with “No Dumping” message and fish symbol depressed into the concrete or bolted in place, consistent with Drawing DR-20 the City of Roseville Design and Construction Standards, latest edition.

F. Sanitary Sewer Clean-outs shall be installed with 3M ball markers and shall be located within planted or turf areas, whenever possible. Place clean-outs at 100’ intervals throughout the project. Clean-outs shall not be located within play areas. Install per City of Roseville Design and Construction Standards, latest edition.

G. Upon completion, thoroughly flush storm drain system in the presence of the Parks Inspector.

3.03 Tracer Wire
A. Install tracer wire on top of the potable water lines B. Tracer wire shall be continuous with no splices.

3.04 Potable Water Warning Tape
A. To be used on all potable water piping installed within the same project limits as on-site recycled water piping.

B. Install plastic warning tape in pipe backfill, six inches above pipe, for the entire length of the pipe.

3.05 Cleaning
A. Keep site clean at all times. Remove from the site all debris and rubbish and legally dispose.

END OF SECTION
NC-57 Dog Park Improvements Project
Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community 5/11/2022, 1:28:23 PM
0 0.03 0.06 0.12 mi
0 0.05 0.1 0.19 km
1:4,514
Copyright: City of Roseville
Disclaimer: This map was prepared for general inquires only. The City is not liable for errors or omissions. Off icial informat ion should be obt ained f rom recorded or adopted City documents

COUNCIL COMMUNICATION
CC #: 2107
File #: 0203-01
Title: Vehicle Purchase – Sole Source Purchase Order
Contact: Brian Craighead 916-774-5731 [email protected] Meeting Date: 6/1/2022
Item #: 7.2.

RECOMMENDATION TO COUNCIL
Staff recommends City Council adopt a resolution to approve a sole source purchase order to Lenco Industries, Inc. for one Lenco BearCat G2 tactical response vehicle as a new fleet addition approved in the FY2021-22 Fleet Replacement budget. Staff also requests City Council authorize the City Manager or his designee to approve change order requests in an amount not to exceed 2% of the contract price or the remaining portion of the approved budget.

BACKGROUND
The Police Department is purchasing one Lenco BearCat G2 tactical response vehicle as a new fleet addition. A sole source is needed to purchase the Lenco BearCat G2 since Lenco is the exclusive factory-authorized manufacturer and distributor of Lenco BearCat bodies, parts, and services. Lenco BearCat Armored Tactical Vehicles are the most widely trusted Armored SWAT vehicles in North America. Lenco vehicles are in use by over 700 U.S. federal, state, and local agency tactical teams to respond to active shooter scenarios, barricaded suspects, response and rescue, and high-risk warrants. The base chassis across the BearCat provides a commonality of parts and a low cost of ownership. The single platform also ensures teams operating regionally train on armor capabilities and critical vehicle features. The BearCat is the standard in the industry for Law Enforcement Armored Response and Rescue vehicles, including our Police and Government. The BearCat is outfitted with 4-wheel drive, skid plates, and a winch system to allow off-road rescue operations in open spaces, floods, and other regional emergencies.

Placer County Sheriff purchased the current Lenco BearCat in 2005 as a combined purchase with Roseville PD, Lincoln PD, Rocklin PD, and the Placer County OES. The 2005 Lenco BearCat needs to be replaced as the vehicle is extremely hard to start in cold weather, has very poor air conditioning in the rear compartment, and shows a lot of wear from being in service in the region for the last 17 years. The new BearCat is a 4 door model that allows for more seating, betterarmored protection, and an improved drivetrain. In addition, we will store the BearCat at Roseville Police Department so it can be quickly deployed in the field for emergencies. The old BearCat is a regional asset that takes longer to deploy in the field.

During the production of a tactical vehicle, it is common to encounter unanticipated or changed conditions which necessitate additions or other modifications to the project and the contract. Due to the complexity of the build, the Fleet Manager requests authorization for the City Manager or his designee to approve change order requests in an amount not to exceed 2% of the contract price or the remaining portion of the approved budget.

FISCAL IMPACT
The vehicle cost for one Lenco BearCat G2 tactical response vehicle, including options is $344,348. Lenco does not collect California sales tax so the City will pay $25,563 directly to the California Department of Tax and Fee Administration (CDTFA), for a total purchase price of $369,911. Funding is included in the FY2021-22 Fleet Replacement 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 purchase of a vehicle meets the above criteria and is not subject to CEQA. No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal C - Maintain a safe and healthy community
Goal E - Deliver exceptional city services
Respectfully Submitted,
Brian Craighead, Fleet Manager
Jason Shykowski, Public Works Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Resolution 22-187

RESOLUTION NO. 22-187
APPROVING A SOLE SOURCE PURCHASE ORDER FOR A LENCO BEARCAT G2

TACTICAL RESPONSE VEHICLE
WHEREAS, a sole source purchase order with Lenco Industries, Inc., for a Lenco Bearcat G2 Tactical Response Vehicle, has been reviewed by the City Council; and NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said purchase order is hereby approved; and
BE IT FURTHER RESOLVED that the City Manager or his designee is authorized to approve change orders for the project, consistent with the contract terms, provided that the net cost of all change orders shall not exceed two percent (2%) of the contract price.

PASSED AND ADOPTED by the Council of the City ofRoseville this day of , 2022, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR
ATTEST:

City Clerk

COUNCIL COMMUNICATION
CC #: 2106
File #: 0800-02
Title: Warehouse Construction – Contract Purchase Agreement Contact: Blaine Wiegel 916-746-1833 [email protected] Meeting Date: 6/1/2022
Item #: 7.3.

RECOMMENDATION TO COUNCIL
Staff recommends City Council adopt a resolution authorizing the City Manager to execute a contract purchase agreement with Carter-Kelly Inc. to provide construction, engineering, and project management services for the construction of an 1,800 square foot parts warehouse for the Wastewater Collections Division located at 1800 Booth Road.

Staff additionally requests authorization for the City Manager or his designee to approve change orders for the project, consistent with the contract terms, provided that the net cost of all change orders shall not exceed ten percent (10%) of the contract price.

BACKGROUND
The Environmental Utilities Department released the Warehouse Collections Construction Project Request for Proposal (RFP) 08-094 to solicit proposals intended for the construction of a parts warehouse on behalf of the Wastewater Collections Division (1800 Booth Road). Wastewater Collections is in need of a parts warehouse to store construction material, tools, and spare parts related to the collection of wastewater. Currently, construction materials and equipment are stored between bays and along the interior walls of the Wastewater Collections garage. This inadequate storage does not allow room for proper inventory, or the ability to keep products out of direct sunlight, which causes couple seals to degrade and lined pipe to delaminate. Qualified proposals were evaluated on qualifications/experience, understanding of the project, and the overall proposal. Carter-Kelly Inc. was ranked first in all categories.

FISCAL IMPACT
The estimated cost of service is $301,460 with a 10% contingency ($30,146) for increasing costs of construction materials. Funding will be provided from the Environmental Utilities Department’s approved Wastewater Collections Warehouse Project (500220) 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. Approval of this contract meets the above criteria and is not subject to CEQA. No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal E - Deliver exceptional city services
Goal F - Invest in well-planned infrastructure and growth Respectfully Submitted,
Blaine Wiegel, Preventative Maintenance Coordinator
Richard Plecker, Environmental Utilities Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Resolution 22-190
Contract PurchaseAgreement
RESOLUTION NO. 22-190

APPROVING A CONTRACT PURCHASE AGREEMENT, BY AND BETWEEN THE CITY

OF ROSEVILLE AND CARTER-KELLY INCORPORATED, AND AUTHORIZING THE

CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE WHEREAS, contract purchase agreement (3002216), to provide construction, engineering, and project management services for the construction of a parts warehouse, by and between the City of Carter-Kelly Incorporated, has been reviewed by the City Council.

NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said contract purchase 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 for the project, consistent with the contract terms, provided that the net cost of all change orders shall not exceed ten percent (10%) of the contract price.

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

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR
ATTEST:

City Clerk

COUNCIL COMMUNICATION
CC #: 2093
File #: 0900-04
Title:

Cirby Creek Bank Stabilization Project - Approval of Plans and Specifications and Authorization to Call for Bids
Contact: Joe Arino 916-774-5460 [email protected]
Meeting Date: 6/1/2022
Item #: 7.4.

RECOMMENDATION TO COUNCIL
Staff recommends the City Council approve the plans and specifications for the Cirby Creek Bank Stabilization Project and authorize staff to call for bids.

BACKGROUND
In the Spring of 2019, City staff was notified of an eroding creek bank adjacent to 608 and 610 Juanita Way assumed to be caused by the failure of a City storm drain pipe and outfall. An inspection confirmed the failure and cause. A temporary repair was completed by the City's Street Maintenance staff to mitigate further erosion and allow time for staff to design and construct a permanent repair.

Once complete, the project will repair the erosion of the adjacent properties, reconstruct the storm drain pipe and creek outfall, and stabilize the eroding creek bank within the City's open space.

Construction of the Cirby Creek Bank Stabilization Project is anticipated to begin in the summer of 2022 and be completed in the fall of 2022.

Plans and specifications for the project have been completed and are attached for review.

Public Outreach
Public Works will be working with the Public Affairs & Communications Department to share timely project information with affected properties. This may include, but is not limited to, mailers and/or door hangers. Notifications will explain the purpose of the work, timeline, what to expect, and contact information should there be questions or concerns.

FISCAL IMPACT
The Engineer's Estimate for this project is approximately $170,000. The total construction budget of $200,000 is anticipated to be appropriated on July 1, 2022 with the approval of the Fiscal Year 2022-23 Budget at the June 15, 2022 Council meeting. In the unlikely event the funding is not approved with the FY2022-23 budget, staff will return to Council with a budget adjustment to fund the project with the future award of the construction contract. The project will be funded with Highway User Tax (HUT) Funds. No General Fund resources will be used.

ENVIRONMENTAL REVIEW
Council approval of bid documents is an action that is subject to CEQA. Project level CEQA compliance for the Cirby Creek Bank Stabilization Project was accomplished with preparation of the Routine Maintenance Agreement Initial Study/Mitigated Negative Declaration (RMA IS/MND), adopted by City Council on December 7, 2016 (SCH No. 2016092050). Because the Cirby Creek Bank Stabilization Project is consistent with the project evaluated in the RMA IS/MND, no new effects would be expected to occur and all applicable mitigation measures from the RMA IS/MND will be implemented. As such, no additional CEQA action is required at this time.

Because the project is located within riparian and streambed habitat, the City obtained permits as required from federal and state regulatory resource protection agencies. Although impacts to biological resources will be minimized to the extent feasible, to compensate for temporary impacts to 0.01 acre of streambed habitat, the Central Valley Regional Water Quality Control Board 401 Water Quality Certification requires the purchase of 0.01 acre of streambed habitat credits. The calculated cost of the credits is $3,750 and an agreement for the purchase of mitigation credits will be brought to Council with the future award of the construction contract.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal F - Invest in well-planned infrastructure and growth Respectfully Submitted,
Joe Arino, Assistant Engineer
Jason Skykowski, Public Works Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Vicinity Map
Signed Improvement Plans
Cirby Creek Bank Stabilization Project Manual

CIRBY WAY

DARLING WAY RIVERSIDE AVE
MACHADO LN. HWY 80
JUANITA WAYGARCIA AVE.

CIRBY CREEK
"EXHIBIT A"

CIRBY CREEK BANK STABILIZATION PROJECT

VICINITY MAP

PROJECT

LOCATION
LEGEND

LAYOUT PLAN
2 5

CIRBY CREEK BANK STABILIZATION AND

JUANITA WAY OUTFALL REPAIR PROJECT

GABION WALL PLAN AND PROFILE
3 5

CIRBY CREEK BANK STABILIZATION AND

JUANITA WAY OUTFALL REPAIR PROJECT

TEMPORARY CREEK DIVERSION PLAN
4 5

CIRBY CREEK BANK STABILIZATION AND

JUANITA WAY OUTFALL REPAIR PROJECT
CIRBY CREEK 5 CIRBY CREEK BANK STABILIZATION AND JUANITA WAY OUTFALL REPAIR PROJECT TEMPORARY CONSTRUCTION ACCESS PATH 5 Streets & Bridges
Project Manual
Name of project:

Cirby Creek Bank Stabilization and Outfall Repair Project Department:

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

NOTICE TO CONTRACTORS
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CITY OF ROSEVILLE

DEPARTMENT OF PUBLIC WORKS
Name of Project: CIRBY CREEK BANK STABILIZATION AND OUTFALL REPAIR

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 TBD 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 TBD at the Office of the City Clerk located at 311 Vernon Street, Roseville California for the following project: Cirby Creek Bank Stabilization and Outfall.

A pre-bid meeting will be held at N/A.

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

Bids shall be submitted on the City’s Proposal Forms included in the Project Manual, plainly endorsed with the Bidder’s name together with signed acknowledgement of any and all addenda. Proposal Forms shall be securely sealed in a suitable envelope marked with the name and address of the Bidder, and marked in capital letters on the front and back of the envelope as follows:

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Cirby Creek Bank Stabilization and Outfall 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 nor may any bid be withdrawn after the time fixed in the public notice for deadline for NTC - 3
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submission of bids. Immediately following the deadline for submission of bids all bids shall become the property of the City of Roseville and the City is under no obligation to return bids.

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

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

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

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

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 NTC - 4
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California. The Contractor is hereby made aware that information regarding prevailing wage rates may be obtained from the State Department of Industrial Relations and/or the following website address: http://www.dir.ca.gov/dlsr/DPreWageDetermination.htm. The Contractor is required to post a copy of the applicable wage rates at the job site. Attention is directed to Section 7 “Legal Relations and Responsibility” of the Standard Construction Specifications.

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

All questions prior to the deadline for bid submissions shall be directed to the attention of Joe Arino, Assistant Engineer via Public Purchase. The deadline for submissions of questions and clarifications regarding the Contract Documents is TDB for bid submissions. Only Addenda issued by the City are binding.

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___________________________________
City Clerk, City of Roseville

Dated: _____________________________
Published: ________________________

INSTRUCTIONS TO BIDDERS
INT - 1
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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
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] 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
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] 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
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] 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.

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[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] 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
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] 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.

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[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] 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
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] 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.

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[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] 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
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] 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
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] 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
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] 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
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] 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
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] 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
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] 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
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] SECTION 5: BID PROTEST PROCEDURES
5-1.01 POLICY/PROCEDURES. It is the policy of the City to consider fully and adjudicate promptly protests filed by prospective Bidders relating to the City’s bidding procedure or award of the Contract. Protests shall be filed and processed in accordance with Section 4.12.150 of the Roseville Municipal Code. A Bidder’s failure to follow the bid protest procedures may result in rejection of the protest by the City.

PROPOSAL
PROP - 1
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] 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
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] 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
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] 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
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] 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
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] 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
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019]

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
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019]

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
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] 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
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] 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.

CONTRACTOR:

ITEM
NO.
* ITEM UNIT ESTIMATED

QUANTITY

ITEM PRICE SUBTOTAL
1 CONSTRUCTION AREA SIGNS LS 1 $ $
2 JOB SITE MANAGEMENT LS 1 $ $
3 PREPARE WPCP LS 1 $ $
4 WATER POLLUTION CONTROL LS 1 $ $
5 TEMPORARY SHORING LS 1 $ $
6 TEMPORARY STREAM DIVERSION LS 1 $ $
7 TEMPORARY CONSTRUCTION
ENTRANCE LS 1 $ $
8 TEMPORARY HIGH-VISIBILITY FENCE LS 1 $ $
9 TEMPORARY FIBER ROLL LS 1 $ $
10 HYDROSEEDING LS 1 $ $
11 CLEARING AND GRUBBING LS 1 $ $
12 REMOVE TREE EA 2 $ $
13 REMOVE EXISTING FENCE LF 30 $ $
14 EXCAVATION CY 100 $ $
15 IMPORTED BORROW CY 30 $ $

SCHEDULE OF BASE BID ITEMS
[E:\agreement\form agreements\project manual streets.doc-12-10-2015] PROP 10
(1of 2) [Streets Bridges]
16 RSP (150-LB, CLASS 3) CY 20 $ $
17 RSP FABRIC (CLASS 8) SQYD 22 $ $
18 3/4" CRUSHED ROCK CY 12 $ $
19 15" RCP LF 5 $ $
20 15" PRECAST CONC FLARED-ENDSECTION (FES) EA 1 $ $
21 GABION WALL CY 70 $ $
22 SLATTED CHAIN-LINK FENCE LF 40 $ $
TOTAL (BID ITEMS #1 TO #22) $
[E:\agreement\form agreements\project manual streets.doc-12-10-2015] PROP 10
(2of 2) [Streets Bridges]
PROP - 11
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019]

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
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019]

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
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019]

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
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019]

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

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

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

Print Name Signature

Name of Business/Company/Corporation Date

Address Phone
PROP - 15
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019]

END OF PROPOSAL

AGREEMENT
[L:\agreement\form agreements\Project Manuals\project manual agreement.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.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.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.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.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 STRUCUTRAL DEFECTS MUST BE FILED WITHIN TEN (10) YEARS OF THE DATE OF THE ALLEGED VIOLATION. ANY QUESTIONS CONCERNING A CONTRACTOR MAY BE REFERRED TO THE REGISTRAR, CONTRACTORS’ STATE LICENSE BOARD, P.O.

BOX 26000, SACRAMENTO, CALIFORNIA 95826.

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

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

INSURANCE BROKER INFORMATION PACKET
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019]

INSURANCE BROKER INFORMATION PACKET
Project:_______________________________________
NOTICE TO CONTRACTOR:

For your convenience, this package contains the Requirements for Insurance and Bonds for this project, including the necessary City forms. You are required to return these forms in addition to the executed Contract within fifteen (15) calendar days after the award of the Bid, unless otherwise directed by City in writing. (See the Instructions to Bidders.) Please insert the dollar amount of your accepted Bid into the blank on page INS-1 and present this entire package to your insurance broker if you are awarded the Bid. [E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019]

TABLE OF CONTENTS
Page
Notice to Insurance Broker INS 1
Insurance Requirements INS 2
Public Works Faithful Performance Bond INS 7
Public Works Payment Bond INS 9
INS - 1
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019]

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

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

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

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

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

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

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

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

Thank you.

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

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

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

C. Insurance Required.

1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations with limits of no less than Two Million Dollars ($2,000,000) per occurrence for bodily injury, personal injury and property damage for projects under One Million Dollars ($1,000,000) and INS - 3
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] limits of no less than Five Million Dollars ($5,000,000) per occurrence for bodily injury, personal injury and property damage for projects over One Million Dollars ($1,000,000). If a general aggregate limit applies, either the aggregate limit shall apply separately to this project or the general aggregate limit shall be twice the required occurrence limit.

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

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

INS - 4
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] d. Such insurance shall specifically cover the contractual liability of the Contractor.
e. Any available insurance proceeds in excess of the specified minimum insurance coverage requirements and limits shall be available to the additional insureds. Furthermore, the requirements for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; or (2) the full coverage and maximum limits of any insurance proceeds available to the named insureds, whichever is greater. f. Waiver of subrogation endorsement.
g. The Contractor shall furnish a certificate for the period covered.

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

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

4. Professional Liability: Professional Liability (Errors and Omission) Insurance appropriate to Contractor’s profession, with a limit of liability not less than One Million Dollars ($1,000,000) per occurrence or claim and Two Million Dollars ($2,000,000) aggregate to cover all design and engineering services rendered by Contractor pursuant to the INS - 5
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] Agreement. Coverage must commence from the first day that Contractor or any of its Subcontractors provided any design or engineering services in connection with the Project.

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

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

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

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

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

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

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

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

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

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

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

INS - 7
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] Any self-insurance must be approved in writing by the City, in its sole discretion and shall not reduce the limits of liability. Any deductibles or self-insured retentions (“SIR”) must be declared on the certificate of insurance and approved by City in writing. Policies containing any SIR provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or City. City reserves the right to obtain a full certified copy of any insurance policy and endorsements. The failure to exercise this right shall not constitute a waiver of such right.

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

D. The City, its officers, agents, employees, and volunteers are to be covered as insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. Coverage shall not extend to any indemnity coverage INS - 8
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under California Insurance Code Section 11580.04.

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

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

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

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

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

INS - 9
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] J. THE CITY RESERVES THE RIGHT TO WITHHOLD ANY

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

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

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

As condition precedent to the satisfactory completion of the contract, the obligation of the PRINCIPAL and SURETY under this Bond shall remain in effect for a period of one (1) year after the completion and acceptance of the WORK. During that time, if the PRINCIPAL, its heirs, executors, administrators, successors or assigns fails to make full, complete and satisfactory repair and replacement or totally protect the CITY from any loss or damage made evident during that year which results from or is caused by either defective materials or faulty workmanship in the prosecution of the WORK, then the obligation shall remain in full force and effect. However, anything in Bond No. __________
Premium $_________
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] this paragraph to the contrary notwithstanding, the obligation of the SURETY shall continue so long as any obligation of the PRINCIPAL remains.

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

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

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

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

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

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

As part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by CITY in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. [SIGNATURES NEXT PAGE]
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] IN WITNESS WHEREOF, this instrument has been duly executed by the PRINCIPAL and SURETY above-named, on the ____ day of __________________, 20___.

PRINCIPAL: SURETY:

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

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

BY: ________
City Attorney
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PUBLIC WORKS

LABOR AND MATERIALS PAYMENT BOND
(Project: ______________________________________________)

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

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

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

Bond No. __________
Premium $_________
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] No prepayment or delay in payments, and no change, extension, addition or alteration of any provision of the AGREEMENT or in the specifications agreed to between the PRINCIPAL and the CITY, or any forbearance on the part of the CITY shall operate to relieve the SURETY. The SURETY hereby waives the provisions of Section 2819 of the California Civil Code. The SURETY waives all rights of subrogation against the CITY or any person employed by the CITY. If the contract price increases by the issuance of change orders, the amount specified in this bond shall increase by the same amount.

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

PRINCIPAL: SURETY:

BY: ________
City Attorney
SCS – 1
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CITY OF ROSEVILLE

STANDARD CONSTRUCTION SPECIFICATIONS

SCS – 2
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TABLE OF CONTENTS

Page
Adoption of State Specifications SCS 3
Section 1. General SCS 3
Section 2. Bidding SCS 5
Section 3. Contract Award and Execution SCS 9
Section 4. Scope of Work SCS 11
Section 5. Control of Work SCS 11
Section 6. Control of Materials SCS 18
Section 7. Legal Relations and Responsibility SCS 18

Section 8. Prosecution and Progress SCS 32
Section 9. Payment SCS 33
Section 14. Environmental Stewardship SCS 35

SCS – 3
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ADOPTION OF STATE SPECIFICATIONS

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

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

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

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

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

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

SCS – 4
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] DEPARTMENT. Shall mean the Department of Public Works of the City of Roseville, also referred to as the Department of Contract Administration. References made to the Department of Transportation otherwise shall mean the State of California Department of Transportation.

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

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

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

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

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

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

SCS – 5
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] c. Construction Standards - The City of Roseville Design and Construction Standards.

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

SECTION 2. BIDDING
SECTION 2 SHALL BE DELETED IN ITS ENTIRETY AND REPLACED WITH THE FOLLOWING:

2-1.01 PROPOSAL FORMS. The Department will furnish to each Bidder a standard proposal form, which, when filled out and executed shall be submitted as its bid. Bids not presented on forms so furnished will be disregarded.

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

All items shown on the schedule of bid items shall be properly filled in and shall include all costs of labor, materials, equipment, and State, Federal, or other taxes applicable to the transaction. The completed forms shall be without inter-lineations, erasures or alterations of any nature. If the proposal is made by an individual, his or her name and post office address must be shown; if made by a firm or partnership, the name and post office address of each member of the SCS – 6
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] firm or partnership must be shown; or if made by a corporation, the proposal shall show the name of the State under the laws of which the corporation was chartered and the names, titles, and business addresses of the president, secretary, and treasurer of said corporation. If the proposal is signed by an agent, a “Power of Attorney” must be filed with the proposal.

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

SCS – 7
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] b. The security shall be in an amount equal to at least ten percent (10%) of the bid amount. A bid will not be considered unless one (1) of the forms of Bidder's security is enclosed with it.
c. A Bidder's bond will not be accepted unless it conforms to a bond form approved by the City Attorney. Upon request “Bidder's Bond” forms may be obtained from the Department.
2-1.04 WITHDRAWAL OF PROPOSALS. Any bid may be withdrawn at any time prior to the time fixed in the public notice for the deadline submission of bids only by written request for the withdrawal of the bid filed with the Director. The request shall be executed by the Bidder or his or her duly authorized representative. The withdrawal of a bid does not prejudice the right of the Bidder to file a new bid. Whether or not bids are opened exactly at the time fixed in the public notice for opening bids, a bid will not be received after the deadline for submission of bids nor may any bid be withdrawn after the time fixed in the public notice for deadline for submission of bids. Immediately following the deadline for submission of bids all bids shall become the property of the City of Roseville and City is under no obligation to return the bids.
2-1.05 RELIEF OF BIDDERS. If the Bidder claims a mistake was made in his or her bid, the Bidder shall give the Department written notice within five (5) calendar days after the opening of the bids of the alleged mistake, specifying in the notice in detail how the mistake occurred. No relief from a claimed mistaken bid shall be granted unless such mistake clearly appears on the face of the bid submitted to the City. Claimed mistakes on backup worksheets, spreadsheets, computerized bidding programs, or any other similar calculative bidding mistake which is not apparent on the face of the bid shall not under any circumstance be considered as a SCS – 8
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] basis for relief. The burden of proving the occurrence of a mistake entitling a Bidder to relief from its bid rests entirely on the Bidder. Relief from bids shall be in the City’s sole discretion. 2-1.06 PREVIOUS DISQUALIFICATION, REMOVAL OR OTHER
PREVENTION OF BIDDING. A bid may be rejected on the basis of a Bidder, any officer of such Bidder, or any employee of such Bidder who has a proprietary interest in such Bidder, having been disqualified, removed, or otherwise prevented from bidding on, or completing a Federal, State, or local project because of a violation of law or a safety regulation. 2-1.07 COMPETENCY OF BIDDERS. If two (2) or more prospective Bidders desire to bid jointly as a joint venture on a single project, they must file an affidavit of joint venture with the Bid on a form approved by the City Attorney, and such affidavit of joint venture will be valid only for the specific project for which it is filed. If such affidavit of joint venture is not filed as aforesaid and approved by the City Attorney prior to the time for awarding bids on the specific project for which it is submitted, a joint bid submitted by said Bidders will be disregarded. No bid will be accepted from or a Contract awarded to any Bidder to whom a proposal form has not been issued pursuant to Section 2-1.06. 2-1.08 GUARANTY AND WARRANTY. The Contractor shall guarantee and warrant all materials supplied as being fit for the purpose intended. The Contractor shall guarantee and warrant all work performed as having been accomplished in a proper and workman-like manner. The guarantee and warranty required by this section shall continue for a period of one (1) year after Acceptance of the Work.

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

SCS – 9
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] The City is hereby authorized to make such repairs if the Contractor fails to make or undertake with due diligence the aforesaid repairs within ten (10) calendar days after being given written notice of such failure; provided, however, that in case of emergency where in the opinion of the Engineer, providing a reasonable attempt has been made to notify the Contractor, delay would cause serious loss or damages, or a serious hazard to the public, the repairs may be made or lights, signs, and barricades erected without prior notice to the Contractor, and the Contractor shall pay the entire cost thereof. At the completion of the work the faithful performance bond may be reduced at the discretion of the City Council to not less than ten percent (10%) of the Contract price to cover said guarantee.

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

SECTION 3. CONTRACT AWARD AND EXECUTION
3-1.04 CONTRACT AWARD. The right is reserved to reject any and all proposals. The award of the Contract, if it be awarded, will be to the lowest responsible Bidder whose proposal complies with all the requirements prescribed. Such award, if made, will be made within sixty (60) calendar days after the public opening of the proposals. If the lowest responsible Bidder refuses or fails to execute the Contract, the Roseville City Council may award the Contract to the second lowest responsible Bidder. Such award, if made, will be made within eighty-two (82) calendar days after the public opening of proposals. If the second lowest responsible Bidder refuses or fails to execute the Contract, the City may award the Contract to the third lowest responsible Bidder. Such award, if made, will be made within one hundred and four (104) calendar days after public opening of the proposals. The above time periods within SCS – 10
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] which the award of Contract may be made are subject to extension for such further period as may be agreed upon in writing between the City and the Bidder concerned.

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

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

No proposal shall be considered binding upon the City until the execution of the Contract by the City.
3-1.20 FAILURE TO EXECUTE CONTRACT. Section 3-1.20, “Failure to Execute Contract” is added as follows:
“Failure of the lowest responsible Bidder, the second lowest responsible Bidder, or the third lowest responsible Bidder to execute the Contract and file acceptable bonds SCS – 11
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] and insurance as provided herein within fifteen (15) calendar days, or within a different timeframe specified by City in writing, after such Bidder has received notice that the Contract has been awarded to him or her, shall be just cause for the annulment of the award and the forfeiture of the Bidder’s security to the City as Liquidated Damages. The successful Bidder may file with the Roseville City Council a written notice, signed by the Bidder or his or her authorized representative, specifying that the Bidder will refuse to execute the Contract if presented to him or her. The filing of such notice shall have the same force and effect as the failure of the Bidder to execute the Contract and furnish acceptable bonds and insurance within the time prescribed by Section 3-1.18.” SECTION 4. SCOPE OF WORK
There are no amendments to the Standard Specifications.

SECTION 5. CONTROL OF WORK
5-1.02 CONTRACT COMPONENTS. These Standard Construction Specifications, the Standard Specifications, the Standard Plans, the Improvement Plans, Construction Standards, Project Plans, project Special Provisions (and any addenda), the Agreement, Contract Change Orders, and all supplementary documents are all essential parts of the Contract between Contractor and the City. A requirement occurring in one (1) is as binding SCS – 12
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] as though occurring in all. They are intended to be complementary, and to describe and provide for a complete work.

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

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

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

1.20B(5), “City of Roseville Encroachment Permits” is added as follows:
“The Contractor need not obtain a separate encroachment permit from the City prior to construction within street rights-of-way or other City rights-of-way. Execution of the Contract by the City shall be deemed an encroachment permit for work required by SCS – 13
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] the Contract within rights-of-way. All work shall conform to the rules and regulations of encroachment permits and shall be subject to the inspection and approval of the Director.”
5-1.20B(6) CITY OF ROSEVILLE BUSINESS LICENSE. Section 5-1.20B(6), “City of Roseville Business License” is added as follows:
“The Contractor shall obtain a business license from the City prior to commencing work.”
5-1.20B(7) OTHER PERMITS. Section 5-1.20B(7), “Other Permits” is added as follows:
“The Contractor in coordination with the Director shall procure any necessary permits which the City has not specifically mentioned as obtaining.” 5-1.31 JOB SITE APPEARANCE. The Contractor shall maintain a neat appearance to the work. In any area visible to the public, the following shall apply:

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

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

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

SCS – 14
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] 5-1.38 MAINTENANCE AND PROTECTION RELIEF. Section 5-1.38 is deleted.
5-1.43 POTENTIAL CLAIMS AND DISPUTE RESOLUTION. Section 5-

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

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

If the Notice of Potential Claim does not include complete information about the claim or the parties do not execute a Contract Change Order in connection with the Notice of Potential Claim, Contractor shall submit a complete information about its claim for additional compensation and/or extension of time for performance within fifteen (15) calendar days after such work is performed. Failure to provide written notice of claim prior to undertaking such work or failure to timely submit a complete and specific information about the claim for SCS – 15
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] additional compensation and/or extension of the time for performance shall be deemed a waiver and abandonment of such claim.

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

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

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

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

Contractor shall provide a clear, concise recital of the basis, upon which the claim is asserted, including a designation of the provisions of the Contract Documents upon which the claim is based. Contractor shall also include a statement as to the amount of time and/or compensation sought pursuant to the claim; if Contractor’s claim arises from an ongoing occurrence, Contractor shall so state in its claim, including a description of the specific Work activities SCS – 16
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] affected by the claim. All costs, expenses or damages and extensions of time claimed shall be described in reasonable detail under the circumstances together with complete supporting documentation.

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

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

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

SCS – 17
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] Upon receipt of a Claim, the City shall conduct a reasonable review of the Claim and, within a period not to exceed forty-five (45) calendar days, or such further time as mutually agreed upon or necessary pursuant to Public Contract Code Section 9204, the City shall provide the Contractor a written statement identifying what portion of the Claim is disputed and what portion is undisputed. If the City does not respond to a Claim from the Contractor within the time specified herein, such Claim shall be deemed rejected in its entirety.

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

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

Within ten (10) business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the City shall provide the Contractor a written statement identifying the portion of the Claims that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the Claims shall be processed and made within sixty (60) calendar days after the public entity issues its written statement. Any disputed portion of the Claim, as identified by the Contractor in writing, shall be submitted to nonbinding mediation, with the City and the Contractor sharing the associated costs equally. The City and the Contractor shall mutually agree to a mediator within ten (10) business days after the disputed portion of the Claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a SCS – 18
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] qualified neutral third party to mediate with regard to the disputed portion of the Claim. Each party shall be responsible for the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the Claim remaining in dispute shall be resolved in accordance with Section 9-1.22. 5-1.46 FINAL INSPECTION AND CONTRACT ACCEPTANCE. When the Director has made the final inspection and determines that the Contract work has been completed in all respects in accordance with the Plans and specifications, the Director will recommend that the Roseville City Council formally accept the work, and immediately upon and after such Acceptance by the City, the Contractor will be responsible for the work done for a period of one (1) year.

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

SECTION 7. LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC 7-1.02K(2) WAGES. The provisions of paragraphs 1and 2 of Section 7-1.02K(2) of the Standard Specifications are amended to read as follows:
“Pursuant to the provisions of California Labor Code Section 1773, the City has identified the source, stated below, of the general prevailing rate of wages applicable to the SCS – 19
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] work to be done, for straight time, overtime, Saturday, Sunday and holiday work. The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification or type of workmen concerned.

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

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

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

SCS – 20
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] “In order to expedite the passage of public traffic through or around the work, the Contractor shall install signs, lights, flares, temporary railing (type K), barricades, and other facilities for the sole convenience and direction of public traffic as may be required.

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

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

2. Add a paragraph at the end of the section to read as follows:
“In addition to the requirements hereinbefore specified for furnishing facilities and flaggers for expediting the passage of public traffic through or around the work, the Contractor shall furnish and erect, within or adjacent to the limits of the Contract, such warning, regulatory, and guide signs as may be required. The Contractor shall furnish, install and remove all such signs. Payment for furnishing, installing and removing all such signs shall be included in the lump sum price paid for traffic control and no additional compensation will be allowed therefor.”
7-1.04 PUBLIC SAFETY. It is the intent of the parties that the City is not an exposing, creating, controlling, or correcting employer under California Labor Code Section 6400. In accordance with generally accepted construction practices and State law, the Contractor SCS – 21
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] shall have the authority and be solely and completely responsible for conditions on the job site, including safety of all persons and property during performance of the Work. Moreover, the Contractor shall be the controlling employer and has the authority and responsibility to enforce worksite safety. The Contractor shall be responsible for conducting daily safety inspections and assuring all hazards and violations are abated. The Contractor is responsible for assuring that all subcontractors adhere to the minimum CAL/OSHA safety requirements and that each subcontractor has an effective CAL/OSHA IIP (Illness and Injury Protection Program) in place that specifically addresses all potential exposures, such as, but not limited to, fall protection, confined space, and trenching/shoring. These requirements shall apply continuously and not be limited to normal working hours. The Contractor shall be responsible for any delay costs or damages in the event the progress of Work is slowed or stopped due to a safety violation.

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

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

All Work and materials shall be in strict accordance with all applicable State, City, County, and Federal Rules, Regulations, and Codes, and attention is drawn to the requirements SCS – 22
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] of CAL/OSHA. The Contractor shall be solely responsible for compliance with all City, County and State blasting requirements and for any damages caused by his or her operations.

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

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

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

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

SCS – 23
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] Nothing in these Standard Construction Specifications is to be construed to permit Work not conforming to governing codes. When Contract Documents differ from governing codes, the Contractor shall furnish and install the higher standards called for without extra charge. All equipment furnished shall be grounded and provided with guards and protection as required by safety codes. Where vapor tight or explosion proof electrical installation is required by code, this shall be provided. In accordance with the provisions of Labor Code Section 6707, the Contractor shall provide adequate sheeting, shoring and bracing for employee protection, as provided in the proposal as separate Bid Items.
7-1.05 INDEMNIFICATION. The City of Roseville and its officers, agents, employees, and volunteers, including but not limited to the Director, shall not be answerable or accountable in any manner: for any loss or damage that may happen to the work or any part thereof; for any loss or damage to any of the materials or any things used or employed in performing the work; for injury to or death of any person, either workers or the public; or for damage to property from any cause which might have been prevented by the Contractor, his or her workers, or anyone employed by the Contractor or his or her subcontractors.

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

To the fullest extent allowed by law, the Contractor shall defend (through counsel acceptable to the City), indemnify, and save harmless the City of Roseville and its officers, agents, employees, and volunteers from all claims, suits, or actions of every name, kind, and description, brought forth, or on account of, injuries to or death of any person including, but not SCS – 24
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] limited to, workers and the public, or damage to property resulting from the performance of the Contract, except as otherwise provided by statute.

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

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

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

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

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

A. The City will give the Contractor thirty (30) calendar days’ notice of its intention to retain funds from any partial payment which may become due to the Contractor prior SCS – 25
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] to Acceptance of the Contract. Retention of funds from any payment made after Acceptance of the Contract may be made without such prior notice to the Contractor.

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

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

B. Qualifying Insurers. With the exception of the State Compensation Insurance Fund, all required insurance policies shall be issued by companies acceptable to the SCS – 26
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] City and licensed to do business in the State of California and who hold a current policy holders alphabetic and financial size category rating of not less than AVII according to the most recent issue of Best's Insurance Reports.

C. Insurance Required.

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

SCS – 27
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] b. The insurance shall provide coverage for claims by one insured against another insured and the policies shall not contain any cross-suits exclusions, crossliability exclusions, or insured versus insured exclusions. The policies shall not contain any classification exclusions purporting to deny coverage for any work to be performed by Contractor or any of its Subcontractors.
c. Stipulation that the insurance is primary and noncontributory, as evidenced by a separate endorsement (CG 20 01 04 13 or an equivalent) or section of the policy, and that neither the City nor its insurers will be called upon to contribute to a loss. d. Such insurance shall specifically cover the contractual liability of the Contractor.
e. Any available insurance proceeds in excess of the specified minimum insurance coverage requirements and limits shall be available to the additional insureds. Furthermore, the requirements for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; or (2) the full coverage and maximum limits of any insurance proceeds available to the named insureds, whichever is greater. f. Waiver of subrogation endorsement.
g. The Contractor shall furnish a certificate for the period covered.

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

3. Workers' Compensation: In accordance with the provisions of the California Labor Code, Contractor is required to be insured against liability for Workers' SCS – 28
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] Compensation or to undertake self-insurance. Statutory Workers' Compensation and Employers' Liability of at least One Million Dollars ($1,000,000) shall cover all Contractors staff while performing any work incidental to the performance or this Agreement.

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

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

The policies providing such insurance shall name the City as a loss payee as its respective interests may appear, and certified copies of such policies shall be filed with the City. The SCS – 29
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] maximum deductible allowable under the Builder's All Risk policy shall be five percent (5%) of the Contract amount.

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

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

A. The requirements of the Standard Specifications as to types and limits of insurance coverage to be maintained by the Contractor, and any approval of insurance by the City, are not intended to, and shall not in any manner limit or qualify the liabilities and SCS – 30
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] obligations otherwise assumed by the Contractor pursuant to the Contract, including, but not limited to, the provisions concerning indemnification, nor preclude the City from taking any other action available to it under any other provision of the Contract or law.

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

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

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

SCS – 31
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] D. The City, its officers, agents, employees, and volunteers are to be covered as insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. Coverage shall not extend to any indemnity coverage for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under California Insurance Code Section 11580.04.

SCS – 32
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] H. Failure of the City to enforce in a timely manner any of the requirements of these insurance provisions shall not act as a waiver to enforcement of any of these provisions at a later date.

J. THE CITY RESERVES THE RIGHT TO WITHHOLD ANY

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

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

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

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

SCS – 33
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] SECTION 9. PAYMENT
9-1.11C PAYMENT INCLUSIONS. The following is added to Section 9-1.11C Payment Inclusions:
“No additional compensation will be made to the Contractor for claims of increased overhead costs occurring within the originally specified construction Contract period plus any time extensions granted by Change Order. No compensation for extended performance will be granted unless the delay exceeds more than half of the float time available at the time of the delay.”
9-1.16E(4) STOP NOTICE WITHHOLDS. The City may, at its option and at any time, retain out of amounts due the Contractor, sums sufficient to cover claims (including costs and attorneys’ fees), filed pursuant to California Civil Code Section 9350 et seq. 9-1.16F RETENTIONS. The Department shall retain five percent (5%) of the Contract price as part security for the fulfillment of the Contract by the Contractor. 9-1.16G PAYMENT OF WITHHELD FUNDS. Section 9-1.16G, “Payment of Withheld Funds” is added as follows:
“Except as otherwise prohibited by law, the Contractor may elect to receive all payments due under the Contract pursuant to without any retention. If the Contractor so elects, a deposit with the City of securities with a value equivalent to the retention that would otherwise be withheld by the City shall be made. Said security shall be as provided in California Public Contract Code Section 22300, and shall be approved by the City both as to sufficiency and form. In the alternative, the Contractor may elect to deposit such securities in an escrow account and enter into a standard form Escrow SCS – 34
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] Agreement for Security Deposits in Lieu of Retention. Blank Agreements are available from the Public Works Director and the City Attorney's Office.” 9-1.17 PAYMENT AFTER CONTRACT ACCEPTANCE. “Final Payment” shall be made in accordance with this section. The Contractor shall, after the completion of the Contract, submit a final estimate of the amount of work done thereunder and the value of such work. Upon approval of the estimate by the Director, the City of Roseville shall pay the entire sum so found to be due after deducting therefrom all previous payments and all amounts to be kept and all amounts to be retained under the provisions of the Contract. All prior partial estimates and payments shall be subject to correction in the final estimate and payment. The final payment shall not be due and payable until the expiration of thirty five (35) calendar days from the date of Acceptance of the work by the City Council, and thirty-five (35) calendar days after filing of the Notice of Completion with the County of Placer.

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

SCS – 35
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] SECTION 14. ENVIRONMENTAL STEWARDSHITP
14-8.02 NOISE CONTROL. The provisions of Section 14-8.02 of the Standard Specifications are amended by adding the following:
“The Contractor shall additionally conform to the provisions of Roseville Municipal Code Chapter 9.24 where such provisions are more restrictive than these specifications.”
14-9.01 AIR QUALITY GENERAL. The provisions of Section 14-9.01, “Air Quality General” of the Standard Specifications are amended by adding the following:
“Material to be disposed of shall not be burned unless the Contractor has obtained a permit to burn combustible material resulting from clearing and grubbing operations from the Placer County Air Pollution Control District and City of Roseville Fire Marshall. A copy of the permits shall be filed with the Director
before beginning any burning. All such burning shall be conducted in strict conformance with the provision stipulated in said permits and at such times and in such manner as to prevent fire from spreading to areas adjoining the right-of-way.” 14-11.02A ASBESTOS REMOVAL AND DISPOSAL. Section 14-11.02A, “Asbestos Removal and Disposal” is added as follows:
“The Contractor shall comply with all rules, regulations, statutes and ordinances regarding asbestos removal and disposal, including but not limited to, 42 U.S.C. Sections 7401, 7412 and 7601 and 40 C.F.R. Part 61, Subpart M.

SCS – 36
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] If the Contractor discovers that a building to be demolished or renovated contains asbestos containing material, the Contractor shall immediately cease work and notify the City.”

END OF STANDARD SPECIFICATIONS
ASSEMBLY BILL NO. 626
AB 626 - 1
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] TEXT OF AB 626
Assembly Bill No. 626
CHAPTER 810
An act to add and repeal Section 9204 of the Public Contract Code, relating to public contracts.
[Approved by Governor September 29, 2016. Filed with Secretary of State September 29, 2016.]
LEGISLATIVE COUNSEL’S DIGEST
AB 626, Chiu. Public contracts: claim resolution.

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

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

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

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

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

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

AB 626 - 2
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] By increasing the duties of local agencies and officials, this bill would impose a statemandated local program.

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

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

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

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

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

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

AB 626 - 3
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] (iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department.
(iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code.
(v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority.
(4) ”Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) ”Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply.
(2) (A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each AB 626 - 4
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so.
(e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.

AB 626 - 5
[E:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 4/11/2019] (i) This section shall remain in effect only until January 1, 2020, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date.

SECTION 2.

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

SECTION 3.

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

SPECIAL PROVISIONS
SP-i
SCOPE OF SPECIAL PROVISIONS ............................................................................................ 2 DISCREPANCIES AND OMISSIONS ......................................................................................... 3 SECTION 1. DEFINITIONS AND TERMS .................................................................................. 4 SECTION 2. BIDDING ................................................................................................................. 4 2-1.01.1 SCOPE .................................................................................................................. 4 2-1.02.1 OBTAINING PLANS AND SPECIFICATIONS ................................................ 4 2-1.05.1 SUBMITTAL OF PROPOSALS .......................................................................... 4 2-1.05.2 QUESTIONS ........................................................................................................ 4 2-1.10 SUBCONTRACTOR LIST ..................................................................................... 4 SECTION 3. AWARD AND EXECUTION OF CONTRACT ..................................................... 5 3-1.02 ADDITIONAL CONTRACT DOCUMENTS ........................................................ 5 SECTION 4. SCOPE OF WORK .................................................................................................. 5 4-1.05 CHANGES AND EXTRA WORK ......................................................................... 5 4-1.13 CLEANUP ............................................................................................................... 6 SECTION 5. CONTROL OF WORK ............................................................................................ 6 5-1.09.1 PARTNERING ..................................................................................................... 6 5-1.04 ORDER OF WORK. ............................................................................................... 7 5-1.05 SUPERINTENDENCE ........................................................................................... 7 5-1.08 INSPECTION .......................................................................................................... 9 5-1.13 SUBCONTRACTING ............................................................................................. 9 5-1.26 CONSTRUCTION SURVEYS ............................................................................. 10 5-1.36 NONHIGHWAY FACILITIES ............................................................................. 11 SECTION 6. CONTROL OF MATERIALS ............................................................................... 12 6-1.01A PREQUALIFIED AND TESTED SIGNING AND DELINEATION MATERIALS .................................................................................................................... 12 6-3 TESTING .................................................................................................................... 13 6-3.01 GENERAL ............................................................................................................. 13 6-3.03 HAZARDOUS MATERIALS ............................................................................... 13 SECTION 7. LEGAL RELATIONS AND RESPONSIBILITY ................................................. 14 7-1.02I(3) LABOR NONDISCRIMINATION ................................................................. 14 7-1.02N SOUND CONTROL REQUIREMENTS ........................................................... 14 7-1.02K(2) WAGES ......................................................................................................... 14 7-1.03 PUBLIC CONVENIENCE (pertaining to MAINTAINING OF TRAFFIC) ........ 14 7-1.04 PUBLIC SAFETY ................................................................................................. 16 SECTION 8. PROSECUTION AND PROGRESS ..................................................................... 18 8-1.02 SCHEDULE .......................................................................................................... 18 8-1.04 START OF JOB SITE ACTIVITIES .................................................................... 18 8-1.10 LIQUIDATED DAMAGES AMOUNT................................................................ 19 SECTION 9. PAYMENT ............................................................................................................ 19 9-1.02 MEASUREMENT ................................................................................................. 19 9-1.06 CHANGED QUANTITY PAYMENT ADJUSTMENTS .................................... 20 9-1.07D FINAL PAYMENTS AND CLAIMS ................................................................ 20 SP-ii
9-1.08 WORK PERFORMED BY CONTRACTOR ....................................................... 20 9-1.09 PARTIAL PAYMENTS ........................................................................................ 20

SCOPE OF SPECIAL PROVISIONS
SP-3

1. The work described in these Special Provisions shall be performed in conformance with the Standard Construction Specifications of the City of Roseville (latest edition), the City of Roseville Construction Standards (latest edition), City of Roseville Parks Construction Standards (latest edition), City of Roseville Electric Department Specifications for Commercial Construction, and Caltrans Standard Specifications and Plans (2015 Edition) except insofar as they may be modified by these Special Provisions.

2. Numbering in these Special Provisions conforms to that in the Standard Construction Specifications. The existence of a section in these Special Provisions means that the corresponding section in the Standard Construction Specifications is modified in some respect.

Unless otherwise specified the modified Standard Construction Specification Provisions are deleted entirely, and the provisions of these Special Provisions are substituted.

3. The construction materials, payment, etc., for items of work shown in the proposal and on the plans, but not specifically mentioned in these Special Provisions are referred to the Standard Construction Specifications for conformance.

DISCREPANCIES AND OMISSIONS
Any discrepancies or omissions found in the Contract Documents shall be reported to the Engineer immediately. The Engineer will clarify discrepancies or omissions, in writing, within a reasonable time.

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

A. Special Provisions
B. City of Roseville Standard Construction Specifications C. Design and Construction Standards of the City of Roseville D. Roseville Electric Specifications for Residential Construction E. Roseville Electric Specifications for Commercial Construction F. City of Roseville Parks Construction Standards
G. 2015 Caltrans Standard Specifications, Plans and Addenda H. Drawings
Addenda shall take precedence over all sections referenced therein. Figure dimensions on Drawings shall take precedence over scale dimensions. Detailed Drawings shall take precedence over general Drawings.

SP-4
SECTION 1. DEFINITIONS AND TERMS
There are no amendments to the Standard Construction Specifications.

SECTION 2. BIDDING
2-1.01.1 SCOPE
The bidder's attention is directed to the provisions in Section 2 of the Standard Construction Specifications for the requirements and conditions which must be observed in the preparation of the proposal form and the submission of the bid.
2-1.02.1 OBTAINING PLANS AND SPECIFICATIONS
A Project Manual including all Contract Documents and the Proposal forms for bidding this project may be obtained on-line via Public Purchase service or through the City of Roseville Public Works website at www.roseville.ca.us/business/bids_rfps_rfqs_and_rfis.asp. The service requires that you establish a username and password in order to download and/or order plans and specifications.
2-1.05.1 SUBMITTAL OF PROPOSALS
In addition to the requirements of Section 2 of the Construction Standards, proposals must be submitted to the City Clerk, under sealed cover and plainly marked on the outside, Proposal for Concrete Maintenance On-Call, not later than the date and time of the public submittal of proposals as specified in the Notice to Contractors. Any addenda to these Special Provisions or other contract documents shall be acknowledged where indicated. 2-1.05.2 QUESTIONS
All communication relative to this project shall be conducted through Public Purchase.

Questions will not be accepted after 3:00 P.M. on TBD. Questions submitted after the above listed deadline will not be addressed. The City will respond in writing to questions submitted prior to the deadline by TBD.
2-1.10 SUBCONTRACTOR LIST
In addition to the requirements of this section of the Standard Specifications, in accordance with the requirements of Sections 4100 to 4113 (inclusive, of the Government Code), the Contractor shall list in his/her proposal the name and business address of each subcontractor to whom the bidder proposes to subcontract all or a portion of the work. Said list shall include a description of the portion of the work, which will be done by each subcontractor. A sheet for listing the subcontractors, as required, is included in the proposal. Note that hauling companies to be used as subcontractors are included in this provision.

SP-5
SECTION 3. AWARD AND EXECUTION OF CONTRACT
The bidder’s attention is directed to the provisions in Section 3, “Award and Execution of Contract,” of the State Standard Specifications and these Special Provisions. 3-1.02 ADDITIONAL CONTRACT DOCUMENTS
The Engineer will furnish to the Contractor on request and free of charge, five (5) copies of the contract documents. Additional copies of contract documents and plans may be obtained on request by paying the actual cost of reproducing the contract documents or plans. 3-1.04.1 CONTRACT AWARD
The bidder’s attention is directed to the provisions in Section 3, “Award and Execution of Contract,” of the State Standard Specifications and these Special Provisions for the requirements and conditions concerning award and execution of contract.

Bid protests are to be delivered to the following address: City Clerk’s Office, 311 Vernon St.

Roseville, CA 95678.

The contract shall be executed by the successful bidder and shall be returned, together with the contract bonds, to the Agency so that it is received within 10 days, not including Saturdays, Sundays and legal holidays, after the bidder has received the contract for execution. Failure to do so shall be just cause for forfeiture of the proposal guaranty. The executed contract documents shall be delivered to the following address: Public Works / Engineering, c/o Joe Arino, 311 Vernon St, Roseville, CA 95678
SECTION 4. SCOPE OF WORK
4-1.05 CHANGES AND EXTRA WORK
In addition to the requirements of Section 4-1.05 of the Standard Specifications, the following shall apply:

Field Instructions -- At any time and from time to time during the course of the work, the Engineer may with respect to any part or parts of the work, issue in writing to the Contractor a Field Instruction and the Contractor shall comply with the requirements of such Field Instruction, forthwith or within such time as may be specified therein.

Field Instructions will be used to order or delete work, reject work or note deficiencies, clarify contract requirements or documents, or any other matters generally of a minor nature. At appropriate intervals, Field Instructions which alter the contract will be grouped to form a Change Order.

Change Orders -- The City may at any time require changes in the contract drawings or specification, or changes to, additions to, or deductions from the work performed or the materials SP-6
to be furnished. Any such changes will be directed by the Engineer in writing. Such directives will specify, in addition to a complete description of such change, the work to be done in connection with the change, the adjustment of contract time, if any, and the basis of compensation for such work. Directives for changes will be subsequently incorporated in a formal change order to be executed by the Contractor and submitted to the Engineer.

Work directed by the Engineer which will subsequently be incorporated in a change order, shall be performed fully and completely, and in accordance with the original contract requirements except for the specific change mentioned in the directive and change order. Drawings accompanying such directives or change order shall be deemed a part of such directives or change orders.
4-1.13 CLEANUP
In addition to the requirements of Section 4-1.13 of the Standard Specifications, the Contractor shall clean the roadway and property material sites and all ground occupied by the Contractor in connection with the work of all rubbish, excess materials, falsework, temporary structures and equipment within 48 hours or 2 calendar days of placing concrete at each worksite. All parts of the work shall be left in a neat and presentable condition. All final clean up must be complete prior to final inspection.

In addition to debris created by the Contractors work, the Contractor shall be responsible for maintenance of a clean work area. All debris left by others within 50' of the Contractors work shall become property of the Contractor and be disposed of accordingly.

The contractor shall also remove all temporary pavement delineation. The contractor shall use a power washer to remove all reference markings (i.e. USA markings, striping reference points, utility reference points).

Full compensation for cleanup will be considered as included in the prices paid for the various contract items of work and no separate payment will be made therefor.

SECTION 5. CONTROL OF WORK
5-1.09.1 PARTNERING
The City of Roseville will promote the formation of a "Partnering" relationship with the Contractor in order to effectively complete the contract to the benefit of both parties. The purpose of this relationship will be to maintain cooperative communication and mutually resolve conflicts at the lowest possible management level.

The Contractor may request the formation of such a "Partnering" relationship by submitting a request in writing to the Engineer after approval of the contract. If the Contractor's request for "Partnering" is approved by the Engineer, scheduling of a "Partnering" workshop, selecting the "Partnering" facilitator and workshop site, and other administrative details shall be as agreed to by both parties.

SP-7
The costs involved in providing a facilitator and a workshop site will be borne equally by the City of Roseville and the Contractor. The Contractor shall pay all compensation for the wages and expenses of the facilitator and of the expenses for obtaining the workshop site. The City’s share of such costs will be reimbursed to the Contractor in a change order written by the Engineer. Markups will not be added. All other costs associated with the "Partnering" relationship will be borne separately by the party incurring the costs.

The establishment of a "Partnering" relationship will not change or modify the terms and conditions of the contract and will not relieve either party of the legal requirements of the contract.
5-1.04 ORDER OF WORK.

In addition to the requirements of Section 5 of the Standard Specifications, the following shall apply:

Before beginning obliteration of existing pavements or other work which will interfere with the passage of traffic and or pedestrians, the Contractor shall have detour and traffic restriction signs as required under Section 7 “Legal Relations and Responsibility” of the Standard Specifications and as set forth on the plans and these Special Provisions in place and fully operational.

The Contractor is responsible for all material and/or equipment needed to perform the project.

Should the City have to supply the Contractor with material and/or equipment to do the work, the Contractor will be charged accordingly.

The Contractor shall replace any pavement removed within 72 hours or three (3) calendar days after the demolition of each site. Removed asphalt concrete pavement may be temporarily replaced with cold patch asphalt, upon completion of all ramps within an area, cold patch asphalt must be replaced with HMA within 72 hours. In accordance to Section 4-1.02 of the Special Provisions, final clean up at each site shall be completed within 48 hours or two (2) calendar days after placing concrete at the site. Failure to replace pavement (ramps, sidewalks, driveways, etc.….) within the 72 hours after removal will subject the Contractor to liquidated damages in the amount of $1000.00 per site for each calendar day that the work is not completed. 5-1.05 SUPERINTENDENCE
In addition to the requirements of Section 5 of the Standard Specifications, the following shall apply:

Five (5) days prior to beginning work, the Contractor shall provide in writing, the name and telephone number of a representative who is directly involved with this project and under the supervision of the Contractor, to the Engineer. The Contractor’s representative may be contacted by City Staff during non-working hours including nights, weekends and holidays in the case of any public inconvenience and/or emergency relating to the Contractor’s operations.

The contact representative shall not be replaced by another company employee for any reason SP-8
during the duration of the project without a written explanation from the Contractor which has been approved by the Engineer. Should a new representative be used, he or she shall be knowledgeable of the project and the events and/or revisions that may be taking place at the present time.

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5-1.08 INSPECTION
In addition to Section 5 of the State Standard Specifications, the following shall apply:

All work is subject to inspection and approval by the Engineer. The Contractor shall notify the Engineer two (2) working days in advance of the start of work to coordinate and schedule inspection staff.

The City will provide inspection on an 8-hour day and 40-hour week basis only. For this project, working hours will be 7:00 a.m. to 4:00 p.m. and working days will be Monday through Friday. Requests for authorization to perform work outside the allowed working hours and days shall be made to the Engineer in writing and at least 48 hours in advance. The Contractor shall reimburse the City for the actual cost of all inspection in excess of the allowed working hours and days, including designated holidays and weekends.

Designated holidays are: January 1st, the third Monday in January, the third Monday in February, the last Monday in May, July 4th, the first Monday in September, November 11th, Thanksgiving Day, the day after Thanksgiving Day, and December 25th. When a designated holiday falls on a Saturday or Sunday, the preceding Friday or following Monday (respectfully) shall be a designated holiday.

The Contractor shall provide a competent person during normal working hours to assist the Engineer, when required, in checking the Contractor’s layout and for measuring quantities for payment purposes. The Contractor shall cooperate with the Engineer so that checking and measuring may be accomplished with the least interference to the Contractor’s operations.

No additional compensation will be made to the Contractor for fulfilling these requirements.

5.13 SUBCONTRACTING
Attention is directed to the provisions in Section 5.13 of the Standard Specifications, and these special provisions. In addition, the following shall apply:

No subcontract releases the Contractor from the contract or relieves the Contractor of their responsibility for a subcontractor's work.

If the Contractor violates Public Contract Code § 4100 et seq., the City of Roseville may exercise the remedies provided under Public Contract Code § 4110. The City of Roseville may refer the violation to the Contractors State License Board as provided under Public Contract Code § 4111.

The Contractor shall perform work equaling at least 30 percent of the value of the original total bid with the Contractor’s own employees and equipment, owned or rented, with or without operators.

Each subcontract must comply with the contract.

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Each subcontractor must have an active and valid State contractor's license with a classification appropriate for the work to be performed (Business and Professions Code, § 7000 et seq.).

Submit copies of subcontracts upon request by the Engineer.

Before subcontracted work starts, submit a Subcontracting Request form.

Do not use a debarred contractor; a current list of debarred contractors is available at the Department of Industrial Relations' Web site.

Upon request by the Engineer, immediately remove and not again use a subcontractor who fails to prosecute the work satisfactorily.

Each subcontract and any lower tier subcontract that may in turn be made shall include the "Required Contract Provisions Federal-Aid Construction Contracts" in Section 14 of these special provisions. Noncompliance shall be corrected. Payment for subcontracted work involved will be withheld from progress payments due, or to become due, until correction is made. Failure to comply may result in termination of the contract.

Pursuant to the provisions in Section 1777.1 of the Labor Code, the Labor Commissioner publishes and distributes a list of contractors ineligible to perform work as a subcontractor on a public works project. This list of debarred contractors is available from the Department of Industrial Relations web site at:

http://www.dir.ca.gov/DLSE/Debar.html.

The provisions of the Standard Specifications that the Contractor shall perform with the Contractor's own organization contract work amounting to not less than 50 percent of the original contract price, is not changed by the Federal Aid requirement that the Contractor perform not less than 30 percent of the original contract work with the Contractor's own organization.

5.13E PERFORMANCE OF SUBCONTRACTORS
The subcontractors listed in the proposal at the time of Bidding shall list therein the name and address of each subcontractor to whom the bidder proposes to subcontract portions of the work in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater, in accordance with the Subletting and Subcontracting Fair Practices Act, commencing with Section 4100 of the Public Contract Code. The bidder’s attention is invited to other provisions of the Act related to the imposition of penalties for a failure to observe its provisions by using unauthorized subcontractors or by making unauthorized substitutions. 5-1.26 CONSTRUCTION SURVEYS
The requirements specified in of the State Standard Specifications shall be replaced as follows:

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The Contractor shall be responsible to hire a licensed land surveyor to provide all surveys to control the lines, elevations and dimensions of the work in conformance with the plans. Any deviation from the lines, elevations and dimensions shown on the plans must receive prior approval from the Engineer.

Where new construction connects to existing facilities, the Contractor shall check and establish the exact location prior to construction of the facility.

All stakes or marks will be provided by the Contractor as necessary to establish the lines and grades required for the completion of the work specified in the State Standard Specifications, on the plans, and in these special provisions.

The Contractor shall be responsible for the accuracy of his/her own layout work and shall be responsible and liable for the preservation of all established lines, grades and layout points.

Stakes damaged or destroyed by the public or operations of the Contractor will be replaced at the Contractor’s expense.

Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items and no additional compensation will be allowed therefor.
5-1.36 NONHIGHWAY FACILITIES
In addition to this Section of the Standard Specifications, the following shall apply:

The City of Roseville is a member of the Underground Service Alert (U.S.A.). The Contractor shall notify U.S.A. 1-800-642-2444 at least 72 hours in advance of beginning work on the project. The Contractor is cautioned that there may be underground and overhead utility facilities within the work area including telephone, electrical, cable television, gas, water and sanitary sewer transmission facilities, and storm drainage collection facilities.

Where possible conflicts may exist, the Contractor shall verify the grade and location of existing underground utility prior to any work by careful hand digging. It is recognized by the City and the Contractor that the locations of existing utilities as shown on the plans are approximate, their actual location is unknown. Recognition is given to the fact there may be additional existing utilities unknown to either party to the contract. Location of utilities, as shown on the drawings, represent the best information obtainable from utility maps and information furnished by the various agencies and companies involved. The City warrants neither the accuracy nor the extent of the actual utilities involved.

All existing utilities are to remain in service during construction. The Contractor shall be required to work around existing utility poles.

In the event the Contractor discovers utilities not identified on the plans or by the utilities, the Contractor shall immediately notify the Engineer and the utility owners by the most expeditious method reasonably available and later confirm in writing.

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SECTION 6. CONTROL OF MATERIALS
6-1.01A PREQUALIFIED AND TESTED SIGNING AND DELINEATION MATERIALS The City of Roseville has adopted the State of California, Department of Transportation (Caltrans), listing of Prequalified and Tested Signing and Delineation Materials for use on this project. Approval of the Prequalified and Tested Signing and Delineation Materials products listing shall not preclude the
Engineer from sampling and testing products on the list.

The current trade name listing is available at the Caltrans' web page:

http://www.dot.ca.gov/hq/esc/approved_products_list/pdf/signing_and_delineation_materials.pdf

The Prequalified and Tested Signing and Delineation Materials list in effect on the date of the Notice to Bidder shall be used. The Contractor shall furnish the Engineer a Certificate of Compliance in conformance with the provisions in Section 6-1.07, "Certificates of Compliance," of the Standard Specifications for each type of traffic product supplied. The Certificate of Compliance shall also certify that the signing and delineation material or product conforms to the prequalified testing and approval by Caltrans, Division of Traffic Operations, and was manufactured in accordance with the approved quality control program.

For those categories of materials included on the list of Prequalified and Tested Signing and Delineation Materials, only those products shown within the listing may be used in the work.

Other categories of products, not included on the list of Prequalified and Tested Signing and Delineation Materials, may be used in the work provided they conform to the requirements of the Standard Specifications. Materials and products will be considered for addition to the Prequalified and Tested Signing and Delineation Materials listing if the manufacturer submits a New Product Information Form available at the Caltrans' web site:

http://www.dot.ca.gov/hq/esc/Translab/NewProducts/pdf/guidelines.pdf

Upon a request for samples, the manufacturer shall submit sufficient samples to permit performance of required tests. Approval of materials or products will depend upon compliance with the specifications and tests Caltrans may elect to perform.

No contract adjustment will be allowed for the time required for submitting the samples, testing the samples, and approving the materials or products.

Full compensation for conforming to the requirements of this section shall be considered as included in the contract prices paid for the various contract items of work involved and no additional compensation will be allowed therefor.

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6-3 TESTING
The City uses a Quality Assurance Program (QAP) to ensure a material is produced to comply with the Contract. Contractor may examine the records and reports of tests the City performs if they are available at the job site. Schedule work to allow time for QAP.

Material testing for this project will be provided by the Contractor as set forth in Section 6 of the Standard Specifications and the most current City of Roseville’s Quality Assurance Program.

The Contractor shall perform all testing to verify compliance with the Specifications of any and all materials furnished by the Contractor. The Contractor shall submit and receive the Engineer’s approval of all compliance test results prior to incorporating materials into the project. The Contractor may elect to place material without the approved certificates of compliance and mix designs and shall be at the Contractor’s own risk. The Contractor shall notify the Engineer in writing to get the approval of placement, and $10,000.00 will be withheld from the Contractor’s progress payment for each certificate of compliances and mix designs until the certificate of compliances and mix designs are submitted approved.

Samples, certificates of compliance, lists of materials and material sources, access to facilities, requests for testing and all other data relating to material testing shall conform to Section 6 of the Standard Specifications, “Control of Materials.” The City will perform Quality Assurance testing in accordance with the City’s Quality Assurance Program (QAP).

Full compensation for conforming to all requirements specified in this Section, “Control of Materials,” shall be considered as included in the contract price paid for various contract items of work and no additional compensation will be allowed

6-3.01 GENERAL
Samples, certificates of compliance, lists of materials and material sources, access to facilities, requests for testing and all other data relating to material testing shall conform to Section 6 of the State Standard Specifications, “Control of Materials.” Contractor shall provide the Engineer with five (5) working days’ notice of the need for material testing.

Full compensation for conforming to all requirements specified in this section, “Control of Materials,” shall be considered as included in the contract price paid for various contract items of work and no additional compensation will be allowed. 6-3.03 HAZARDOUS MATERIALS
The Contractor shall comply with Hazardous Materials Handling Regulations.-The construction contractor shall comply with all applicable federal, state, and local regulations for the handling of hazardous materials during construction. The City shall verify that acceptable materials handling provisions have been complied with by obtaining necessary documentation from agencies governing hazardous material handling (e.g., California State Water Resources Control Board).

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SECTION 7. LEGAL RELATIONS AND RESPONSIBILITY
7-1.02I(3) LABOR NONDISCRIMINATION
Attention is directed to the following Notice that is required by Chapter 5 of Division 4 of Title 2, California Code of Regulations.

NOTICE OF REQUIREMENT FOR NONDISCRIMINATION PROGRAM (GOV. CODE, SECTION 12990)

Your attention is called to the "Nondiscrimination Clause", set forth in Section 7-1.02I(2 ), " Nondiscrimination," of the Standard Specifications, which is applicable to all nonexempt state contracts and subcontracts, and to the "Standard California Nondiscrimination Construction Contract Specifications" set forth therein. The Specifications are applicable to all nonexempt state construction contracts and subcontracts of $5,000 or more. 7-1.02N SOUND CONTROL REQUIREMENTS
Noise level requirements shall apply to all equipment on the job, including but not limited to trucks, transit mixers or transient equipment that may not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel. The Roseville Municipal Code, Chapter 9.24 "Noise Regulations" can be viewed at the City of Roseville City Clerk's Office, Located at 311 Vernon Street, Roseville, California or online at http://qcode.us/codes/roseville/. Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for various contract items of work involved, and no additional compensation will be allowed therefor.
7-1.02K(2) WAGES
Attention is directed to Section 7-1.02k (2), "Wages," of the Standard Specifications. In addition to the requirements of the Standard Specification, the following shall apply.

The general prevailing wage rates determined by the Director of Industrial Relations, for the county or counties in which the work is to be done, are available at the City of Roseville Clerks Office (311 Vernon St). Changes, if any, to the general prevailing wage rates will be available at the same location.
7-1.03 PUBLIC CONVENIENCE (pertaining to MAINTAINING OF TRAFFIC) In addition to the requirements of Section 7-1.03 and section 12-4 of the Standard Construction Specifications, the following shall apply:

The use of flagmen, barricades and construction signing shall comply with the current edition of the California (MUTCD)or as required by the Engineer. All construction traffic control devices shall be in place and operational prior to beginning work or different phases throughout the contract.

The Contractor shall submit at the Pre-Construction meeting a plan showing traffic control measures and/or detours for vehicles and pedestrians affected by the construction work to the SP-15
Engineer for review and acceptance. A minimum of 5 working days will be required to review and provide the Contractor with comments on the plan. The Contractor will not be allowed to begin work until a traffic control plan has been accepted by the Engineer. A copy of the traffic control plan/detour plan must be kept at the job site at all times.

The Contractor shall notify local businesses and residents 24 hours prior to cutting off their access for periods in excess of 2 hours. Notice may be given verbally, or written notice may be placed on or near the building entrance or the property access point to be closed. The Contractor shall cooperate with local businesses for access to the maximum extent physically possible.

Temporary lane closures shall conform to the provisions in Section 12 of these Special Provisions entitled "Construction Area Traffic Control Devices." Temporary lane closures will be allowed only during approved working hours and/or as accepted by the Engineer.

Seventy-two (72) hours in advance of any lane closures, the Contractor shall notify the Engineer, phone 746-1300, of any revisions to the proposed construction schedule and lane closure sequence.

The Contractor shall cooperate, keep current and notify the Engineer (746-1300) of his/her construction operation and traffic control changes five (5) days before work is to begin or traffic changes are made. The Contractor shall cooperate with local authorities relative to handling traffic through the area and shall make his/her own arrangements in keeping the working area clear.

The Contractor shall be responsible for informing the public of the traffic conditions existing within the construction area at all times by placement of appropriate warning and advisory signs.

The Contractor shall provide and maintain all traffic control and safety items. The Contractor assumes sole and complete responsibility for job and site conditions during the course of construction, including safety of all persons and property. This requirement shall apply continuously 24 hours/day and shall not be limited to normal working hours.

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

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

No work that interferes with public traffic shall be performed between the hours listed, as follows:

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4:00 p.m. to 7:00 a.m. Monday through Thursday, inclusive 4:00 p.m. to 7:00 a.m. Fridays/day preceding designated holidays The full width of the traveled way (or min. 11’ of pavement width) shall be open for use by public traffic on Saturdays, Sundays, designated holidays, after 4:00 p.m. on Fridays and the day preceding designated holidays, and when construction operations are not actively in progress.

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

Steel plates (minimum 3/4” thick) or other approved methods shall be used to cover all open excavation in or within 5 feet of the roadway during non-working hours. Plates installed in paved traffic lanes shall be secured with steel pins. The plate edges shall be protected by adding temporary AC (cut back) at least one (1) foot around plates.

Payment for work under this section, when a site specific traffic control plan is not required by the engineer,shall be deemed included in the other various contract items of work, and no additional compensation shall be allowed therefor.
7-1.04 PUBLIC SAFETY
In addition to the requirements specified in this Section of the Standard Specifications, the following shall apply:

A traffic control system shall consist of closing traffic lanes in accordance with the provisions of Section 7-1.03 “Public Convenience” and Section 12 “Temporary Traffic Control” of the Standard Specifications and these Special Provisions. All traffic control shall be under the direction of and coordinated with the Engineer. The Contractor shall submit a traffic control plan subject to approval of the Engineer.

The Contractor shall install temporary railing (type K) between any lanes carrying public traffic and any excavation, obstacle, or storage area when the following conditions exist:

1. Excavations - any excavation near the edge of which is 12 feet or less from the edge of the lane, except;

a. Excavations covered with steel or concrete covers of adequate thickness to prevent accidental entry by traffic or the public.
b. Excavations less than 6” inches deep.
c. Trenches less than one foot wide for irrigation pipe or electrical conduit or excavations less than one foot diameter.

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d. Excavations in side slopes, where the slope is flatter than 4:1. e. Excavations protected by existing barrier or railing.

2. Temporarily unprotected permanent obstacles - Whenever the work includes the installation of a fixed obstacle together with a protective system, such as a sign structure together with protective railing, and the Contractor elects to install the obstacle prior to installing the protective system; or whenever the Contractor, for his convenience and with permission of the Engineer, removes a portion of an existing protective railing at an obstacle and does not replace such railing complete in place during the same day.

3. Storage areas - Whenever material or equipment is stored within 12 feet of the lane and such storage is not otherwise prohibited by the Standard Specifications or these Special Provisions.

Except for installing, maintaining and removing traffic control devices, whenever work is performed or equipment is operated in the following work area the Contractor shall close the adjacent traffic lane unless otherwise provided in the specifications:

Approach Speed of Public Traffic
(Posted Limit) Work Areas
0 to 45 Within 3 feet of a traffic lane but not on a traffic lane.

Over 45 Within 6 feet of a traffic lane but not on a traffic lane.

When traffic cones or delineators are used to delineate a temporary edge of traffic lane, the line of cones or delineators shall be considered to be the edge of traffic lane, however, the Contractor shall not reduce the width of an existing lane to less than 10 feet without written approval from the Engineer. The lane closure provisions of this section shall not apply if the work area is protected by permanent or temporary railing or barrier.

When work is not in progress on a trench or other excavation that required a lane closure, the traffic cones or portable reflectorized (night traffic) delineators used for the closure shall be placed off of and adjacent to the edge of the traveled way. The spacing of the cones or delineators shall be not more than the spacing used for the lane closure.

Pedestrian access through a site when work is not in progress shall be provided for with a minimum of 4 feet in width continuous wood walks and shall be kept clear. In other words, a continuous plywood path through the site where the concrete has been excavated.

The provisions in this section will not relieve the Contractor from his responsibility to provide such additional devices or take such measures as may be necessary to comply with the provisions in this section of the Standard Specifications. The Contractor shall provide electric arrow boards for lane reductions as required by the Standard Specifications.

Payment for work under this section shall be deemed included in other various contract items of work, and no additional compensation shall be allowed therefor.

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SECTION 8. PROSECUTION AND PROGRESS

8-1.02 SCHEDULE
In addition to the requirements specified in this section of the Standard Specifications, the following shall apply:

A preliminary critical path method (CPM) schedule shall be submitted by the Contractor at the preconstruction conference, and within 10 calendar days of the Work Order, and within 15 working days of the Engineer's written request at any other time. No progress payments will be made on the project until a CPM schedule is submitted and accepted by the Engineer.

The construction schedule shall clearly show the sequence and interdependence of construction activities and shall list specifically activities for obtaining, delivering, installing and completing of each major piece of equipment, materials and other supplies.

The construction schedule shall:
a. Be a calendar-time scaled network diagram.
b. Include time for the Engineer to review submittal or inspect the work. c. Identify the activities which constitute the controlling operation or critical path.

Once each month, or as deemed necessary by the Engineer, the Contractor shall submit a revised progress schedule and participate with the Engineer in a schedule review to update activity progress. Scheduling of change for extra work orders is the responsibility of the Contractor. The Contractor shall revise the schedule drawing to incorporate all activities involved in completing the change or extra work order and submit it to the Engineer for review. With the concurrence of the Engineer, change or extra work orders of a magnitude less than $1,000 do not need to be scheduled, unless the order affects the contract critical path, or other outside parties.

If the Engineer finds the Contractor is entitled to an extension of any completion date under the provisions of the contract, the Engineer's determination of the total number of days extension will be based upon the current analysis of the schedule and upon data relevant to the extension.

The Contractor acknowledges and agrees that delays to non-critical activities (those with float) will not be the basis for a time extension. Non-critical activities are those activities which, when delayed, do not affect the contract completion date. All float time will jointly belong to the City and Contractor.

Payment for work under this section shall be deemed included in various contract items of work, and no additional compensation shall be allowed therefor. 8-1.04 START OF JOB SITE ACTIVITIES
The first paragraph of Section 8-1.04B shall be amended to read:

Start job site activities within 30 days after receiving the "Work Order" letter executed by the Engineer and prosecute the work diligently after to completion.

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Preconstruction Conference -- Prior to the commencement of a Work Order, a preconstruction conference will be called by the Engineer for the purpose of discussing with the Contractor the scope of work, contract drawings, specifications, existing conditions, materials to be tested, equipment to be used, and all essential matters pertaining to the prosecution and the satisfactory completion of the project as required. The Contractor's representative at this conference shall include all major superintendents for the work and may include major subcontractors and material suppliers.

Full compensation for conforming to the provisions in this section, not otherwise provided for, shall be considered as included in prices paid for the various contract items of work involved and no additional compensation will be allowed therefore.
8-1.08 TIME OF COMPLETION
In addition to the provisions in the Standard Specifications, all work and punch list items shall be completed within the working days specified in the work order. The amount of working days specified in the work order shall be 40 working days from the date of the Notice to Proceed letter.

All punch list items shall be completed within the specified contract working days. The project will not be accepted until all punch list items have been completed.

An item and duration for "Punch List Days" must be included in the Progress Schedule - Section 8-

1.02 "Schedule".
8-1.10 LIQUIDATED DAMAGES AMOUNT
In addition to the requirements of Section 8-1.10 of the Standard Construction Specifications, the Contractor shall pay to the City of Roseville the sum of $1000.00 per day, each and every calendar day delay in finishing the work in excess of the number of working days prescribed above. Any progress payment made after the completion date shall not be construed as a waiver of liquidated damages. See also 5-1.04 ORDER OF WORK of these Special Provisions.

SECTION 9. PAYMENT
9-1.02 MEASUREMENT
In addition to the requirements of Section 9-1.02 of the Standard Construction Specifications, the following shall apply:

Payment for all work bid at a price per unit of measurement will be based upon actual quantities of work as measured upon completion. The City does not expressly or by implication agree that the actual amount of work or materials of any class will correspond to the estimated quantities provided in Section II of this proposal. The Contractor shall make no claim for anticipated profits, or loss of profit, for damages, or for any extra payment because of any difference between the amount of work actually done of materials furnished and the estimated amount.

The items bid on an “each” basis shall result in a complete structure, in satisfactory working condition in respect to the functional purpose of the installation and no extra compensation will SP-20
be allowed for anything omitted but fairly implied. Full compensation for additional materials and labor, whether or not shown on the drawing or specified, which are necessary to complete all the work will be considered as included in the price paid for the work, and no additional compensation will be allowed therefor.

Payment for mobilization shall be per work order as specified in the bid proposal. A work order may consist of multiple locations and no additional compensation will be made therefor. 9-1.06 CHANGED QUANTITY PAYMENT ADJUSTMENTS
The requirements specified in of the State Standard Specifications shall be replaced as follows:

All bid quantities are rough estimates and are not guaranteed. Any increase or reduction of bid quantities shall not have any effect on the unit prices. 9-1.07D FINAL PAYMENTS AND CLAIMS
In addition to Section 9-1.07D of the Standard Specifications, the Contractor shall submit Form CC4: Final Release Form. This form must accompany any request for final payment (See Appendix A).
9-1.08 WORK PERFORMED BY CONTRACTOR
The Contractor may contract with individual residents for the purpose of installing new concrete sidewalks, curb/gutter and/or ramps which are not within the scope of this project. All improvements shall be in conformance with these Special Provisions, Standard Construction Specifications, all ADA Standards adopted by the City of Roseville, and as directed by the Engineer. The Contractor shall notify the Engineer (746-1300) in writing for all such improvements, within two days before the start of construction. The Contractor will not be allowed any additional working days or reimbursement from the City for such improvements.

This project shall be given first priority over individual resident work. 9-1.09 PARTIAL PAYMENTS
In addition to of the provisions within the Standard Specifications, the Contractor shall submit all request for progress payments using the forms included in Appendix A:

Form CC1: Progress Payment Request. This form is to be completed and signed by the Contractor and attached as a cover sheet to his/her request for payment. This form will be mandatory on all contract payment request.

Form CC2: Progress Payment Request - Detail. This form may be used by the Contractor to provide the detail required to verify the payment quantities. (City will accept the Contractor's form if it provides the required information.) Form CC3: Quantity Change Verification Form. This form is required before any payment can be made based on actual quantities exceeding estimated quantities. At the conclusion of the contract, the City will issue a "Balancing Change Order" incorporating all quantity increase and decrease in the contract items of work.

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END OF SPECIAL PROVISIONS

APPENDIX A

MONTHLY PROJECT PAYMENT

ESTIMATE SUMMARY
Payment Estimate No:

Department of Public Works
311 Vernon Street Work Performed Through:

Roseville, CA 95678
Contractor: Project:

Address: Acct.No:

Contract Summary
Original Contract Amount: (1)
Approved Change Orders through #: (2)
Quantity Changes (Requires Project Engineer/Inspector verification): (3) Total Contract Amount to Date: (4)
Payment Summary
Contract Payments
(Payment through PP#_________)
Change Order Payments
(CCO#________________ through ___________)
Total Earnings
Less: Retention: (5%)
In escrow account Yes No
Less: Administrative Deductions
(Deducted from PP# _________________)
Payment Due to Contractor
The undersigned Contractor or Contractor's Authorized Representative certifies that to the best of his knowledge, information, and belief, the work covered in this application for payment has been completed in accordance with the contract documents and the costs shown are true and correct.

Resident Engineer: Senior Engineer: Contractor:

Date: Date: Date:

Form CC 1 REV: 01/15

PERIOD AMOUNT

CURRENT PAY PREVIOUS TO DATE

AMOUNT AMOUNT
FORM CC 2 REV: 5/07
Project: PROJECT PAYMENT ESTIMATE
Acct#: Payment Estimate No:

Department of Public Works
311 Vernon Street Contrac:

Roseville, CA 95678
Work Performed Through:

Item Item Description Unit Estimated Unit Cost Contract No. Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount $ - $ - 0 $ - 0% $ - 0% $ -
$ - $ - 0 $ - 0% $ - 0% $ -
$ - $ - 0 $ - 0% $ - 0% $ -
$ - $ - 0 $ - 0 $ - 0 $ -
$ - $ - 0 $ - 0 $ - 0 $ -
$ - $ - 0 $ - 0 $ - 0 $ -
$ - $ - 0 $ - 0 $ - 0 $ -
$ - $ - 0 $ - 0 $ - 0 $ -
$ - $ - 0 $ - 0 $ - 0 $ -
$ - $ - 0 $ - 0 $ - 0 $ -
$ - $ - 0 $ - 0 $ - 0 $ -
TOTALS: $ - $ - $ - $ - $ -
This Estimate Previous Estimates Work Completed Work Remaining FORM CC 3 REV: 5/07
Project: QUANTITY ADJUSTMENT FORM
Acct.No: Payment Estimate No:

Department of Public Works
311 Vernon Street Contractor:

Roseville, CA 95678
Work Performed Through:

INSTRUCTIONS
This form is to accompany Progress Payments or the Final Payment where there are quantity changes (variations in quantities) authorized by the Department of Public Works that adjust the Total Contract Amount.

Quantity Changes in the amount of:

P Accompanying Progress Payment # (or Final Payment) have been reviewed and the actual quantities verified.

Item Item Description Unit Unit Cost
No. Quantity
Increase
(Decrease) Amount Quantity
Increase
(Decrease) Amount Quantity
Increase
(Decrease) Amount
$ - $ - 0 $ -
$ - $ - 0 $ -
$ - $ - 0 $ -
$ - $ - 0 $ -
$ - $ - 0 $ -
$ - $ - 0 $ -
$ - $ - 0 $ -
$ - $ - $ -
Contractor Signature Date Resident Engineer Signature Date Totals
This Estimate Previous Estimates
Contract Quantity Adjustments
To-Date Totals
From CC4 REV; 9/17

CONDITIONAL WAIVER AND

RELEASE ON FINAL PAYMENT
From: Date:

Name of Contractor/Claimant
Payment Request No:

Address Acct.No:

Project Name:

To/Owner: CITY OF ROSEVILLE
Department of Public Works
Engineering Division
311 Vernon Street
Roseville, CA 95678
Maker of Check:

Amount of Check:

Check Payable To:

Claimant Signature Print Name:

Claimant Title Date:

Signature
NOTICE: THIS DOCUMENT WAIVES THE CLAIMANT'S LIEN, STOP PAYMENT NOTICE, AND PAYMENT BOND RIGHTS EFFECTIVE ON RECEIPT OF PAYMENT. A PERSON SHOULD NOT RELY ON THIS DOCUMENT UNLESS SATISFIED THAT THE CLAIMANT HAS RECEIVED PAYMENT.

This document waives and releases lien, stop payment notice, and payment bond rights the claimant has for labor and service provided, and equipment and material delivered, to the customer on this job. Rights based upon labor or service provided, or equipment or material delivered, pursuant to a written change order that has been fully executed by the parties prior to the date that this document is signed by the claimant, are waived and released by this document, unless listed as an Exception below This document is effective only on the claimant's receipt of payment from the financial institution on which the following check is drawn:

Conditional Waiver and Release
Exceptions

APPENDIX B
Central Valley Regional Water Quality Control Board
CLEAN WATER ACT SECTION 401 WATER QUALITY CERTIFICATION AND ORDER Effective Date: 10 March 2022
Expiration Date: 9 March 2027
Program Type: Fill/Excavation
Reg. Meas. ID: 446455
Place ID: 879148
WDID No.: 5A31CR00568
USACE No.: 2021-00402
NWP 13
Project Type: Non-Restoration Bank Stabilization
Project: Cirby Creek Bank Repair Project (Project)
Applicant: City of Roseville
Applicant Contact: Dominick Casey
City of Roseville
311 Vernon Street
Roseville, CA 95678
Phone: (916) 774-5362
Email: [email protected]
Applicant’s Agent: Jason Shykowski
City of Roseville
311 Vernon Street
Roseville, CA 95678
Phone: (916) 746-1300
Email: [email protected]
Water Board Staff: Greg Hendricks
Environmental Scientist
11020 Sun Center Drive, Suite 200
Rancho Cordova, CA 95670
Phone: (916) 464-4709
Email: [email protected]
Water Board Contact Person: If you have any questions, please call Regional Water Quality Control Board, Central Valley Region (Central Valley Water Board) Staff listed above or (916) 464-3291 and ask to speak with the Water Quality Certification Unit Supervisor.

Cirby Creek Bank Repair Project Reg. Meas.ID: 446455
Place ID: 879148

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Roseville City CouncilJune 1, 2022

Roseville City Council
June 1, 2022