Agenda — Roseville City Council, September 7, 2022 (part 1 of 6)

AGENDA
September 7, 2022

CITY COUNCIL

HOUSING AUTHORITY
6:00 p.m.

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

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

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

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

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

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

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

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

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

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

1. CALL TO ORDER

2. ROLL CALL

3. PLEDGE OF ALLEGIANCE

4. MEETING PROCEDURES

5. PRESENTATIONS

5.1. Proclamation - Constitution Week, September 17-23, 2022 Proclaim September 17 – 23, 2022 as Constitution Week and encourage all citizens to reaffirm the ideals of the Framers of the Constitution by vigilantly protecting the freedoms guaranteed to all through the Constitution of the United States of America.

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

5.2. Proclamation - Prostate Cancer Awareness Month
Proclaim the month of September 2022 as Prostate Cancer Awareness Month and urge residents to acquaint themselves with the issues involved in Prostate Cancer Awareness.

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

6. PUBLIC COMMENTS

7. CONSENT CALENDAR

BEGINNING OF CONSENT CALENDAR
Bids / Purchases / Services

7.1. NC-57 Dog Park Improvements Project, Phase 2 - Award of Contract and Budget Adjustment
Memo from Park Development Project Manager Ken Peterson and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt RESOLUTION NO. 22-337 APPROVING AN AGREEMENT, BY AND

BETWEEN THE CITY OF ROSEVILLE AND SAENZ LANDSCAPE

CONSTRUCTION COMPANY, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt ORDINANCE NO. 6547 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2022-23 BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council approve the award of a contract with Saenz Landscape Construction Company for $198,859 for the construction of the NC-57 Dog Park (The Park). The 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 park was completed in 2016. Phase two amenities include a double fenced and gated entry area, an ADA accessible pathway, a drinking fountain, a dog wash station, a seating bench and planting of various native trees. A budget adjustment in the amount of $62,619, using funds from the North Central Neighborhood Park Fund, will augment the existing $178,004 currently budgeted in the project to fully fund the project including soft costs. Staff also requests approval of change orders not to exceed 10% of the contract amount. Ongoing maintenance costs for the NC-57 Dog Park Improvements Project, Phase 2, will be provided by the General Fund and is expected to be a minimal expense of approximately $5,000 annually.

CC #: 2282
File #: 0704-01 & 0201-01
CONTACT: Ken Peterson 916-746-1233 [email protected]

7.2. Johnson Pool House Renovation Project - Approval of Plans and Specifications and Authorize Staff to Call for Bids
Memo from Park Development Project Manager Heather Buck and Parks, Recreation & Libraries Director Jill Geller recommending the City Council approve the plans and specifications for the Johnson Pool House Renovation Project and authorize staff to call for bids. The Johnson Pool is located on .47 acres at the intersection of Vernon Street and D Street in the Cherry Glen/Theiles Manor neighborhood. This project is the first phase of the Johnson Pool Vision Plan implementation and upgrades will provide needed accessibility improvements and code required upgrades interior to the buildings. Add alternatives, including replacement of the entry vestibule rollup doors and replacement of the entry stairs and ramp, are incorporated should the City receive competitive bids. Initial funding of $150,000 for the first phase of the project was approved in the FY2020-21 Budget. Additional grant funds of $280,000 are expected to be awarded from the Department of Housing and Urban Development’s Community Development Block Grant in September 2022 for a total first phase budget of $430,000 for soft and hard costs.

CC #: 2279
File #: 0707
CONTACT: Heather Buck 916-774-5254 [email protected]

7.3. Asphalt Sealant and Filler - Annual Blanket Purchase Order Memo from Street Maintenance Manager Jerry Dankbar and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 22-334 APPROVING AN ANNUAL PURCHASE
ORDER FOR THE PURCHASE OF ASPHALT SEALANT AND FILLER.

Staff requests Council approval of an annual blanket purchase order to Crafco, Inc. for asphalt sealant and fillers for crack sealant pavement preservation. The Sourcewell cooperative purchasing contract will be used to purchase this sealant product and its initial contract period ends on October 11, 2025. After the initial contract period, the contract allows for one optional renewal year through October 11, 2026. The estimated annual City cost for asphalt materials is $250,000. Funding is included in the Public Works Street Maintenance Division FY2022-23 budget. Pending future Council approved budgets, staff also requests authorization to continue utilizing the 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 #: 2276
File #: 0203-13-1
CONTACT: Jerry Dankbar 916-774-5793 [email protected]

7.4. Heating, Ventilation, and Air Conditioning Services - Contract Purchase Agreements
Memo from Preventative Maintenance Coordinator Blaine Wiegel and Environmental Utilities Director Richard Plecker recommending the City Council adopt RESOLUTION NO. 22-331 APPROVING A CONTRACT

PURCHASE AGREEMENT, BY AND BETWEEN THE CITY OF
ROSEVILLE AND ACCO ENGINEERED SYSTEMS, INC., AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3002395); and adopt RESOLUTION NO. 22- 332 APPROVING A CONTRACT PURCHASE AGREEMENT, BY AND

BETWEEN THE CITY OF ROSEVILLE AND MESA ENERGY SYSTEMS,
INC. DBA EMCOR SERVICES MESA ENERGY, AND AUTHORIZING

THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3002398). Staff requests Council approve contract purchase agreements with ACCO Engineering Systems, Inc. and Mesa Energy Systems, Inc. dba Emcor Services Mesa Energy in the amount of $250,000 per contractor to provide Heating, Ventilation and Air Conditioning (HVAC) repair and replacement services on an as-needed basis. These contracts will be utilized to repair and replace aging HVAC systems that fall outside the scope of the City’s current Central Services maintenance contract. (i.e. treatment plant out-buildings, pump and lift stations and well sites.) Funding will be provided from the Environmental Utilities Department’s approved operations budgets.

These agreements would allow four optional renewal years at one-year intervals for a combined $500,000 at the department’s discretion. Staff requests authorization to utilize the optional renewal years of the contracts without further Council approvals until the contracts expire or until City staff determines that continuing with the same vendors is not in the City's best interest.

CC #: 2273
File #: 0203-07
CONTACT: Blaine Wiegel 916-746-1833 [email protected]

7.5. Cirby Creek Bank Stabilization Project - Award of Contract and Budget Adjustment
Memo from Assistant Engineer Joseph Arino and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 22- 357 APPROVING AN AGREEMENT, BY AND BETWEEN THE CITY OF
ROSEVILLE AND B&M BUILDERS, INC., AND AUTHORIZING THE CITY

MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF
ROSEVILLE; and adopt ORDINANCE NO. 6551 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2022-23 BUDGET AND

DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council approval of an agreement with B&M Builders, Inc. for the Cirby Creek Bank Stabilization Project in the amount of $245,465 to 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. Staff also requests approval of a budget adjustment in the amount of $125,000 from the Highway Users Tax Fund to fully fund project construction and provide change order authority of 15% of the contract amount or $36,820. This project is fully funded by $384,000 in Highway Users Tax funds and $20,000 in Gas Tax funds. No General Fund resources will be used for this project.

CC #: 2303
File #: 0900-04 & 0201-01
CONTACT: Joe Arino 916-774-5460 [email protected]

7.6. Custodial Services - Professional Services Agreement Amendment Memo from Administrative Technician Darci Carpenter and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 22-359 APPROVING A SIXTH AMENDMENT TO

PROFESSIONAL SERVICES AGREEMENT, BY AND BETWEEN THE
CITY OF ROSEVILLE AND EMMS, INC. DBA ELITE MAINTENANCE

MANAGEMENT SYSTEMS, AND AUTHORIZING THE CITY MANAGER
TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approval of the sixth amendment with EMMS, Inc. dba Elite Maintenance Management Systems to increase the contract authority by $105,084.11 to a total not-to-exceed amount of $1,170,727.62 for the five-year contract. This is the final optional renewal year for this contract. The contract increase is needed to cover increased cleaning service demand from new and existing facilities. Funding for this amendment is included in the Facility Services Fund budget for FY2022-23.

CC #: 2304
File #: 0800-04
CONTACT: Darci Carpenter 916-774-5702 [email protected]

7.7. Microtransit Services for Roseville Transit - Contract Purchase Agreement Memo from Alternative Transportation Manager Ed Scofield and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 22-349 APPROVING A CONTRACT PURCHASE

AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND
SPARE LABS INC. AND AUTHORIZING THE CITY MANAGER TO
EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3002409).

Staff requests Council approve a contract purchase agreement with Spare Labs, Inc. for the implementation of Microtransit services for Roseville Transit. The three-year contract with Spare Labs Inc. is for a not-to-exceed amount of $130,504. Funding for this project will be covered by a combination of federal pandemic relief funds and Local Transportation Funds. No General Fund resources will be used for this request.

CC #: 2295
File #: 0721
CONTACT: Ed Scofield 916-774-5449 [email protected]

7.8. Cybersecurity Enterprise Endpoint Detection and Response Solution – Contract Purchase Agreement
Memo from Assistant Information Technology Director Jesse Ravera and Chief Information Officer Hong Sae recommending the City Council adopt RESOLUTION NO. 22-360 APPROVING A CONTRACT PURCHASE

AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND
EPLUS TECHNOLOGY INC. AND AUTHORIZING THE CITY MANAGER

TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE
(3002458). Staff requests Council approval of a contract purchase agreement with ePlus Technology Inc. for subscription services for Crowdstrike’s Falcon Enterprise Endpoint Detection and Response Solution. This solution will provide an enterprise endpoint security system that continuously monitors enduser devices to detect and respond to cyber threats like ransomware and malware. The total amount of the agreement of $315,992.56 is included in the Information Technology Replacement Fund budget.

CC #: 2305
File #: 0800-05
CONTACT: Jesse Ravera 916-774-5125 [email protected]

7.9. Managed Relay Utility Interactive Voice Response System - Contract Purchase Agreement
Memo from Utility Billing Operations Manager Andrea Blomquist and Electric Utility Director Dan Beans recommending the City Council adopt RESOLUTION NO. 22-337 APPROVING A CONTRACT PURCHASE

AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND
SELECTRON TECHNOLOGIES INC. AND AUTHORIZING THE CITY

MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF
ROSEVILLE. Staff requests Council approval of a four-year contract purchase agreement with Selectron Technologies, Inc. for a Managed Relay Utility Interactive Voice Response System. The total cost of the four-year contract is $448,432.65. Funding for the first year of the contract of $112,108.16 is included in the FY2022-23 Utility Billing budget in the Electric and Environmental Utilities funds. Future funding will be contingent on the approval of the respective annual budgets.

CC #: 2281
File #: 0800-03
CONTACT: Andrea Blomquist 916-774-5317 [email protected]

7.10.Software Licensing and Managed Services Support - Contract Purchase Agreement and Contract Purchase Agreement Amendment
Memo from Finance Manager List Gist and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 22-353 APPROVING A CONTRACT PURCHASE

AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND

WORKFORCE SOFTWARE, LLC, AND AUTHORIZING THE CITY

MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3002326); and adopt RESOLUTION NO. 22-354 APPROVING
CONTRACT PURCHASE AGREEMENT AMENDMENT #3, BY AND

BETWEEN THE CITY OF ROSEVILLE AND WORKFORCE

SOFTWARE, LLC, AND AUTHORIZING THE CITY MANAGER TO
EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3000521). Staff requests Council approval of a new contract purchase agreement for managed services software support for the City's timekeeping and leave management software, and an amended contract purchase agreement for software licensing with Workforce Software, LLC. The total cost of the first year of managed services support is $87,000. Funding is included in the Finance Department's FY2022-23 budget in the General Fund. The vendor proposal for the managed services agreement allows for a total of five years, including the initial contract year plus four optional renewal years. Staff requests authorization to continue renewing the contract without further Council approvals until the completion of the optional renewal years or until City staff determines that continuing with the same vendor is not in the City's best interest.

CC #: 2299
File #: 0200
CONTACT: Lisa Gist 916-774-5340 [email protected]
Resolutions

7.11.Westfield Galleria Bus Shelter - License Agreement Memo from Alternative Transportation Manager Ed Scofield and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 22-356 APPROVING A LICENSE AGREEMENT, BY

AND BETWEEN THE CITY OF ROSEVILLE AND ROSEVILLE

SHOPPINGTOWN LLC, AND AUTHORIZING THE CITY MANAGER TO
EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approval of the Roseville Transit License Agreement with Roseville Shoppingtown LLC to maintain the existing bus shelters at The Westfield Galleria Mall. There is no fiscal impact with the execution of this License Agreement as the City pays a lump sum as part of the existing contract to maintain Roseville Transit’s bus stops. These stops will be added to their regular cleaning schedule at no additional cost to Roseville.

CC #: 2302
File #: 0721
CONTACT: Ed Scofield 916-774-5449 [email protected]

7.12.Federal Legislative Advocacy Services - Professional Services Agreement Memo from Government Relations Administrator Mark Wolinski and Deputy City Manager Megan Scheid recommending the City Council adopt RESOLUTION NO. 22-352 APPROVING A PROFESSIONAL SERVICES AGREEMENT,

BY AND BETWEEN THE CITY OF ROSEVILLE AND THE FERGUSON

GROUP, LLC, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests
Council approval for a professional services agreement with The Ferguson Group for federal advocacy services. The total cost of the agreement is $90,600. The Agreement was originally executed in 2021 with an initial two-year term, however, only the expenditure for the initial year was approved. Staff requests approval of four (4) additional one (1) years renewal years of the professional services agreement without further City Council approval, provided that the applicable budget is approved by the City Council each year, or until City staff determines that continuing with the same vendor is not in the City’s best interest. The total annual costs for the professional services will not exceed $90,600 per fiscal year and will be included in the Public Affairs and Communication Department's budget for each fiscal year.

CC #: 2298
File #: 0114
CONTACT: Mark Wolinski 916-774-5179 [email protected]

7.13.Citywide East Site Radio Communications Tower - Environmental Clearance and Acquisition and Easement Documents
Memo from Economic Development Analyst Gina McColl, Information Technology Program Manager Karl Grover, Chief Information Officer Hong Sae, and Economic Development Director Melissa Anguiano recommending the City Council adopt RESOLUTION NO. 22-351 ADOPTING THE INITIAL

STUDY/MITIGATED NEGATIVE DECLARATION (IS/MND) AND THE

IS/MND MITIGATION MONITORING AND REPORTING PLAN (MMRP)
FOR THE CITYWIDE EAST SITE RADIO COMMUNICATIONS TOWER;

AND APPROVING AGREEMENTS FOR ACQUISITION OF
PERMANENT AND TEMPORARY EASEMENTS. Staff requests Council adopt the Citywide East Site Radio Communications Tower Initial Study/Mitigated Negative Declaration (IS/MND) and the IS/MND Mitigation Monitoring and Reporting Plan (MMRP), and approve Agreements for Acquisition of Permanent and Temporary Easements. The project site is located at 2001 Strauch Drive and funding for the project was approved in 2015 from the Strategic Improvement Fund (72% allocation) and the Public Facilities Fund (28% allocation). The total cost of the project is anticipated to be $1.5 million dollars. General site maintenance would be included in the annual Information Technology Operations Fund budget.

CC #: 2297
File #: 0800-05
CONTACT: Gina McColl 916-774-5452 [email protected] Karl Grover 916-774-5145 [email protected]

7.14.Sierra Vista Specific Plan KT Phase 2 Public Improvements - Reimbursement Agreement
Memo from Principal Engineer Matthew Todd and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22-350 APPROVING A CITY/DEVELOPER REIMBURSEMENT

AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND

SIERRA VISTA COMMUNITIES, LLC, AND AUTHORIZING THE CITY

MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF
ROSEVILLE. Staff requests Council approval of a reimbursement agreement with Sierra Vista Communities, LLC in the amount of $9,587,155.83 for roadway infrastructure and traffic signal improvements along Baseline Road, Santucci Boulevard, Vista Grande Boulevard, and Westbrook Boulevard, that are within the Sierra Vista Specific Plan and beyond the developer's obligations. The funding sources are the City/County Traffic Mitigation Fund, City 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 #: 2296
File #: 0400-04-12-1
CONTACT: Matthew Todd 916-774-5562 [email protected]

7.15.Sierra Vista Community Facilities District - Phase 7A - Notice of Completion Memo from Construction Inspector Jeremy Knuthson and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22-346 ACCEPTING THE PUBLIC WORK KNOWN
AS SIERRA VISTA CFD – PHASE 7A PROJECT, APPROVING THE
"NOTICE OF COMPLETION", AND AUTHORIZING AND DIRECTING

THE CITY ENGINEER TO EXECUTE SAID NOTICE ON BEHALF OF

THE CITY OF ROSEVILLE, THEREFORE, AND ACCEPTING A

PORTION OF THE DEDICATIONS OFFERED ON THE RECORDED
MAP OF THE SUBDIVISION. The Engineering Division has made final inspection of the project and has found the civil improvement work complete in accordance with the improvement plans and City specifications. This action has no impact to the City's General Fund. Construction costs were paid by the developer.

CC #: 2292
File #: 0400-04-12-1
CONTACT: Jeremy Knuthson 916-223-3859 [email protected]

7.16.Sierra Vista Community Facilities District - Phase 9A - Notice of Completion Memo from Construction Inspector Jeremy Knuthson and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22-347 RESOLUTION OF THE COUNCIL OF THE

CITY OF ROSEVILLE ACCEPTING THE PUBLIC WORK KNOWN AS
SIERRA VISTA CFD – PHASE 9A PROJECT, APPROVING THE
"NOTICE OF COMPLETION", AND AUTHORIZING AND DIRECTING

THE CITY ENGINEER TO EXECUTE SAID NOTICE ON BEHALF OF

THE CITY OF ROSEVILLE, THEREFORE, AND ACCEPTING A

CC #: 2293
File #: 0400-04-12-1
CONTACT: Jeremy Knuthson 916-223-3859 [email protected]

7.17.Sierra Vista Community Facilities District - Phase 10A - Notice of Completion Memo from Construction Inspector Jeremy Knuthson and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22-345 ACCEPTING THE PUBLIC WORK KNOWN
AS Sierra Vista CFD – Phase 10A PROJECT, APPROVING THE "NOTICE OF COMPLETION", AND AUTHORIZING AND DIRECTING THE CITY

ENGINEER TO EXECUTE SAID NOTICE ON BEHALF OF THE CITY OF

ROSEVILLE, THEREFORE, AND ACCEPTING A PORTION OF THE

DEDICATIONS OFFERED ON THE RECORDED MAP OF THE
SUBDIVISION. The Engineering Division has made final inspection of the project and has found the civil improvement work complete in accordance with the improvement plans and City specifications. This action has no impact to the City's General Fund. Construction costs were paid by the developer.

CC #: 2291
File #: 0400-04-12-1
CONTACT: Jeremy Knuthson 916-223-3859 [email protected]

7.18.Sierra Vista - Village JM-21 - Notice of Completion Memo from Construction Inspector Andrew Druck and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22-344 ACCEPTING THE PUBLIC WORK KNOWN AS SIERRA VISTA – VILLAGE JM-21, APPROVING THE "NOTICE OF COMPLETION", AND

AUTHORIZING AND DIRECTING THE CITY ENGINEER TO EXECUTE

SAID NOTICE ON BEHALF OF THE CITY OF ROSEVILLE,

THEREFORE, AND ACCEPTING ALL DEDICATIONS OFFERED ON
THE RECORDED MAP OF THE SUBDIVISION. The Engineering Division has made final inspection of the project and has found the civil improvement work complete in accordance with the improvement plans and City specifications. This action has no impact to the City's General Fund.

Construction costs were paid by the developer.

CC #: 2290
File #: 0400-04-12-1
CONTACT: Andrew Druck 916-223-7577 [email protected]

7.19.West Roseville Specific Plan - Parcel F-55 - Notice of Completion Memo from Construction Inspector Danny Jacobo and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22-339 ACCEPTING THE PUBLIC WORK KNOWN AS Parcel F-55
PROJECT, APPROVING THE "NOTICE OF COMPLETION", AND

AUTHORIZING AND DIRECTING THE CITY ENGINEER TO EXECUTE

SAID NOTICE ON BEHALF OF THE CITY OF ROSEVILLE,

Construction costs were paid by the developer.

CC #: 2283
File #: 0400-04-09-1
CONTACT: Danny Jacobo 916-223-7486 [email protected]

7.20.Sierra Vista - Upland Drive - Segment 4 - Notice of Completion Memo from Construction Inspector Andrew Druck and Development Services Director Mike Isom recommending the City Council adopt RESOLUTION NO. 22-355 ACCEPTING THE PUBLIC WORK KNOWN AS UPLAND DRIVE – SEGMENT 4 PROJECT, APPROVING THE "NOTICE OF
COMPLETION", AND AUTHORIZING AND DIRECTING THE CITY

ENGINEER TO EXECUTE SAID NOTICE ON BEHALF OF THE CITY OF

ROSEVILLE, THEREFORE, AND ACCEPTING A PORTION OF THE

CC #: 2301
File #: 0400-04-12-1
CONTACT: Andrew Druck 916-223-7577 [email protected]

7.21.Maidu Regional Park Soccer Fields Fencing - Grant Agreement Memo from Parks, Recreation & Libraries Manager Jeff Nereson and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt RESOLUTION NO. 22-335 APPROVING A GRANT AGREEMENT, BY

AND BETWEEN THE CITY OF ROSEVILLE AND SOUTH PLACER

COUNTY TOURISM CORPORATION DBA PLACER VALLEY TOURISM,

AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT AND ALL
RELATED FORMS ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests approval of the Grant Agreement between the City and Placer Valley Tourism (PVT) for a project that will add fencing around the Maidu soccer fields at Maidu Regional Park. The grant award is for the amount of $250,000. Project costs that exceed $250,000 will be funded through the City’s General Fund Capital Reserve Fund. Additionally, the City will complete fencing of the Central Park and Crabb Park outfields, up to a match of PVT’s $250,000 for a total of $500,000.

CC #: 2277
File #: 0704-01 & 0214
CONTACT: Jeff Nereson 916-774-5974 [email protected]

7.22.Mahany Tennis Courts Renovation Project - Notice of Completion Memo from Park Development Project Manager Joel De Jong and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt RESOLUTION NO. 22-336 ACCEPTING THE PUBLIC WORK KNOWN

AS THE MAHANY TENNIS COURTS RENOVATION PROJECT,
APPROVING THE “NOTICE OF COMPLETION”, AND AUTHORIZING

THE PARKS, RECREATION AND LIBRARIES DIRECTOR TO EXECUTE SAID NOTICE ON BEHALF OF THE CITY OF ROSEVILLE. The Parks, Recreation & Libraries Department has made final inspection of the Mahany Tennis Courts Renovation Project and has found that all contract work has been completed in accordance with the approved plans and specifications. Funding for the project was provided through FY2020-21 General Fund year-end surplus funds by a budget adjustment approved by Council at the May 18, 2022 meeting. Maintenance of the existing citywide park is provided by the General Fund and will remain unchanged.

CC #: 2280
File #: 0704-01
CONTACT: Joel De Jong 916-774-5924 [email protected]

7.23.Pleasant Grove Wastewater Treatment Plant Expansion and Energy Recovery Projects - Professional Services Agreement Amendment
Memo from Senior Engineer Tracie Mueller and Environmental Utilities Director Richard Plecker recommending the City Council adopt RESOLUTION NO. 22- 341 APPROVING A FIRST AMENDMENT TO PROFESSIONAL

SERVICES AGREEMENT, BY AND BETWEEN THE CITY OF

ROSEVILLE AND BROWN AND CALDWELL, AND AUTHORIZING THE

CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF
ROSEVILLE. Staff requests Council approval of the First Amendment to the Professional Services Agreement with Brown and Caldwell in the amount of $2,615,627 to provide additional construction management services for the Pleasant Grove Wastewater Treatment Plant Expansion and Energy Recovery Projects. The Amendment increases the previous contract amount of $6,389,350 by $2,615,627 for a revised total contract cost of $9,004,977.

Funding for this work is provided under the capital improvement projects for the South Placer Wastewater Authority (SPWA) and has been authorized by the SPWA board.

CC #: 2285
File #: 0800-02 & 0900-02-02-2
CONTACT: Tracie Mueller 916-774-5688 [email protected]

7.24.2021 Power Source Disclosure Reports and 2021 Power Content Labels Memo from Electric Resources Analyst David Siao and Electric Utility Director Dan Beans recommending the City Council adopt RESOLUTION NO. 22-333 APPROVING SUBMISSION OF THE 2021 POWER SOURCE
DISCLOSURE ANNUAL REPORTS AND 2021 POWER CONTENT

LABELS, AND ATTESTATION OF THE VERACITY OF THE ANNUAL
REPORTS. The 2021 Power Source Disclosure Reports and 2021 Power Content Labels are state-mandated reports detailing Roseville Electric Utility’s 2021 energy supply. There is no fiscal impact with the approval of the 2021 Power Source Disclosure Reports and 2021 Power Content Labels.

CC #: 2274
File #: 0800-03
CONTACT: David Siao 916-746-1613 [email protected]
Ordinances (for introduction and adoption - appropriation/urgency measures)

7.25.Police Department Expansion - Professional Design Services Agreement and Budget Adjustment
Memo from Design & Construction Project Manager Rjahja Canlas and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 22-343 APPROVING A PROFESSIONAL DESIGN

SERVICES AGREEMENT, BY AND BETWEEN THE CITY OF
ROSEVILLE AND PBK ARCHITECTS, INC., AND AUTHORIZING THE

CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF
ROSEVILLE; and adopt ORDINANCE NO. 6549 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2022-23 BUDGET AND

DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff has negotiated a fee with PBK to complete the facilities master plan for the Police Department Expansion Project.

The scope of work includes completing a site assessment, preparing site plan design options, preparing a Facilities Master Plan, and providing an estimate of construction cost. The not-to-exceed fee is $117,200. A budget adjustment in the amount of $130,000 is being requested to fully fund the PBK contract and to cover City staff time. The requested amount will come from available resources in the Public Facilities Fund. No General Fund resources are being used.

CC #: 2289
File #: 0900-04 & 0201-01
CONTACT: Rjahja Canlas 916-774-5331 [email protected]

7.26.Fire Station No. 8 - Design-Assist Construction Agreement and Budget Adjustment
Memo from Design & Construction Project Manager Rjahja Canlas and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 22-330 APPROVING A DESIGN-ASSIST

CONSTRUCTION AGREEMENT, BY AND BETWEEN CARTER/KELLY,

INCORPORATED, AND THE CITY OF ROSEVILLE, AND AUTHORIZING

THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE; and adopt ORDINANCE NO. 6545 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2022-23 BUDGET AND DECLARING

THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN
APPROPRIATION MEASURE. This project will construct Fire Station 8 at the intersection of Woodcreek Oaks Blvd and Painted Desert Drive. The total project cost including construction costs, furniture, fixtures, and equipment, design costs, construction soft costs, and a 5% contingency is $14,480,000, of which $900,000 was previously appropriated to the project budget. The requested budget adjustment authorizes a $4,580,000 advance from the General Fund Capital Reserve Fund to the Fire Facilities Fund via an interfund loan and authorizes the appropriation of $13,580,000 from the Fire Facilities Fund to the Fire Station No. 8 capital improvement project. The total amended project budget will be $14,480,000.

CC #: 2272
File #: 0900-05 & 0201-01
CONTACT: Rjahja Canlas 916-774-5740 [email protected]

7.27.Urban Forestry Water Trailer - Budget Adjustment
Memo from Parks, Recreation & Libraries Superintendent Eric Dexter and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt ORDINANCE NO. 6550 AUTHORIZING CERTAIN
AMENDMENTS TO THE FISCAL YEAR 2022-23 BUDGET AND

DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council approval of a budget adjustment to allocate funds from the Native and Non-Native Oak Propagation Funds for the purchase of a portable 725-gallon water trailer in the amount of $11,161. The recommended budget adjustment will provide the funds needed to provide emergency additional watering for declining trees throughout the City by the Open Space and Urban Forestry teams in the Parks, Recreation & Libraries Department. Fund balances in the Native and Non-Native Oak Propagation Funds are sufficient to accommodate this request. There is no impact to the General Fund.

CC #: 2301
File #: 0704-02 & 0201-01
CONTACT: Eric Dexter 916-746-1769 [email protected]

7.28.Adventure Club Modular Facilities - Budget Adjustment and Interfund Loan Memo from Parks, Recreation & Libraries Superintendent Rob Nakamura and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt ORDINANCE NO. 6546 AUTHORIZING CERTAIN
AMENDMENTS TO THE FISCAL YEAR 2022-23 BUDGET AND

DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests approval of a budget adjustment to appropriate $637,500 each into two capital improvement projects and increase an interfund loan by $1,275,000 from the Fleet Replacement Fund to the Youth Development Fund for the purchase and installation of two Adventure Club facilities to provide child care programs at the Westbrook and Rex Fortune Elementary Schools opening in Fall of 2023. This interfund loan is consistent with the Council-approved interfund loan policy.

CC #: 2275
File #: 0704 & 0201-01
CONTACT: Rob Nakamura 916-774-5135 [email protected] Reports / Requests

7.29.HOUSING AUTHORITY/CITY COUNCIL – Quarterly Status Update 2nd Quarter 2022
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 #: 2278
File #: 0709-02-01
CONTACT: Suzi Cook-Turner 916-774-5414 [email protected] Trisha Isom 916-746-1239 [email protected]

END OF CONSENT CALENDAR

8. SPECIAL REQUESTS/REPORTS/PRESENTATION

8.1. Letter of Support for The Gathering Inn's State of California Community Care Expansion Program Funding Application
Memo from Economic Development Director Melissa Anguiano and Assistant City Manager Dion Louthan recommending the City Council provide direction to staff regarding a Letter of Support for The Gathering Inn's application to the California Department of Health Care Services and California Department of Social Services Community Care Expansion program for California Health and Human Services Agency infrastructure funding to establish a 30-bed medical respite center at 300 Elefa Street in Roseville, and if direction is given, to issue such Letter of Support; adopt RESOLUTION NO. 22-348 LETTER IN SUPPORT FOR THE GATHERING INN’S APPLICATION TO THE

CALIFORNIA DEPARTMENT OF HEALTH CARE SERVICES AND

CALIFORNIA DEPARTMENT OF SOCIAL SERVICES COMMUNITY
CARE EXPANSION PROGRAM. Staff is seeking direction from Council regarding a requested letter of support for The Gathering Inn’s application to the California Department of Health Care Services and California Department of Social Services Community Care Expansion program for California Health and Human Services Agency infrastructure funding to establish a 30-bed medical respite center in the City and authorize the Mayor to sign any such letter on behalf of the City. There is no fiscal impact to the City’s General Fund.

CC #: 2294
File #: 0709-05
CONTACT: Melissa Anguiano 916-774-5284 [email protected] Dion Louthan 916-774-5362 [email protected]

8.2. Citywide Strategic Technology Roadmap & Cybersecurity Assessment (Years 2022-2027)
Memo from Chief Information Officer Hong Sae recommending the City Council accept an informational item regarding the Citywide Strategic Technology Roadmap & Cybersecurity Assessment (Years 2022-2027). There is no fiscal impact as a result of this informational report.

CC #: 2271
File #: 0800-05
CONTACT: Hong Sae 916-774-5152 [email protected]

9. ORDINANCES

9.1. Citywide Customer Relationship Management (CRM) Project - Contract Purchase Agreement and Budget Adjustment
Memo from Information Technology Business Systems Analyst Melissa Hernandez and Chief Information Officer Hong Sae recommending the City Council adopt RESOLUTION NO. 22-340 APPROVING A CONTRACT

PURCHASE AGREEMENT, BY AND BETWEEN THE CITY OF
ROSEVILLE AND ROCK SOLID TECHNOLOGY, INC., AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3002485); and adopt ORDINANCE NO. 6548 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2022- 23 BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council approval of a contract purchase agreement with Rock Solid Technology, Inc. to implement the citywide Customer Relationship Management (CRM) software by Rock Solid's OneViewCRM for Dynamics and CitiBot’s Artificial Intelligence Chat Bot programs. Staff recommends Council also delegate authority to the Chief Information Officer to approve additional costs within a 10% contingency during implementation to cover any unanticipated changes. The project cost of $375,595, including the 10% contingency of $34,145, will be funded by the Information Technology (IT) Operations Fund.

The current project budget is $250,000. A budget adjustment of $125,595 is recommended from the IT Operations Fund to fully fund the project. Staff also requests authorization to execute optional yearly renewals without further Council approval for the annual maintenance, contingent on Council approval of the yearly budget. Annual software maintenance fees for year 2 through year 5 averaging approximately $261,242 per year will be budgeted in the IT Operations Fund and allocated to City departments by internal service fund charges. The total cost for the five-year contract is $1,420,563.26.

CC #: 2284
File #: 0800-05 & 0201-01
CONTACT: Melissa Hernandez 916-774-5107 [email protected]

10. APPOINTMENTS

10.1.Unscheduled Vacancy - Parks and Recreation Commission Memo from City Clerk Technician Katrina Six and City Clerk Carmen Avalos recommending the City Council appoint one (1) individual to the Parks & Recreation Commission to a term expiring on December 31, 2022 from the applications received from Renee Borowaik, Casey Mills, Gretchen Montes de Oca, and Kasia Williams.

CC #: 2256
File #: 0103 & 0103-05-02
CONTACT: Katrina Six 916-774-5267 [email protected]

11. COUNCIL REPORTS / PUBLIC COMMENTS

12. ADJOURNMENT

COUNCIL COMMUNICATION
CC #: 2286
File #: 0102-06
Title: Proclamation - Constitution Week, September 17-23, 2022 Contact: Blair Hutchison 916-774-5266 [email protected] Meeting Date: 9/7/2022
Item #: 5.1.

RECOMMENDATION TO COUNCIL
Proclaim September 17 – 23, 2022 as Constitution Week and encourage all citizens to reaffirm the ideals of the Framers of the Constitution by vigilantly protecting the freedoms guaranteed to all through the Constitution of the United States of America.

BACKGROUND
Not applicable.

FISCAL IMPACT
Not applicable.

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

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

Description
Proclamation - Constitution Week September 17-23, 2022

COUNCIL COMMUNICATION
CC #: 2287
File #: 0102-06
Title: Proclamation - Prostate Cancer Awareness Month
Contact: Blair Hutchison 916-774-5266 [email protected] Meeting Date: 9/7/2022
Item #: 5.2.

RECOMMENDATION TO COUNCIL
Proclaim the month of September 2022 as Prostate Cancer Awareness Month and urge residents to acquaint themselves with the issues involved in Prostate Cancer Awareness.

BACKGROUND
Not applicable.

FISCAL IMPACT
Not applicable.

Description
Proclamation - Prostate Cancer Awareness Month

COUNCIL COMMUNICATION
CC #: 2282
File #: 0704-01 & 0201-01
Title:

NC-57 Dog Park Improvements Project, Phase 2 - Award of Contract and Budget Adjustment
Contact: Ken Peterson 916-746-1233 [email protected] Meeting Date: 9/7/2022
Item #: 7.1.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council:
1) Approve the award of a contract with Saenz Landscape Construction Company for $198,859 for the construction of the NC-57 Dog Park; and
2) Adopt a resolution to authorize the City Manager to execute the contract on behalf of the City, and authorize staff to approve changes orders not to exceed 10% of the contract amount; and 3) Adopt an ordinance to approve a budget adjustment in the amount of $62,619.

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 Drive. 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 Phase 2 Improvements include completing all work necessary to open the dog park for public use. Dog park amenities planned include a double fenced and gated entry area, an ADA accessible pathway, a drinking fountain, a dog wash station, a seating bench and planting of various native trees using high efficiency irrigation methods.

Council approved the plans and specifications and authorized the call for bids at the June 1, 2022, meeting. Bids were opened on June 21, 2022 and staff received one bid. The bid results and architect’s estimate are as follows:

Bidder Total Lump Sum Bid
Saenz Landscape Construction Company $198,859
Architect's Estimate $145,000
The Total Lump Sum Bid for the park project includes accepting the entire Base Bid. Staff recommends award of the project to Saenz Landscape Construction Company in the amount of $198,859.

During the course of a construction project, it is common to encounter unanticipated or changed conditions in the field which necessitate additions or other changes to the project and the contract.

Staff requests authorization to approve change order requests in an amount not to exceed 10% (up to $19,886) of the contract price in accordance with the terms and conditions of the contract.

FISCAL IMPACT
To complete the park, the project requires an additional $62,619 in addition to the existing $178,004 currently budgeted in the project, for a grand total of $240,623. The additional funding is needed to cover the increase in costs since the original architect estimate from 2016, as well as soft costs for the project including staff time.

The recommended budget adjustment in the amount of $62,619 using available resources from the North Central Neighborhood Park Fund (Fund 3308) will fully fund the project including soft costs. Ongoing maintenance costs for the NC-57 Dog Park will be provided by the General Fund and is expected to be a minimal expense of approximately $5,000 annually.

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 D - Enhance economic vitality
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, Director, Parks, Recreation & Libraries
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Vicinity Map
Resolution 22-338
Agreement
Ordinance 6547
Budget Adjustment
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 RESOLUTION NO. 22-338

APPROVING AN AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND

SAENZ LANDSCAPE CONSTRUCTION COMPANY, AND AUTHORIZING THE CITY

MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE WHEREAS, an Agreement regarding the NC-57 Dog Park Improvements Project, Phase 2, by and between the City of Roseville and Saenz Landscape Construction Company, has been reviewed by the City Council; and
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said Agreement is hereby approved and 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 , 2022, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR
ATTEST:

City Clerk

ORDINANCE NO. 6547

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

BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY

EFFECTIVE AS AN APPROPRIATION MEASURE
THE CITY OF ROSEVILLE ORDAINS:

SECTION 1. The City of Roseville Annual Budget, Fiscal Year 2022-23, is hereby amended as listed on the attached budget adjustment for the NC-57 Dog Park Improvements Project, Phase 2.

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

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

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

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR
ATTEST:

City Clerk

REQUEST FOR BUDGET ADJUSTMENT
REQUESTER NAME & TITLE: Ken Peterson, Park Development Project Manager FISCAL YEAR: 2022-23 PREPARER NAME & TITLE: Kathy Cullen, Management Analyst II COUNCIL DATE (if applicable): 9/7/22 DEPARTMENT/DIVISION: Parks, Recreation & Libraries ORDINANCE:

EXPENDITURES/EXPENSES/TRANSFERS OUT
BUDGET ($)
Fund Account Center Project Adjustment
3308 6587 84001 400067 62,619
62,619

REVENUES/TRANSFERS IN
BUDGET ($)
Fund Account Center Project Adjustment
-
62,619

FUND BALANCE
BUDGET ($)
Fund Account Center Project Adjustment
3308 (62,619)
(62,619)
Justification for Budget Adjustment:

REQUESTING DEPARTMENT HEAD / DESIGNEE DATE BUDGET MANAGER / DESIGNEE DATE

CHIEF FINANCIAL OFFICER / DESIGNEE DATE CITY MANAGER / DESIGNEE DATE

POSTED BY DATE
Revised: June 24, 2019
TOTAL
TOTAL

ACCOUNT STRING DESCRIPTION
Complete the dog park at NC-57 Park site using available funding from the Neighborhood Park - North Central Roseville SP fund

NET ADJUSTMENT

ACCOUNT STRING DESCRIPTION
Neighborhood Park - North Central Roseville SP fund
REQUIRED APPROVALS:

BUDGET DEPARTMENT USE ONLY:

The Parks, Recreation & Libraries Department is requesting a total of $62,619 to complete the dog park at NC-57. The first phase of the dog park included the installation of the perimeter fencing and was completed in 2016. The dog park is currently not open for public use as it remains incomplete.

The Phase 2 improvements include completing all work necessary to open the dog park for public use. Dog park amenities planned include a double fenced and gated entry area, an ADA accessible pathway, a drinking fountain, a dog wash station, a seating bench and planting of various native trees using high efficiency irrigation methods. To complete the park, the project will require an additional $62,619 in addition to the existing $178,004 currently budgeted in the project for a grand total of $240,623. The additional funding is needed to cover the increase in costs since the original architect estimate from 2016. Funding for this project comes from the fund balance in the Neighborhood Park-North Central Roseville SP fund (3308).

ACCOUNT STRING
TOTAL

DESCRIPTION
7/25/20227:09 PM
1 07/25/2022

COUNCIL COMMUNICATION
CC #: 2279
File #: 0707
Title:

Johnson Pool House Renovation Project - Approval of Plans and Specifications and Authorize Staff to Call for Bids
Contact: Heather Buck 916-774-5254 [email protected] Meeting Date: 9/7/2022
Item #: 7.2.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council approve the plans and specifications for the Johnson Pool House Renovation Project and authorize staff to call for bids.

BACKGROUND
Location and Size
David R. Johnson Pool is located on .47 acres at the intersection of Vernon and D Streets in the Cherry Glen/Theiles Manor neighborhood. The City celebrated the pool's 100th year anniversary in 2021.

Vision Plan
Over the last five years, the City has been addressing accessibility and structural repairs to the facility. Last year, City staff developed a Vision/Master Plan for this facility to ensure that the repairs, upgrades, and programming of the facility fit the community needs, and to develop the phasing, prioritization, cost estimates and schedule for implementation. The Vision Plan includes input from staff about the popularity of this pool as a teaching pool, enhancing the City’s goal to keeping residents water safe and learning how to swim. The main building recently had a mural painted on the exterior to improve aesthetics and the Vision Plan ensures that this remains intact.

Other priorities that were incorporated into the Vision Plan include more shade and a zero depth entry.

This phase of the project includes accessibility/code upgrades to the pool house building. Design of the second and final phase of the Vision Plan is beginning this fall and will include improvements to the pool, deck, equipment room, and associated site work. Staff will return to Council at a later date with this second phase of work for review and approval.

Previous work utilized a Community Development Block Grant for exterior building and exterior ADA improvements including the fencing.

Public Outreach
Public outreach was conducted from December 2020 through June 2021 and included a virtual workshop, an on-site open house, correspondence and meetings with the neighborhood association, and mailed postcards. The information was posted on the City website and included a recording of the virtual meeting for ease of access. Information was also available on-site during the Operation Swim boutique nights in June 2021.

Schedule
This project is the first phase of the Vision Plan and includes American with Disabilities Act upgrades to the men’s and women’s restrooms, storage, and lifeguard/office. Bids are scheduled to be opened in October 2022. Add alternatives, including replacement of the entry vestibule rollup doors and replacement of the entry stairs and ramp, are incorporated should the City receive competitive bids.

Staff plans to return to Council in November 2022 to seek approval to award the project.

Parks & Recreation Commission
The Parks & Recreation Commission was provided a project update on February 1, 2021.

FISCAL IMPACT
Initial funding ($150,000) for the first phase of the project was approved in the FY2020-21 Budget. Additional grant funds ($280,000) are expected to be awarded from the Department of Housing and Urban Development’s (HUD) Community Development Block Grant (CDBG) in September 2022 for a total first phase budget of $430,000 for soft and hard costs.

Ongoing maintenance costs are funded through the Parks, Recreation & Libraries operating budget in the General Fund. There will be no additional maintenance cost as a result of this project.

ENVIRONMENTAL REVIEW
The proposed project involves the minor alteration of an existing facility, the replacement or reconstruction of existing structures and facilities, and the construction of a limited number of small facilities. These activities are categorically exempt from CEQA as Class 1 (Existing Facilities), 2 (Replacement or Reconstruction), and 3 (New Construction or Conversion of Small Structures) Categorical Exemptions (State CEQA Guidelines Section 15301, 15302, and 15303). The Exemption has been prepared and no further CEQA action is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A - Remain fiscally responsible in a changing world Goal B - Support community engagement and advocacy
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,
Heather Buck, Park Development Project Manager
Jill Geller, Director, Parks, Recreation & Libraries
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Vicinity Map
Vision Plan
Plans
Project Manual
Johnson Poolhouse Renovation Project Vicinity Map
Poolhouse Building
(Area of Work)
Johnson Pool
Vernon Street
Douglas Blvd
Riverside Ave.

EXISTING SITE PLAN
1/16" = 1'-0"

JOHNSON POOL MASTER PLAN
SCALE: 12/07/20
SCALE:

JOHNSON POOL MASTER PLAN
1/16" = 1'-0"

PROPOSED MASTER PLAN
11/15/21
PARCEL: 014-021-001-000
100 D STREET
ROSEVILLE, CA 95678
PROJECT ADDRESS:

ASSESSOR'S PARCEL NO.

OWNER:

GOVERNING AGENCY:

SCOPE OF WORK:

GOVERNING CODES:

OCCUPANCY
GROUP:

CONSTRUCTION TYPE:
014-021-001-000

CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678

CITY OF ROSEVILLE
2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA FIRE CODE
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA MECHANICAL CODE
2019 PLUMBING CODE
2019 CALIFORNIA GREEN BUILDING CODE

ACCESSIBILITY UPGRADES TO THE POOL

HOUSE AND RELATED MECHANICAL,

ELECTRICAL AND PLUMBING UPGRADES
B

VB, NON-SPRINKLERED
ALLOWABLE BLDG AREA:

ACTUAL BLDG AREA:

SITE AREA:

NUMBER OF STORIES:

MAX BUILDING HEIGHT:

PARKING:
.4465 ACRES
Parking
Required:

Parking
Provided:

Public: No Requirement
(E) Accessible Parking Spaces:

Total:
1 1
9000 SF PER TABLE 506.2
2,496 SF

ONE STORY

TWO STORIES

ARCHITECTURE

JEFF KATZ ARCHITECTURE
200 E Street
Santa Rosa, CA 95404
(707) 544-3920 / (707) 544-2514 (FAX)
Contact: Jeff Katz, AIA
[email protected]

PLUMBING

CAPITAL ENGINEERING
11020 Sun Center Drive
Rancho Cordova, CA 95670
(916) 851-3500
Contact: Anthony Colacchia
[email protected]

ELECTRICAL

ELEN CONSULTING
9150 Chesapeak Drive, Suite 220
San Diego, CA 92123
(619) 550-1085
Contact: Anton Nathanson
[email protected]
CIVIL

BKF ENGINEERS
980 9th Street
Sacramento, CA 95814
(916) 556-5800
Contact: James McCurdy
[email protected]

STRUCTURAL

ZFA STRUCTURAL ENGINEERS
1212 Fourth Street, Suite Z
Santa Rosa, CA 95404
(707) 526-0992
Contact: Luke Wilson
[email protected]

MECHANICAL

CAPITAL ENGINEERING
11020 Sun Center Drive
Rancho Cordova, CA 95670
(916) 851-3500
Contact: Anthony Colacchia
[email protected]
ADDITIVE ALTERNATES GENERALLY CONSIST OF THE FOLLOWING:

ADDITIVE ALTERNATE #1 - REMOVE EXISTING ENTRY RAMP AND STAIRS AND REPLACE WITH NEW ENTRY RAMP AND STAIRS.

ADDITIVE ALTERNATE #2 - REMOVE TWO EXISTING OVERHEAD DOORS AT ENTRY VESTIBULE AND REPLACE WITH TWO NEW OVERHEAD DOORS.

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FR
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REN. 09/10/21
F
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ST

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C018223
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 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

TITLE SHEET
200702
T-1
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678

PROJECT DATA LEGAL DESCRIPTION

PROJECT TEAM

LOCATION MAP VICINITY MAP

JOHNSON POOL HOUSE REMODEL
100 D STREET, ROSEVILLE, CA 95678

BID ALTERNATES
Not for Construction
For Council Approval
GRID
DETAIL

BUILDING SECTION

WALL TYPE

WINDOW TYPE

DOOR NUMBER

ROOM NUMBER

DATUM POINT

CORNER GUARD

FIRE EXTINGUISHER

CONTINUOUS, UNOBSTRUCTED AND

UNDIMINISHED PATH OF TRAVEL

ROOM NAME

ROOM NUMBER

INTERIOR ELEVATION
CG
FE
123
BUNK
AT LEAST ONE PORTABLE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2A10BC SHALL BE PROVIDED WITHIN 75' MAXIMUM TRAVEL DISTANCE FOR EACH 3,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR (CFC 906, UFC STANDARD 10-1, TITLE 19, SECT. 3.29). SEE PLANS FOR LOCATIONS.

AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 4A2OBC SHALL BE PROVIDED OUTSIDE OF EACH MECHANICAL, ELECTRICAL OR BOILER ROOM. (CFC 906, UFC STANDARD 10-1, TITLE 19, SECT. 3.29). SEE PLANS FOR LOCATIONS.

ANY TIME A BUILDING IS OCCUPIED THE MEANS OF EGRESS SHALL BE ILLUMINATED AT AN INTENSITY OF NOT LESS THEN 1 FOOT-CANDLE AT THE FLOOR LEVEL.

EGRESS ILLUMINATION REQUIRES A SOURCE OF EMERGENCY POWER WHEN THE OCCUPANT LOAD IS 100 OR MORE.

1. 2.

3. 4.

DIMENSIONS SHOWN ON THE FLOOR PLANS, SECTIONS AND DETAILS ARE TO FACE OF

STUDS, COLUMN GRID LINES AND FACE OF CONCRETE AND BLOCK WALLS, UNLESS OTHERWISE NOTED OR SHOWN.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL ITEMS ARE BASE BID UNLESS OTHERWISE NOTED OR SPECIFIED.

ALL DRAIN LINES WITHIN WALLS ARE TO BE WRAPPED IN SOUND INSULATION BATTS.

EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE.

CONTRACTOR SHALL PROVIDE ACCESS PANELS REQUIRED BY THE PLUMBING, AIR CONDITIONING AND OTHER INSTALLERS, AS REQUIRED BY CODE. ANY ACCESS PANEL IN A

FIRE RATED WALL OR CEILING SHALL HAVE THE SAME FIRE RATING AS THE WALL OR CEILING IN WHICH THEY OCCUR.

STRUCTURAL AND FIRE RESISTIVE INTEGRITY SHALL BE MAINTAINED AT PENETRATIONS FOR

MECHANICAL, PLUMBING, ELECTRICAL, AND COMMUNICATIONS PIPE, DUCT AND CONDUIT AS INDICATED.

PROVIDE FIRE BLOCKING AT FLOOR, CEILING AND MID HEIGHT OF WALLS OVER 10'-0".

STUCCO, PLASTER AND GYPSUM BOARD SHALL TERMINATE WITH A "J" MOLDING WHERE THE EDGE IS EXPOSED UNLESS NOTED OR SPECIFIED OTHERWISE.

A FLOOR OR LANDING NOT MORE THE 1/4" BELOW THE THRESHOLD IS REQUIRED AT EACH SIDE OF AN EXIT DOOR.

BRAND OR TRADE NAME, SUBSTITUTIONS OF "EQUALS": REQUESTS FOR SUBSTITUTIONS OF AN ITEM AS AN "EQUAL" TO ANY ITEM INDICATED OR SPECIFIED MUST BE INCLUDED AS A PART OF THE CONTRACTOR'S BID PROPOSAL, AS SPECIFIED IN THE GENERAL CONDITIONS.

WRITTEN DIMENSIONS TAKE PRECEDENCE OVER GRAPHIC SCALE. DO NOT SCALE DRAWINGS.

IT SHOULD BE NOTED THAT WHILE EXISTING UTILITY DRAWINGS ARE AVAILABLE, THERE IS NO ASSURANCE THAT ALL UTILITIES ARE SHOWN. THE CONTRACTOR SHALL PROCEED WITH

CAUTION TO INSURE THAT ALL UTILITIES ENCOUNTERED, WHETHER OR NOT OF RECORD, SHALL BE PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL ALSO TAKE PRECAUTIONS

NECESSARY TO PROTECT HIMSELF AND ALL EMPLOYEES FROM INJURY WHICH MAY BE CAUSED BY CONTACT WITH UTILITY SERVICES.

GYPSUM BOARD FOR FIRE RATED ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH CBC CHAPTER 7.

DOOR HARDWARE SHALL BE LEVER TYPE.

MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS.

FIRE DAMPER ASSEMBLIES, INCLUDING SLEEVES AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION.

INTERIOR FINISHES SHALL COMPLY WITH THE PROVISIONS OF CBC CHAPTER 8.

ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION.

ALL REQUIRED PERMITS MUST BE OBTAINED FROM FIRE PLAN CHECK BEFORE BUILDING IS OCCUPIED.

BUILDING NUMBERS SHALL BE EASILY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.

THE CONSTRUCTION, REMODEL, OR DEMOLITION OF A BUILDING SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY OF ROSEVILLE.

THESE PLANS AND ALL WORK SHALL COMPLY WITH THE CALIFORNIA BUILDING STANDARDS CODE FOUND IN THE STATE OF CALIFORNIA TITLE 24 CCR, AS AMENDED AND ADOPTED BY THE CITY OF ROSEVILLE.

CONTRACTOR SHALL THOROUGHLY COORDINATE ALL TRADES AS REQUIRED TO COMPLETE ALL WORK INDICATED AND NECESSARY FOR THE PROJECT.

CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES AND SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED DURING CONSTRUCTION.

EXIT SIGNS MUST BE INTERNALLY ILLUMINATED (UFC SEC. 1212.4 & CBC SEC.1006).

TWO SEPARATE POWER SUPPLIES SHALL BE PROVIDED FOR EXIT SIGNS PER(CBC SEC. 1006).

THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR SHALL

DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND

SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATION.

CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE

CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND / OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH

POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A

LICENSED LAND SURVEY OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT.

CONTRACTOR SHALL REPLACE IN KIND ANY TRAFFIC SENSORS DAMAGED DURING CONSTRUCTION.

PENETRATION OF FIRE RESISTIVE WALLS, FLOOR - CEILING ASSEMBLIES AND ROOF - CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SECTION 712 AND 713.

NO HAZARDOUS MATERIALS WILL BE USED OR STORED WITHIN THE BUILDING WHICH EXCEED THE QUANTITIES SHOWN ON CBC TABLE 5003.1.1.

WHEN SERVING MORE THAN 100 SPRINKLER HEADS, AUTOMATIC SPRINKLER SYSTEMS SHALL

BE SUPERVISED BY AN APPROVED CENTRAL PROGRAM OR REMOTE STATION SERVICE OR

SHALL BE PROVIDED WITH A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION.

WORK NOT SPECIFICALLY INDICATED OR SPECIFIED BUT WHICH IS REQUIRED FOR THE

COMPLETION OF THE WORK SHALL BE PROVIDED IN THE SAME MANNER AS SIMILAR WORK WHICH IS REQUIRED OR SPECIFIED WITHOUT ADDITIONAL CHARGE.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

21. 22.

23. 24.

25. 26.

27. 28.

29. 30.

31. 32.

33. 34.

35. AND
ANGLE
AT

CENTERLINE

DIAMETER OR ROUND

POUND OR NUMBER

ACOUSTICAL

AREA DRAIN

ADJUSTABLE

AGGREGATE

ALUMINUM

APPROXIMATE

ARCHITECTURAL

ASPHALT
BOARD

BITUMINOUS

BUILDING
BLOCK

BLOCKING
BEAM

BOTTOM OF FRAMING
BOTTOM

CABINET

CATCH BASIN
CEMENT

CERAMIC

CAST-IRON

CONTROL JOINT

CEILING

CAULKING
CLOSET
CLEAR
COLUMN

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

CORRIDOR

COUNTERSUNK

CERAMIC TILE
DOUBLE
DETAIL

DIAMETER

DIMENSION

DISPENSER
DOWN
DRAWER

DOWNSPOUT

DRY STANDPIPE

DRAWING
EAST
EACH

EXPANSION JOINT

ELEVATION

ELECTRICAL

ELEVATION

EMERGENCY

ENCLOSURE
EQUAL

EQUIPMENT

EXISTING

EXPOSED

EXPANSION

EXTERIOR

FIRE ALARM

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FIRE HOSE CABINET
FINISH
FLOOR

FLASHING

FLUORESCENT

FACE OF BLOCK

FACE OF CONCRETE

FACE OF FINISH

FACE OF STUDS

FULL SIZE

FOOT OR FEET

FOOTING

FURRING

FINISHED FLOOR ELEVATION
GAUGE

GALVANIZED

GRAB BAR
GLASS
GRADE
GYPSUM

HOSE BIB

HOLLOW CORE

HARDWOOD

HARDWARE

HOLLOW METAL

HORIZONTAL
HEIGHT
&
L
@
I
#
ACOUS.

A.D.

ADJ.

AGGR.

ALUM.

APPROX.

ARCH.

ASPH.

BD.

BITUM.

BLDG.

BLK.

BLKG.

BM.

B.O.F.

BOT.

CAB.

C.B.

CEM.

CER.

C.I.

CJ
CLG.

CLKG.

CLO.

CLR.

COL.

CONC.

CONN.

CONSTR.

CONT.

CORR.

CTSK.

C.T.

DBL.

DET
DIA.

DIM.

DISP.

DN.

DWR.

DS.

D.S.P.

DWG.

EA.

E.J.

ELE.

ELEC.

ELEV.

EMER.

ENCL.

EQ.

EQPT.

EXST.

EXPO.

EXP.

EXT
F.A.

F.D.

FDN
F.E.

F.E.C.

F.H.C.

FIN.

FL
FLASH
FLUOR.

F.O.B.

F.O.C.

F.O.F.

F.O.S.

F.S.

FT
FTG.

FURR.

F.F.E.

GA.

GALV.

G.B.

GLASS
GR
GYP.

H.B.

H.C.

HDWD.

HDW.

H.M.

HORIZ.

INSIDE DIAMETER

INSULATION

INTERIOR

IRRIGATION
JOINT

LAMINATED

LAVATORY

MAXIMUM

MEDICINE CABINET

MECHANICAL
METAL

MANUFACTURER

MINIMUM

MISCELLANEOUS

MASONRY OPENING

MOUNTED
NORTH

NOT IN CONTRACT

NOT TO SCALE

OVERALL

ON CENTER

OUTSIDE DIAMETER

OPENING

OPPOSITE

PRE-CAST
PLATE

PLASTIC LAMINATE

PLASTER

PLYWOOD
PAIR
POINT

PAPER TOWEL DISPENSER

RECEPTACLE
RADIUS

ROOF DRAIN

REFERENCE

REFRIGERATOR

REINFORCED

REQUIRED
ROOM

ROUGH OPENING

RE-SAWN

REDWOOD

RAIN WATER LEADER
SOUTH

SOLID CORE

SEAT COVER DISPENSER

SCHEDULE

SOAP DISPENSER

SECTION

SHELF OR SHEET
SHOWER

SIMILAR

SPECIFICATION
SQUARE

STAINLESS STEEL

STATION

STANDARD
STEEL

STORAGE

STRUCTURAL

SUSPENDED

SYMMETRICAL

SHEET METAL

TOP OF CURB

TELEPHONE

TERRAZZO

TEMPERED GLASS

TONGUE AND GROOVE
THICK

TOP OF PAVEMENT

TOILET PAPER DISPENSER

TELEVISION

TYPICAL
TOP OF

TOP OF FRAMING

TOP OF MASONRY

TOP OF PLATE

TOP OF ROOF

TOP OF SHEATHING

UNLESS OTHERWISE NOTED
URINAL

VERTICAL

VESTIBULE

VERIFY IN FIELD

PLUMBING VENT THRU ROOF
WEST
WITH

WATER CLOSET
WOOD

WITHOUT

WATERPROOF

WEAKENED PLANE JOINT

WAINSCOT
WEIGHT
I.D.

INSUL.

INT.

IRRIG.

JT.

LAM.

LAV.

MAX.

M.C.

MECH.

MET.

MFR.

MIN.

MISC
M.O.

MTD.

NO.

N.I.C.

N.T.S.

O.A.

O.C.

O.D.

OPNG.

OPP.

PC.

PL.

P.LAM.

PLAS.

PLYWD
PR.

PT.

P.T.DISP.

RECP.

RAD.

R.D.

REF.

REFR.

REINF.

REQ.

RM.

R.O.

RS.

RWD.

R.W.L.

SO.

S.C.

S.C.DISP.

SCHD.

S.DISP.

SECT.

SH.

SHR.

SIM
SPEC.

SQ.

ST.STL.

STA.

STD.

STL.

STOR.

STRUC.

SUSP.

SYM.

S.M.

T.C.

TEL.

TER.

TG
T&G
THK.

T.P.

T.P.DISP.

T.V.

TYP.

T.O.

T.O.F.

T.O.M.

T.O.P.

T.O.R.

T.O.S.

U.O.N.

UR
VERT.

VEST.

V.I.F.

V.T.R.

W
W/
W.C.

WD.

W/O
WP.

WPJ
WSCT
WT.

L
o
C
POOL AREA = 4,250 SF / 15 = 284 POOL USERS
142 MALE POOL USERS / 142 FEMALE POOL USERS
DRINKING FOUNTAINS*
284 OCCUPANTS
1 > 250 OCCUPANTS
2 > 450 OCCUPANTS
3 > 650 OCCUPANTS
2 DRINKING FOUNTAINS REQUIRED, 2 DRINKING FOUNTAINS
PROVIDED. (1 SEPARATE HIGH/LOW FIXTURES, 50% PROVIDED
ACCESSIBLE PER 11B-211.3 OF 2016 CBC
SHOWERS**
284 OCC /50 = 5.7 6 SHOWERS REQUIRED, 9 PROVIDED
WOMENS TOILETS**
142 OCC /60 = 2.4 3 TOILETS REQUIRED, 3 PROVIDED
MENS TOILETS & URINALS**
142 OCC. /75 = 1.9 2 TOILETS/URINALS REQUIRED, 3 PROVIDED LAVATORIES**
284 OCC. /80 = 3.6 4 LAVATORIES REQUIRED, 4 PROVIDED
* CALCULATED PER 3117B OF 2019 CBC
** CALCULATED PER 3116.2 OF 2019 CBC
E
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FR
A
REN. 09/10/21
F
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OF CALI
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C018223
.

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 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

TITLE SHEET
200702
T-2
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
No. Description
T-1 TITLE SHEET
T-2 TITLE SHEET
T-3 ACCESSIBILITY DETAILS
T-4 ACCESSIBILITY DETAILS
T-5 ACCESSIBILITY DETAILS
T-6 SIGNAGE ACCESSIBILITY DETAILS
T-7 SITE ACCESSIBILITY DETAILS
C1.0 EXISTING CONDITIONS
C2.0 DEMOLITION PLAN
C3.0 SURFACE IMPROVEMENTS PLAN
C4.0 GRADING PLAN AND DRAINAGE
C5.0 DETAILS
A0.1 EGRESS PLAN
A1.1 SITE PLAN
A1.2 SITE DETAILS
A2.1 FLOOR PLAN & DEMO FLOOR PLAN
A2.2 DIMENSION PLAN & CURB PLAN
A2.3 REFLECTED CEILING PLAN & ROOF PLAN
A3.1 EXTERIOR ELEVATIONS
A4.1 BUILDING SECTIONS
A4.2 WALL TYPES & CURB DETAILS
A5.1 ENLARGED PLANS & INTERIOR ELEVATIONS
A5.2 ENLARGED PLANS & INTERIOR ELEVATIONS
A5.3 ENLARGED PLANS & INTERIOR ELEVATIONS
A6.1 ROOM FINISH SCHEDULE & DOOR SCHEDULE
A7.1 DETAILS
A7.2 DETAILS
M0.1 MECHANICAL SCHEDULE, NOTES & LEGENDS
M2.1 MECHANICAL FLOOR PLAN
P0.1 PLUMBING SCHEDULE, NOTES & LEGENDS
P0.2 PLUMBING FIXTURE SCHEDULE & DETAILS
P2.1 PLUMBING FLOOR PLAN
E001 LEGEND NOTES AND ABBREVIATIONS
E002 ELECTRICAL TI SPEC NOTES
E003 ELECTRICAL SINGLE LINE DIAGRAM
E101 ELECTRICAL POWER PLAN
E201 LIGHTING FLOOR PLAN
E301 EM LIGHTING PHOTOMETRICS
E501 ELECTRICAL DETAILS
E601 TITLE 24 FORMS
E602 TITLE 24 FORMS
E603 TITLE 24 FORMS
E604 TITLE 24 FORMS

SYMBOLS

ABBREVIATIONS GENERAL NOTES FIRE NOTES SHEET INDEX PLUMBING CALCULATIONS Not for Construction
For Council Approval
36" MAX. (ACCESSIBLE)
38"-43" (STANDING PERSONS)
27"
17"
MAX
40" MAX
40"
44" MAX.
19"
40" MAX

TO REFLECTIVE SURFACE

IF OVER COUNTER

OR LAVATORY
(35" MAX. ELSEWHERE)
SPOUT. SPOUT SHALL BE
LOCATED 15" MIN.

FROM VERTICAL
SUPPORT AND 5" MAX

FROM FRONT EDGE OF

THE UNIT

TOILET TISSUE

PAPER TOWEL DISPENSER

WITH WASTE CONTAINER

PRIVACY
COVERS

DRINKING FOUNTAIN
MIRROR
27" MIN.
36"
40" MAX.

TO HIGHEST OPERABLE PART

HAND DRYER

FINISHED FLOOR
4'-0" MAX

TO HANDLE

BABY CHANGING

STATION
34" MAX.

MIN.

MAX.

MIN.

MIN.
13 1/2"

ENTRANCES AND DOORS
PROVIDE A 30" X 48" CLEAR SPACE AT TELEPHONE. THE CLEAR SPACE MAY INCLUDE KNEE SPACE UNDER THE TELEPHONE.

THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE 48" MAX.

TELEPHONES MOUNTED IN A CORNER THAT REQUIRE WHEELCHAIR USERS TO REACH DIAGONALLY SHALL HAVE THE HIGHEST OPERABLE PART NO HIGHER THAN 48" AFF.

THE CORD FROM THE TELEPHONE TO THE HANDSET SHALL BE AT LEAST 29" LONG.

ALL PUBLIC TELEPHONES SHALL HAVE VOLUME CONTROL AND BE IDENTIFIED WITH

APPROPRIATE SIGNAGE

TELEPHONES SHALL HAVE PUSH-BUTTON CONTROLS WHERE SERVICE FOR SUCH EQUIPMENT IS AVAILABLE. ALL OPERABLE PARTS, INCLUDING BUT NOT LIMITED TO COIN RETURN, SHALL

BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE TO ACTIVATE OPERABLE PARTS SHALL NOT EXCEED 5LBS MAX.

THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17" AND A MAXIMUM OF 19" MEASURED TO THE TOP OF THE TOILET SEAT.

PROVIDE 17" MINIMUM - 18" MAXIMUM FROM THE CENTERLINE OF THE WATER CLOSET TO THE ADJACENT WALL.

TOILET AND URINAL FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE OPEN (WIDE) SIDE OF THE TOILET STALL.

TOILET AND URINAL FLUSH CONTROLS SHALL BE NO MORE THAN 44" ABOVE THE FLOOR.

THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS.

WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR SPACE 30" WIDE BY 48" LONG IN FRONT OF THE URINAL. AT LEAST ONE URINAL WITH 13 1/2" MIN. RIM PROJECTION FROM THE WALL AND A MAXIMUM OF 17" ABOVE THE FLOOR SHALL BE INSTALLED.

AMBULATORY STALLS ARE REQUIRED WHERE 6 OR MORE STALLS ARE PROVIDED WITHIN A

MULTIPLE ACCOMODATION TOILET ROOM OR WHERE THE COMBINATION OF URINALS AND WATER CLOSETS TOTALS SIX OR MORE FIXTURES. AMBULATORY ACCESSIBLE COMPARTMENTS SHALL BE 60" DEEP MIN. AND 35"MIN - 37" MAX WIDE. COMPARTMENT DOORS SHALL NOT SWING INTO THE MINIMUM REQUIRED COMPARTMENT AREA.

A CLEAR FLOOR SPACE 30" WIDE BY 48" LONG SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW FORWARD APPROACH. SUCH CLEAR SPACE SHALL ADJOIN OR

OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE SPACE UNDERNEATH LAVATORY.

LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST 29" FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH 27" MINIMUM KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30" IN WIDTH WITH 8" MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE SAME WIDTH AND A MINIMUM OF 9 INCHES HIGH FROM THE FLOOR AND A MINIMUM OF 17"-19"MAXIMUM DEEP FROM THE FRONT OF THE LAVATORY.

HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.

MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL HAVE BOTTOM OF REFLECTIVE SURFACE 40" MAX. ABOVE FINISHED FLOOR; MIRRORS MOUNTED ELSEWHERE SHALL HAVE BOTTOM EDGE OF REFLECTIVE SURFACE 35" MAX. ABOVE FINISHED FLOOR.

TOP EDGE OF MIRRORS SHOULD BE 74" HIGH TO BE USEABLE BY AMBULATORY PEOPLE,

LOCATE PAPER TOWEL DISPENSERS, SANITARY NAPKIN DISPENSERS, AND WASTE RECEPTACLES WITH ALL OPERABLE PARTS NOT MORE THAN 40" FROM THE FLOOR.

LOCATE TOILET TISSUE DISPENSERS ON THE WALL 7-9" FROM THE FRONT OF THE WATER CLOSET TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 19" MIN. ABOVE FINISHED FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS.

DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINIOUS PAPER FLOW.

DOORS CANNOT SWING INTO THE REQUIRED CLEAR FLOOR SPACE AT ANY FIXTURE OTHER

THAN THE DOOR TO THE ACESSIBLE WATER CLOSET COMPARTMENT, A DOOR, IN ANY POSITION, MAY ENCROACH INTO THE TURNING SPACE BY 12" MAX CLEARANCE AROUND WATER CLOSET SHALL BE 60" WIDE x 56" DEEP PROVIDED IN FRONT OF THE WATER CLOSET, NO OTHER FIXTURES CAN BE LOCATED WITHIN THIS AREA. A MIN. 60" WIDE AND 48" DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET.

SANITARY NAPKIN DISPOSAL UNITS, IF PROVIDED, SHALL COMPLY WITH SECTION 11B-309.4

AND SHALL BE WALL MOUNTED AND LOCATED ON THE SIDE WALL BETWEEN THE REAR WALL

OF THE TOILET AND THE TOILET PAPER DISPENSER, ADJACENT TO THE TOILET PAPER DISPENSER. THE DISPOSAL UNIT SHALL BE LOCATED BELOW THE GRAB BAR WITH THE OPENING OF THE DISPOSAL UNIT 19 INCHES MINIMUM ABOVE THE FINISH FLOOR.

TOILET ROOM FIXTURES AND ACCESSORIES
ALL DOORWAYS LEADING TO SANITARY FACILITIES SHALL HAVE 32" CLEAR, UNOBSTRUCTED OPENINGS.

ALL SINKS, FAUCET CONTROLS, AND OPERATING MECHANISMS SHALL BE OPERABLE WITH

ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS.

LEVER-OPERATED, PUSH TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.

LAVATORIES SHALL BE MOUNTED WITH A MINIMUM DISTANCE OF 18" FROM A WALL OR PARTITION TO THE CENTER OF THE FIXTURE. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM AND/OR COUNTER SURFACE NO HIGHER THAN 34" ABOVE THE FLOOR.

SANITARY FACILITIES (GENERAL)
THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING) SHALL HAVE A SMOOTH UNINTERRUPTED

SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT

CREATING A TRAP OR HAZARDOUS CONDITION WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST. SURFACES ALONG THIS AREA MUST BE WITHIN 1/16" OF THE SAME PLANE AS THE OTHER. CAVITITES CREATED BY KICK PLATES MUST BE CAPPED.

THE MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR EXTERIOR DOORS AND 5 LBS. FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS.

COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY NOT EXCEED 15 LBS.

DOOR CLOSERS REQUIRE AT LEAST 5 SECONDS TO CLOSE FROM AN OPEN POSITION OF 90 DEGREES TO 12 DEGREES FROM THE LATCH

EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORD "EXIT". EACH EXIT DOOR THAT LEADS DIRECTLY TO GRADE-LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP IS IDENTIFIED BY A TACTILE SIGN THAT STATES "EXIT STAIR DOWN," "EXIT RAMP DOWN," "EXIT STAIR UP," OR "EXIT RAMP UP" AS APPROPRIATE. EACH EXIT

DOOR THAT LEADS DIRECTLY TO GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT

ENCLOSURE OR EXIT PASSAGEWAY IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE". EACH ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR

OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE". EACH DOOR THROUGH AN HORIZONTAL EXIT IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "TO EXIT".

VISION LIGHTS MUST HAVE BOTTOM OF AT LEAST ONE GLAZED PANEL LOCATED 43" MAX.

ABOVE FLOOR FINISH.

8. 9.

10. 11.

12. 1.

2. 3.

TELEPHONES

GRAB BARS SHALL BE LOCATED ON ONE SIDE AND THE BACK OF THE PHYSICALLY DISABLED TOILET STALL OR COMPARTMENT AND SHALL BE SECURELY ATTACHED 33" MINIMUM-36"

MAXIMUM, MEASURED TO THE TOP OF GRIPING SURFACE, ABOVE AND PARALLEL TO THE FLOOR.

GRAB BARS AT THE SIDE SHALL BE AT LEAST 42" LONG WITH THE FRONT END POSITIONED 54"MINIMUM FROM THE BACK OF THE STALL AND WITH THE FRONT END POSITIONED 24" MINIMUM IN FRONT OF THE WATER CLOSET. THE SIDE GRAB BAR SHALL BE LOCATED 12" MAXIMUM FROM THE REAR WALL. GRAB BARS AT THE BACK SHALL NOT BE LESS THAN 36" LONG AND SHALL EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12" MINIMUM ON ONE SIDE AND 24"MINIMUM ON THE OTHER SIDE.

THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/4"MIN AND 2" MAXIMUM.

GRAB BARS WITH NON CIRCULAR CROSS SECTIONS SHALL HAVE A CROSS SECTION DIMENSION OF 2" MAXIMUM AND A PERIMETER DIMENSION OF 4" MIN AND 4.8" MAXIMUM.

IF THE GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1-1/2".

GRAB BARS, AND ANY WALL OR OTHER SURFACE ADJACENT TO IT, SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS.

GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.

GRAB BARS SHALL BE DESIGNED TO SUPPORT A 250 POUND FORCE.

NO OBJECT TO BE MOUNTED WITHIN 1 1/2" BELOW OR 12" ABOVE ANY GRAB BAR.

A CLEAR SPACE, MEASURED FROM THE FLOOR TO A HEIGHT OF 27" ABOVE THE FLOOR,

WITHIN THE SANITARY FACILITY ROOM, OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE OF A DIAMETER NOT LESS THAN 60 INCHES, OR A T SHAPED SPACE IN ACCORDANCE WITH 11B-304.3.2 SHALL BE PROVIDED.

CLEARANCE AROUND A WATER CLOSET SHALL BE 60“ MIN. MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56” MIN. MEASURED PERPENDICULAR FROM THE REAR WALL. A 48" LONG CLEAR SPACE IN FRONT OF WATER CLOSET SHALL BE PROVIDED IF THE COMPARTMENT HAS AN END OPENING DOOR (FACING THE WATER CLOSET). A 60" LONG

CLEAR SPACE SHALL BE PROVIDED IN COMPARTMENT WHEN DOOR IS LOCATED AT THE SIDE. GRAB BARS SHALL NOT PROJECT MORE THAN 3" INTO CLEAR SPACE SPECIFIED ABOVE.

WATER CLOSET COMPARTMENT SHALL BE EQUIPPED WITH DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AND A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32" WHEN LOCATED AT THE END, AND 34" WHEN LOCATED AT SIDE, WHEN THE DOOR IS POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION.

EXCEPT FOR DOOR OPENINGS, A CLEAR UNOBSTRUCTED ACCESS NOT LESS THAN 44" SHALL BE PROVIDED TO ALL WATER CLOSET COMPARTMENTS DESIGNED FOR USE BY THE DISABLED.

THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL BE NOT LESS THAN 48" AS MEASURED AT RIGHT ANGLES TO THE COMPARTMENT DOOR IN ITS CLOSED POSITION.

THE WATER CLOSET AND DOOR MANEUVERING CLEARANCE CANNOT OVERLAP IN THE ACCESSIBLE STALL.

STALL DOORS TO BE HINGED 4" MAXIMUM OPPOSITE THE WATER CLOSET FOR FRONT OR SIDE OPENING DOORS.

STALL DOORS CANNOT SWING INTO THE REQUIRED CLEAR AREA AT THE WATER CLOSET.

A DOOR PULL SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH.

MULTIPLE ACCOMMODATION TOILET ROOMS
HANDRAILS AT STAIRWAYS SHALL BE 34" TO 38" ABOVE THE NOSING OF THE TREADS.

HANDRAILS AT THE TOP OF STAIRWAYS SHALL EXTEND A MINIMUM OF 12" OF LEVEL DISTANCE BEYOND THE TOP NOSING. HANDRAILS AT THE BOTTOM OF STAIRWAYS SHALL EXTEND A MINIMUM OF TREAD WIDTH PLUS 12" BEYOND THE BOTTOM NOSING BEFORE THEY ARE RETURNED. AT THE BOTTOM, THE HANDRAIL SHALL CONTINUE TO SLOPE FOR A DISTANCE OF THE WIDTH OF ONE TREAD FROM THE BOTTOM RISER. THE REMAINDER OF THE EXTENSION IS HORIZONTAL (LEVEL).

WHERE THE EXTENSION OF THE HANDRAIL IN THE DIRECTION OF THE STAIR RUN WOULD

CREATE A HAZARD, THE EXTENSION SHALL BE MADE AT RIGHT ANGLES, ON THE FACE OF A RETURNING WALL. WHERE THE STAIRS ARE CONTINUOUS THE HANDRAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING.

HANDRAILS SHALL NOT REDUCE THE REQUIRED WIDTH OF STAIR. WHERE HANDRAIL EXTENSIONS PROTRUDE MORE THAN 4 1/2" INTO AN ADJACENT ROUTE OF TRAVEL, PROVIDE CANE-DETECTABLE RAIL AT 27" ABOVE LANDING.

HANDRAILS SHALL BE CONTINIOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS AND RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS.

STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. EVERY STAIRWAY REQUIRED TO BE MORE THAN 88" IN WIDTH SHALL BE PROVIDED WITH NOT LESS THAN ONE INTERMEDIATE HANDRAIL FOR EACH 88" OF REQUIRED WIDTH. INTERMEDIATE HANDRAILS SHALL BE SPACED APPROXIMATELY EQUALLY WITHIN THE ENTIRE WIDTH OF THE STAIRWAY.

THE UPPER APPROACH AND THE LOWER TREAD OF EACH INTERIOR STAIR SHALL BE MARKED BY A STRIPE OF CLEARLY CONTRASTING COLOR 2" WIDE MINIMUM & 4"WIDE MAXIMUM AND PLACED PARALLEL TO, AND NOT MORE THAN, 1" FROM THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIPE IS TO EXTEND THE FULL WIDTH OF THE STEP. THE STRIPE SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE TREADS OF THE STAIR.

WHERE STAIRS OCCUR OUTSIDE OF A BUILDING, THE UPPER APPROACH AND ALL TREADS SHALL BE MARKED BY A STRIPE OF CLEARLY CONTRASTING COLOR 2" WIDE MIN & 4" WIDE MAX. AND PLACED PARALLEL TO, AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OF LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIPE IS TO EXTEND THE FULL WIDTH OF THE STEP. THE STRIPE SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT AS THE TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.

ALL STAIR TREAD SURFACES SHALL BE SLIP-RESISTANT.

WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL WHICH EXCEED 1/4", AND SHALL BE A MINIMUM OF 48" IN WIDTH.

SURFACE CROSS SLOPES SHALL NOT EXCEED 2%. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 5%.

OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN 1/2" DIAMETER. ENLONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL.

WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL, IT SHALL COMPLY WITH THE PROVISIONS OF RAMPS.

WHEN ABRUPT CHANGES IN LEVEL NOT EXCEEDING 1/2" OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THE 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL (50%), EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL.

ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE EXCEEDING 1/2" SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS AND RAMPS.

WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" x 60" AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48" x 44" DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK.

WALKS SHALL EXTEND A MINIMUM OF 24" TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK.

WALK AND SIDEWALK SURFACES SHALL BE STABLE, FIRM, AND SLIP-RESISTANT.

ABRUPT CHANGES IN LEVEL 4" OR MORE IN A VERTICAL DIMENSION BETWEEN WALKS,

SIDEWALKS OR OTHER PEDESTRIAN WAYS AND ADJACENT SURFACES OR FEATURES SHALL BE IDENTIFIED BY A 6" MIN. HIGH CURB ABOVE WALK SURFACE OR GUARDRAIL W/ 2"-4"

CENTERED HIGH GUIDE RAIL

ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE TO AN ACCESSIBLE ENTRANCE.

SURFACE SLOPES OF PARKING SPACES FOR THE PHYSICALLY DISABLED SHALL NOT EXCEED 1/4 INCH PER FOOT (2% GRADIENT) IN ANY DIRECTION.

DISABLED PARKING SPACES SHALL BE LOCATED SO AS NOT TO REQUIRE USERS TO WHEEL

OR WALK BEHIND ANY OTHER NON-DISABLED OR DISABLED PARKING SPACE, OTHER THAN TO PASS BEHIND THE PARKING SPACE IN WHICH THEY PARKED.

IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO

PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF ADJACENT ACCESSIBLE ROUTES.

PARKING SPACES RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A

REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE

FROM EACH STALL OR SPACE, CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT, IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70" IN AREA AND, WHEN IN THE PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80" FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. WHEN NOT IN THE PATH OF TRAVEL SIGNS MAY ALSO BE ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MIN. HEIGHT OF 60" FROM THE PARKING

SPACE FINISHED GRADE, GROUND, OR SIDEWALK MEASURED TO THE BOTTOM OF THE SIGN.

ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THE ISA SHALL STATE "MINIMUM FINE $250"
VAN ACCESSIBLE SPACES SHOULD BE IDENTIFIED WITH THE ADDITIONAL WORDS "VAN ACCESSIBLE" ON THE SPACE IDENTIFICATION SIGN. ONE IN EVERY SIX ACCESSIBLE SPACES, BUT NEVER LESS THAN ONE, MUST BE VAN ACCESSIBLE.

OBJECTS WITH LEADING EDGES BETWEEN 27" AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO CIRCULATION PATH.

OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27" ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT.

OBJECTS MOUNTED ON POSTS / PYLONS MAY OVERHANG 12" MAXIMUM FROM 27" TO 80" ABOVE THE GROUND OR FINISHED FLOOR.

PROTRUDING OBJECTS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE.

ANY OBSTRUCTION OVERHANGING A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80" ABOVE THE WALKING SURFACE AS MEASURED TO THE BOTTOM OF THE OBSTRUCTION.

GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE IS LESS THAN 80". SUCH GUARDRAILS SHALL BE LOCATED 27" MAX ABOVE FINISHED FLOOR.

WALKS AND SIDEWALKS

PARKING
RAMPS

HANDRAILS ON STAIRS

HAZARDS AND PROTRUDING OBJECTS

MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMMODATE A SINGLE, STATIONARY WHEELCHAIR AND OCCUPANT IS 30" x 48". MINIMUM CLEAR FLOOR OR

GROUND SPACE FOR WHEELCHAIRS MAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OBJECT. FLOOR OR GROUND SPACE FOR WHEEL CHAIRS MAY BE PART OF THE KNEE SPACE AND TOE CLEARANCE REQUIRED UNDER SOME OBJECTS. ONE

FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR SPACE.

ALCOVES ARE TO BE 60" WIDE WHEN GREATER THAN 15" DEEP.

PROVIDE AN ADDITIONAL 6" WIDTH ON ONE SIDE FOR ALCOVES GREATER THAN 24" DEEP AND DESIGNED FOR FRONT APPROACH.

CLEAR FLOOR SPACE FOR WHEELCHAIRS

1. 2.

3. STAIRS AND STAIRWAYS

GRAB BARS

HIGHEST OPERABLE PART OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED NO LESS THAN 42" AND NOT MORE THAN 48" MEASURED VERTICALLY FROM ABOVE THE

LEVEL OF THE ADJACENT FLOOR, WORKING PLATFORM, GROUND SURFACE, OR

SIDEWALK TO THE HIGHEST POINT OF THE ACTIVATING HANDLE OR LEVER OF THE BOTTOM.

INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS. THE SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE ON BLUE BACKGROUND.

THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595C.

ALL CONTROLS TO BE 15" MIN. TO 48" MAX., REGARDLESS OF APPROACH. WHERE A HIGH

FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND

BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE MAX. HIGH FORWARD REACH SHALL BE 48" MAX WHERE THE REACH DEPTH IS 20"MAX. WHERE THE REACH DEPTH EXCEEDS 20" THE HIGH FORWARD REACH SHALL BE 44" MAX. AND THE REACH DEPTH SHALL BE 25" MAX. WHERE A

CLEAR FLOOR SPACE ALLOWS FOR A PARALLEL APPROACH AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION THE HEIGHT OF THE OBSTRUCTION SHALL BE 34" MAX AND THE DEPTH SHALL BE 24" MAX. THE HIGH SIDE REACH SHALL BE 48" MAX FOR A REACH DEPTH OF 10" MAX. WHERE THE REACH DEPTH EXCEEDS 10" THE HIGH SIDE REACH SHALL BE 46" MAX WITH A REACH DEPTH OF 24" MAX.

ACCESSIBLE PORTIONS OF SERVICE COUNTERS TO BE 28"-34" HIGH, 36" MIN. WIDE AND MUST EXTEND THE SAME DEPTH AS THE ADJACENT COUNTERSPACE.

WHERE LOCKERS ARE PROVIDED FOR THE PUBLIC, AT LEAST 5% BUT NO FEWER THAN 1 OF EACH TYPE SHALL BE ACCESSIBLE.

ALL RAMPS USED AS EXITS AND ANY PATH OF TRAVEL HAVING A SLOPE GREATER THAN 1:20 SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION. RAMPS SHALL HAVE THE LEAST POSSIBLE SLOPE.

PEDESTRIAN RAMPS SHALL HAVE A MINIMUM WIDTH OF 48". RAMPS SERVING AN OCCUPANCY LOAD GREATER THAN 300 SHALL HAVE A MINIMUM WIDTH OF 60".

ALL RAMPS IN AREAS ACCESSIBLE TO PERSONS WITH DISABILITIES ON A PATH OF TRAVEL OR SERVING EXITS SHALL HAVE A 1:12 MAXIMUM SLOPE WITH CROSS SLOPES NO GREATER THAN 1:50. LANDINGS NOT TO EXCEED 1:50 IN ANY DIRECTION.

INTERMEDIATE LANDINGS OCCURRING AT NO DIRECTION CHANGE TO BE 60" LONG, RAMPS W/ INTERMEDIATE LANDING < OR EQUAL TO 30 DEGREES SHALL BE OF 60" LENGTH AND 60" WIDTH. INTERMEDIATE LANDINGS OCCURRING AT > EQUAL TO 30 DEGREES SHALL BE OF 72" LENGTH AND 60" WIDTH.

THE LEVEL LANDING WIDTH OF ANY RAMP SHALL EXTEND 24" PAST THE STRIKE EDGE OF ANY EXTERIOR DOOR OR GATE.

DOORS STANDING IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP TO LESS THAN 42" OR THE REQUIRED WIDTH BY MORE THAN 3".

HANDRAILS ARE REQUIRED ON RAMPS WHEN THE SLOPE EXCEEDS 1:20 (5%). HANDRAILS AT

RAMPS SHALL RUN ALONG BOTH SIDES OF A RAMP, BE CONTINUOUS THE FULL LENGTH, AND EXTENSIONS AT THE TOP AND BOTTOM OF THE RAMP SHALL BE 12" MIN.

THE HANDRAIL GRIP SURFACE AT RAMPS SHALL BE MOUNTED BETWEEN 34" AND 38" ABOVE THE RAMP SURFACE.

ALL HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS.

ALL HANDRAILS PROJECTED FROM A WALL SHALL BE MOUNTED WITH A MINIMUM 1-1/2 INCHES BETWEEN THE WALL AND THE HANDRAIL.

THE HAND GRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1-1/4" NOR MORE THAN 2" IN CROSS-SECTIONAL DIMENSION OR SHAPE AND SHALL PROVIDE AN EQUIVALENT SMOOTH GRIPPING SURFACE WITH NO SHARP CORNERS. HANDRAIL GRIPPING SURFACES WITH A NON-CIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 4"MIN.

AND 6 1/4" MAX. AND A CROSS SECTION DIMENSION OF 2 1/4" MAX.

HANDRAILS CANNOT PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE RAMP MORE THAN 3 1/2" FROM EACH SIDE OF THE RAMP AT THE HANDRAIL HEIGHT.

ALL PRIMARY ENTRANCES AND EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO THE PHYSICALLY DISABLED.

ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH ONE STANDARD INTERNATIONAL

SYMBOL OF ACCESSIBILITY SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS IDENTIFYING

THE LOCATION OF NEAREST ACCESSIBLE ENTRANCE, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS.

EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 36 INCHES IN WIDTH, AND NOT LESS THAN 80" IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE MOUNTED SO THAT THE CLEAR WIDTH OF THE DOORWAY IS NOT LESS THAN 32".

LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A

PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE,

PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE

PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP, PINCH OR TWIST THE OPENING HARDWARE AND MUST BE OPERABLE WITH ONE HAND.

THE OPERABLE PARTS OF LEVER HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE MOUNTED BETWEEN 34" MINIMUM AND 44" MAXIMUM ABOVE THE FLOOR AND NOT REQUIRE MORE THAN 5 POUNDS OF FORCE TO OPERATE.

THE FLOOR OR LANDING LENGTH ON EACH SIDE OF AN ENTRANCE OR A PASSAGE DOOR SHALL BE LEVEL AND CLEAR AT LEAST 60" IN THE DIRECTION OF THE DOOR SWING AND AT LEAST 48" OPPOSITE THE DIRECTION OF THE DOOR SWING AS MEASURED AT RIGHT ANGLES TO THE FACE OF THE DOOR IN THE CLOSED POSITION. THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE WHICH THE DOOR SWINGS SHALL EXTEND A MINIMUM OF 24" PAST THE STRIKE EDGE OF THE DOOR FOR DOORS WITH LATCH SIDE APPROACH AND 36" FOR DOORS REQUIRING HINGE SIDE APPROACH. REFER TO DETAIL B3 ON THIS DRAWING FOR ADDITIONAL CLEARANCE REQUIREMENTS.

THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2.

1. 2.

3. 4.

5. 1.

2. 3.

4. 5.

6. 7.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

1. 2.

3. 4.

5. 6.

7. 1.

2. 3.

4. 1.

2. 3.

4. 5.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

1. 2.

3. 4.

5. 6.

7. 8.

1. 2.

3. 4.

5. 6.

7. 1.

2. 3.

4. 5.

6. 3.

4. 5.

6. 7.

BASELINE OF THE HIGHEST LINE OF RAISED CHARACTER TO BE 60" MAXIMUM AND BASELINE OF THE LOWEST BRAILLE CELLS TO BE 48" MINIMUM ABOVE FINISHED FLOOR.

TACTILE ROOM IDENTIFICATION SIGNS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18" MIN. x 18" MIN. CENTERED ON SIGN IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING.

SIGNAGE

1. 2.

ADDITIONAL REQUIREMENTS

THE TOP OF THE BOX OF THE OPERATING HANDLE OF SWITCHES INTENDED TO BE USED BY

OCCUPANTS OF A ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS,

APPLIANCES, OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL COMPLY WITH SECTION 11B-308 EXCEPT THE LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX.

ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL COMPLY WITH SECTION 11B-308 EXCEPT

THE LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX.

1. 2.
*

PROVIDE THIS

ADDITIONAL

SPACE IF DOOR IS

EQUIPPED WITH

BOTH A LATCH

AND A CLOSER
18" MIN. CLR
INT. DOORS
24" MIN. CLR
EXT. DOORS
MIN.
48" 60"
MIN.

CLEAR, LEVEL

FLOOR SPACE

1.5% MAX SLOPE
IN ANY

DIRECTION

PUSH SIDE

PULL SIDE
MIN.

FRONT APPROACH
12"

HINGE SIDE APPROACH
MIN.
54"
MIN.
36"

LATCH SIDE APPROACH
MIN. MIN.
60" 44"

PUSH SIDE

PULL SIDE
MIN. MIN.
60"
MIN.
44"
24"

PUSH SIDE

PULL SIDE
*
48" MIN. WHEN

DOOR HAS A

LATCH &
CLOSER
MIN.
24"
48" MIN. WHEN

DOOR HAS A
22" MIN. CLOSER

CLEAR, LEVEL

FLOOR SPACE

1.5% MAX SLOPE

CLEAR, LEVEL

FLOOR SPACE

1.5% MAX SLOPE
17"-19"
24" MIN.
42" MIN. GRAB BAR
54" MIN.
7" - 9"
12"
MAX.

MOUNT TOILET PAPER DISPENSER WITHIN 7-9" OF SEAT FRONT TO CENTERLINE AND 19" MIN AFF. ALLOW AT LEAST 1 1/2" CLEAR BELOW GRAB BAR.

PROVIDE FLUSH CONTROLS ON WIDE SIDE OF TOILET.

FLUSH CONTROLS SHALL NOT OBSTRUCT GRAB BARS WITHIN 1 1/2" BELOW OR 12" ABOVE.

FLUSH CONTROLS SHALL NOT REQUIRE GRASPING, PINCHING OR TWISTING TO OPERATE AND SHALL NOT REQUIRE GREATER THAN 5# OF FORCE.

FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND.

FAUCET CONTROLS SHALL NOT REQUIRE GRASPING, PINCHING OR TWISTING TO OPERATE AND SHALL NOT REQUIRE GREATER THAN 5# OF FORCE.

SELF CLOSING FAUCET VALVES SHALL REMAIN OPEN FOR A MIN OF 10 SECONDS.

RESTROOM ACCESSORIES - HIGHEST OPERABLE PART SHALL BE 40" MAX. AFF.

PROVIDE 5/8" U-SHAPED HANDLE ON INSIDE AND OUTSIDE OF TOILET COMPARTMENT DOOR NEAR THE LATCH.

COMPARTMENTS SHALL BE ARRANGED FOR LEFT-HAND OR RIGHT-HAND

APPROACH TO THE WATER CLOSET
33" -36" TO TOP
19"
MIN.

TOILET PAPER
HOLDER

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

FINISHED FLOOR
NOTES

GRAB BAR
42" MIN.
60" MIN.
32" MIN.
42" MIN.

CENTERLINE OF ROLL

PAPER HOLDER

WITHOUT STOPS
7"-9"
60" MIN. MANEUVERING SPACE
42" MIN.
54" MIN.
6" MAX12"
17" MIN
MAX.

WALL, LAVATORY, OR

TOILET PARTITION
(WHERE OCCURS)

CONTROLS FOR

WATER CLOSETS SHALL

BE ON THE OPEN SIDE
CLR. OPENING
2'-10"
24" MIN
48" MIN.

WHEN DOOR SWINGS IN
18" MIN
FOR 60"
DEEP
36" MIN.
12" MIN. 24" MIN.
4" MAX. AT TOILET

COMPARTMENT
WITHIN A MULTIACCOMMODATION

FACILITY
18" MAX

ALTERNATE DOOR

LOCATION, FOR SIDE

OPENING DOOR,
SEE
T-4
C3
MIN.
1 1/2" .
95" MIN. FOR FLOOR MOUNTED TOILETS, WHEN DOOR SWINGS IN 92" MIN. FOR WALL MOUNTED TOILETS, WHEN DOOR SWINGS IN
36 MIN.

WHEN DOOR

SWINGS IN

DOOR PERMITTED

TO SWING OVER

HATCHED

PORTION OF

MANEUVERING
SPACE
E
E
K
C
I
FR
A
REN. 09/10/21
F
E AT
ST

OF CALI
L
FEJ
C018223
.

O
IANR
ATZ
T
NS EC
Y
ED ARC
T HI
 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

ACCESSIBILITY

DETAILS
200702
T-3
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
T-3 SCALE: 3/4" = 1'-0"
A3 MOUNTING HEIGHT REQUIREMENTS
T-3 SCALE: 1/8" = 1'-0"
D1 DISABLED ACCESS REQUIREMENTS
T-3 SCALE: 1/2" = 1'-0"
B3 REQUIRED CLEARANCES
T-3 SCALE: 1" = 1'-0"
D3 RESTROOM CLEARANCES
Not for Construction
For Council Approval

A U-SHAPED HANDLE
NOTE:

THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOORS TO ACCESSIBLE STALLS MUST BE EQUIPPED WITH A LOOP OR U-SHAPED HANDLE NEAR THE LATCH. THE

LATCH MUST BE FLIP-OVER STYLE, SLIDING OR OTHER HARDWARE OPERABLE

W/ONE HAND AND NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING

TO OPERATE

B LOOP HANDLE
34" MIN
44" MAX
NOTES:

1. 2.

3. 4.

5. 6.

DOORS TO THE ACCESSIBLE WATER, CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A SELF CLOSING DEVICE.

IF STANDARD COMPARTMENTS ARE USED, PROVIDE SELF CLOSING DEVICES. IF NON-STANDARD COMPARTMENT DOORS ARE USED, PROVIDE CLEARANCE AT THE STRIKE EDGE.

REQUIRED CLEAR OPENINGS FOR ACCESSIBLE STALL DOORS ARE AS FOLLOWS - SIDE ENTRY 34" CLEAR MIN - END ENTRY 32" CLEAR MIN.

PROVIDE 18x60 DOOR MANEUVERING CLEARANCE ON OUTSWINGING STALL DOORS.

U-SHAPED HARDWARE TO BE PROVIDED ON BOTH SIDES OF THE DOOR NEAR THE LATCH.

STALL DOOR CANNOT SWING INTO THE REQUIRED CLEAR FLOOR SPACE AT THE WATER CLOSET.

PILASTER
DOOR

HEADRAIL
FIN. FLOOR
9" MIN
CLR

SEE PLAN FOR HINGE SIDE
17"-18"
33"-36"
TO TOP
12"
MIN
36" MIN
12"
MIN
6"
MAX
24" MIN
19" MIN.
7"-9"
36" MAX
12" 42" MIN
MAX
54" MIN.
17" TO
19"
33"-36"
TO TOP
NOTES:

1. THE CONTROLS FOR THE FLUSH VALVE SHALL BE:

A. OPERABLE WITH ONE HAND.

B. NOT REQUIRE TIGHT GRASPING, PINCHING OR TWIST OF THE WRIST.

C. BE MOUNTED ON THE WIDE SIDE OF THE TOILET.

D. BE MOUNTED AT 44" A.F.F. MAXIMUM
E. ACTIVATED WITH A FORCE OF LESS THAN OR EQUAL TO 5 LBS.

F. ALLOW 1 1/2" CLEAR BELOW THE GRAB BAR TOPPING AND 12" CLEAR ABOVE GRAB BAR.

FINISH SURFACE OF

WALL OR PARTITION

TOILET PAPER

HOLDER W/O STOPS

A FRONT VIEW B SIDE VIEW
MIRROR

SOLID SURFACE

BACKSPLASH
& COUNTERTOP

BLOCKING
COUNTER MTD.

LAVATORY

INSULATE ALL

EXPOSED PIPING

NO SHARP OR

ABRASIVE

ELEMENTS UNDER

LAVATORY (COVER

ANGLE STOPS)

ROLLED EDGE
34" MAX. TO

HIGHEST
5"
MAX.
8"
MIN
17"
MIN
6"
MAX
9"
MIN
NOTE:

1. THE ACCESSIBLE LAVATORIES SHALL COMPLY WITH THE FOLLOWING:

A. THE FAUCETS CONTROLS, AND OPERATING MECHANISM ARE:

1. THE TYPE WHICH DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST & BE OPERABLE W/ONE HAND.

2. HAS AN OPERATING FORCE OF LESS THAN OR EQUAL TO 5 LBS.

B. IF SELF-CLOSING VALVES ARE USED, THEY SHALL REMAIN OPEN FOR GREATER THAN 10 SECONDS.

C. CLEAR FLOOR SPACE NOT TO EXTEND MORE THAN 19" UNDER LAVATORY.

EDGE OF

COUNTER

OR LAV RIM
29" MIN.
25" MAX.
17" MIN.
27" MIN.

ADJACENT
WALL
CLEAR
FLOOR
SPACE
30" MIN.
48" MIN.
19" MAX.
17" MIN.
18" MIN.
60" MIN. CLR
36" MIN
17"
MIN-18"
MAX
6"
MAX
12"
MAX
42" MIN.
24" MIN. CLR
32" MIN. CLR
42" MIN. CLR
36" MIN. CLR

WHEN DOOR SWINGS IN
34" MIN. CLR
60" MIN.
54" MIN.
4"
MAX
59" CLR WITH

FLOOR-MOUNTED TOILET
56" CLR WITH WALL-HUNG TOILET

WITH INSWING DOOR
+ 18" MIN
FOR 60" DEEP
C4-B
42" MIN
T-4
C4-A
T-4
B1
T-4
24" MIN 12" MIN
6" MAX.

TOE

CLEARANCE
8" MIN.

KNEE

CLEARANCE
17"
MIN
34" MAX
29" MIN
27" MIN
MIRROR
WALL

INSULATE ALL

EXPOSED PIPING

NO SHARP OR

ABRASIVE

ELEMENTS UNDER

LAVATORY (COVER

ANGLE STOPS)
NOTE:

1. THE ACCESSIBLE LAVATORIES SHALL COMPLY WITH THE FOLLOWING:

A. THE FAUCETS CONTROLS, AND OPERATING MECHANISM ARE:

1. THE TYPE WHICH DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.

2. HAS AN OPERATING FORCE OF LESS THAN OR EQUAL TO 5 LBS.

3. BE OPERABLE WITH ONE HAND
B. IF SELF-CLOSING VALVES ARE USED, THEY SHALL REMAIN OPEN FOR GREATER THAN 10

SECONDS
9"
MIN

ADJACENT
WALL
CLEAR
FLOOR
SPACE
30" MIN.
48" MIN.
19" MAX.
17" MIN.
18" MIN.
60" MIN.

CLEAR

FLOOR SPACE

FOLDING
SEAT,
SEE
CL
1/2" MAX. THRESHOLD,
WITH MAX. 1:2 SLOPE

SIDE / SEAT WALL

BACK / CONTROL WALL

FACE OF FINISH
30" MIN.
36" MIN.
19" MIN.- 27" MAX.

CENTERLINE OF
CONTROLS OR HANDHELD SPRAYER

MOUNTING BRACKET
60" MIN. FACE OF FINISH

SIDE WALL

FOR SHOWER ELEVATION,

REFERENCE
T-4
A4
1" - 1 1/2"
1" - 1 1/2"
1/4" MAX. GRATE

OPENINGS, DRAINS

TO BE FLUSH WITH

FLOOR SURFACE
T-4
A2

BACK / CONTROL WALL

SINGLE LEVER MIXING

VALVE CONTROL
L
18"
33"-36" TO TOP

FOLDING SEAT
C
39"-41"

MOUNTING BRACKET
48" MAX TO TOP OF
27" MAX.

MAX 1:50 (2%) SLOPE IN ANY DIRECTION

FLEXIBLE HAND-HELD SPRAYER UNIT WITH
HOSE AT LEAST 59" LONG THAT CAN BE

USED BOTH AS A FIXED SHOWER HEAD AND

AS A HAND-HELD SHOWER
19" MIN.
27" MAX.

OF CONTROLS
48" MAX TO TOP
2 1/2" MAX
1" - 1 1/2"

FOR SHOWER ELEVATIONS,

REFERENCE
24" MIN. 36" MIN.

FACE OF FINISH
60" MIN.

FACE OF FINISH
36"
19" MIN.

FRONT / SEAT WALL

FOLDING

SEAT, SEE
CL
27" MAX.

SIDE / CONTROL WALL
CENTERLINE OF HANDHELD SPRAYER

MOUNTING BRACKET
1/2" MAX. THRESHOLD,
WITH MAX. 1:2 SLOPE

SIDE WALL

BACK WALL
T-4
B4
1/4" MAX. GRATE

OPENINGS,

DRAINS TO BE

FLUSH WITH

FLOOR SURFACE
T-4
A2
18"18"

MOUNTING BRACKET
48" MAX TO TOP OF
18"
33"-36" TO TOP

OPENING
3'-0" CLR

FOLDING
SEAT

SIDE / CONTROL WALL
CL
39"-41"
19" MIN.

SINGLE LEVER

MIXING VALVE

CONTROL
FRONT / SEAT WALL MAX 1:50 (2%) SLOPE

IN ANY DIRECTION

FLEXIBLE HAND-HELD

SPRAYER UNIT WITH
HOSE AT LEAST 59"

LONG THAT CAN BE

USED BOTH AS A

FIXED SHOWER HEAD
AND AS A HANDHELD SHOWER
27" MAX.

OF CONTROLS
48" MAX TO TOP
.
34"
MAX.

MAXIMUM HEIGHT

TO COUNTER OR RIM
.
27" MIN.

MINIMUM HEIGHT

OF KNEE

CLEARANCE AT
SINK
MINIMUM 30" X 48"

CLEAR SPACE FOR

FRONT APPROACH
.
19" ABSOLUTE DEPTH OF

KNEE / TOE CLEARANCE
.
6-1/2" MAX.

DEPTH OF SINK
.
27" MIN.

MINIMUM 30" X 48" CLEAR
SPACE FOR FRONT APPROACH.

CLEAR FLOOR SPACE ADJOINS
AN ACCESSIBLE ROUTE.
.
19"
MIN.
. TABLE OR COUNTER
HEIGHT:
28" MIN. TO
34" MAX.
30" MIN.

NOTES:

1. WHERE FOOD OR DRINK IS SERVED AT COUNTERS EXCEEDING 34" IN HEIGHT FOR CONSUMPTION BY CUSTOMERS SEATED OR STANDING AT THE COUNTER, A PORTION OF THE MAIN COUNTER WHICH IS 60" MINIMUM IN LENGTH SHALL BE PROVIDED.

2. WHEN A PARALLEL APPROACH IS PROVIDED KNEE CLEARANCE IS NOT REQUIRED.

3. PARALLEL APPROACH IS ALLOWED AT SALES AND SERVICES COUNTERS, NOT DINING AND WORK SURFACES. SEE
T-4
D3
PROVIDE MINIMUM 27"
HIGH, 30" WIDE, 19" DEEP

KNEE CLEARANCE AT

FORWARD APPROACH (NOT

REQUIRED AT PARALLEL

APPROACH)
34" MAX.

HEIGHT

WHERE A SINGLE COUNTER

CONTAINS MORE THAN ONE

TRANSACTION STATION, SUCH

AS (BUT NOT LIMITED TO) A

BANK COUNTER WITH MULTIPLE

TELLER WINDOWS OR RETAIL

SALES COUNTER WITH MULTIPLE

CASH REGISTER STATIONS, AT
LEAST 5 PERCENT (5%), BUT

NEVER LESS THAN ONE, OF

EACH TYPE OF STATION SHALL BE

LOCATED AT A SECTION OF
COUNTER THAT IS AT LEAST 36"

LONG AND NO MORE THAN
28"-34" HIGH
.
36" MIN. WIDTH
48" MIN.
30" MIN.

THE ACCESSIBLE COUNTERS SHALL BE THE SAME DEPTH AS STANDARD COUNTERS

PARALLEL APPROACH IS NOT ALLOWED AT DINING AND WORK SURFACES NOTE:

1. 2.

MINIMUM 48" X 3-" CLEAR SPACE FOR
PARALLEL APPROACH. CLEAR FLOOR
SPACE ADJOINS AN ACCESSIBLE ROUTE.

MIN.
60" TURNING SPACE
60" MIN.
24" MAX.
20" MIN
4'-0" MIN.
78" TYP.
84" TYP.

DOOR TO SWING OUT.

MANEUVERING CLEARANCES:
* 12"X 48" AT PUSH SIDE,
** 18" X 60" AT PULL SIDE
30" x 48" CLEAR

FLOOR SPACE
BENCH
(17"-19"
AFF)
**
*

COAT HOOK,
48" MAX HEIGHT AFF.

MIRROR 18" WIDE MIN BY 54" HIGH

MAX AND SHALL BE MOUNTED IN A

POSITION AFFORDING A VIEW TO A

PERSON ON THE BENCH AS WELL AS

TO A PERSON IN A STANDING
POSITION. MIRROR TO BE INSTALLED

SO THAT BOTTOM OF REFLECTING
SURFACE IS 20" MAX AFF.

NOTE:

DOOR CLOSERS, IF PRESENT, MUST BE SET SO
THAT IT TAKES THE DOOR AT LEAST 5
SECONDS FROM 90 DEGREES TO 12

DEGREES FROM THE LATCH
CLOSER NOTE:

INTERIOR DOOR / EXTERIOR DOOR 5 LBS.

MAX FIRE RATED DOOR 15 LBS. MAX FORCE

TO OPERATE
90 DEGREES
5 SECONDS MIN.
12 DEGREES
34" - 44"
FLOOR

OPERABLE PARTS

OF HARDWARE
24" MIN.
1 1/2" MAX
2 1/2" MAX.
15" MIN - 16" MAX

SEAT WALL
2 1/2" MAX
1 1/2" MAX.
23" MAX.
22" MIN.
15" M
A
X.
14" M
NI .

FULL DEPTH

OF STALL
16" MAX.
(A) FOLDING SEAT AT 30 15" MIN.
x 60 ROLL-IN SHOWER
(B) FOLDING SEAT AT 36 x 60

ROLL-IN SHOWER
NOTES:

1. WHEN FOLDED, THE SHOWER SEAT DOES NOT EXTEND MORE THAN 6" FROM THE MOUNTING WALL.

2. SHOWER SEAT PROVIDES MINIMUM STRUCTURAL STRENGTH TO SUPPORT A 250 LB. POINT LOAD.

3. GRAB BARS ARE LOCATED ON WALLS ADJACENT TO AND OPPOSITE THE SEAT.

4. CONTINUOUS L-SHAPED GRAB BAR IS PROVIDED ALONG THE WALLS OPPOSITE FROM AND ADJACENT TO THE SEAT (BUT NOT TO EXTEND TO INCLUDED THAT PORTION OF WALL OVER THE SEAT.

5. THE TOP OF THE SEAT SHALL BE 17" MIN. AND 19" MAX. ABOVE FINISH FLOOR.

6. THE SEAT SHALL BE INSTALLED SO THAT IT EXTENDS TO A POINT WITHIN 3" OF THE COMPARTMENT ENTRY. SIDE / CONTROL WALL

FRONT / SEAT WALL
BACK /

CONTROL WALL
E
E
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F
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ST

OF CALI
L
FEJ
C018223
.

O
IANR
ATZ
T
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Y
ED ARC
T HI
 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

ACCESSIBILITY

DETAILS
200702
T-4
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
T-4 SCALE: 1/4" = 1'-0"
B2 TOILET DOOR STALL HARDWARE
T-4 SCALE: 1/4" = 1'-0"
B1 TOILET STALL DOOR
T-4 SCALE: 1/4" = 1'-0"
C4 WATER CLOSET REQUIREMENTS
T-4 SCALE: 1/2" = 1'-0"
C1 COUNTER MOUNTED LAVATORY
T-4 SCALE: 1/2" = 1'-0"
C3 TOILET STALL - SIDE OPENING
T-4 SCALE: 1/2" = 1'-0"
C2 WALL MOUNTED LAVATORY
T-4 SCALE: 3/4" = 1'-0"
A3 ACCESSIBLE 30 X 60 ROLL-IN SHOWER
T-4 SCALE: 1/2" = 1'-0"
A4 ACCESSIBLE 30 X 60 ROLL-IN SHOWER - ELEVATION
T-4 SCALE: 3/4" = 1'-0"
B3 ACCESSIBLE 36 X 60 ROLL-IN SHOWER
T-4 SCALE: 1/2" = 1'-0"
B4 ACCESSIBLE 36 X 60 ROLL-IN SHOWER - ELEVATIONS
T-4 SCALE: N.T.S.

D1 ACCESSIBLE SINK
T-4 SCALE: N.T.S.

D2 ACCESSIBLE TABLE OR COUNTER WITH FORWARD APPROACH
T-4 SCALE: N.T.S.

D3 ACCESSIBLE SALES COUNTER WITH PARALLEL APPROACH
T-4 SCALE: 3/8" = 1'-0"
D4 DRESSING ROOM DETAIL
T-4 SCALE: 1/4" = 1'-0"
A1 ACCESSIBLE HARDWARE REQUIREMENTS
T-4 SCALE: 1" = 1'-0"
A2 SHOWER SEAT
Not for Construction
For Council Approval
2x STUD WALL PER PLAN
1 1/2 ~ STAINLESS GYP. WALL BOARD

STEEL PIPE

HANDRAIL

ATTACH HAND RAIL THRU WALL W/
MOUNTING SCREWS TO 2x WOOD

BLOCKING SECURELY FASTENED

BETWEEN STUDS AS REQUIRED
34" - 38" MAX. ABOVE

STAIR NOSING
*
MIN.
1 1/2"
* HANDRAIL GRIPPING SURFACES W/ A

CIRCULAR CROSS SECTION SHALL HAVE
AN OUTSIDE DIAMETER OF 1 1/4"MIN.

AND 2" MAX. HANDRAIL GRIPPING

SURFACES WITH A NON-CIRCULAR

CROSS SECTION SHALL HAVE A
PERIMETER DIMENSION OF 4"MIN AND 6
1/4" MAX AND A CROSS SECTION
DIMENSION OF 2 1/4" MAX.
42" MIN. 42" MIN.

X
4 8" M
NI .
36" MIN. 48" MIN. 36" MIN.
60" M
NI .

NOTE: DIMENSIONS SHOWN APPLY WHEN X<48".

TURNS AROUND AN OBSTRUCTION - 36" AISLES, 90 DEGREE TURN 44" MIN. 44" MIN.

X
4 8" M
NI .
44" MIN. 48" MIN. 44" MIN.
60" M
NI .

NOTE: DIMENSIONS SHOWN APPLY WHEN X<48".

TURNS AROUND AN OBSTRUCTION - 44" AISLES, 90 DEGREE TURN NOTE: INNER HANDRAILS AT LANDINGS THAT DOUBLE BACK OR IMMEDIATELY

TURN SHALL BE CONTINUOUS AND SHALL BE CONTINUOUS AND SHALL NOT

EXTEND INTO LANDING OR PATH OF TRAVEL
X: EXTENSION OF THE HANDRAIL SHALL BE EQUAL TO THE TREAD WIDTH PLUS 12 INCHES TO THE END OF THE LEVEL PORTION OF THE HANDRAIL LANDIN
G

LANDING

DOWN DOWN
X
X

LANDING
DOWN
X
DOWN
LANDIN
G
X
12"
34"-38" M
A
X.
27" M
A
X.
12" MIN.

X
A A

EXTENSION AT BOTTOM OF RUN
A - TREAD DEPTH (11" MIN.)
B - RISER HEIGHT (4" MIN., 7" MAX.)

X - THE MINIMUM HANDRAIL EXTENSION
OF 12 INCHES PLUS THE WIDTH OF TREAD

REQUIRED AT EACH BOTTOM RISER
Y
12" MIN.
34"-38" M
A
X.
27" M
A
X.

EXTENSION AT TOP OF RUN
A - TREAD DEPTH (11" MIN.)
B - RISER HEIGHT (4" MIN., 7" MAX.)

Y - THE MINIMUM HANDRAIL EXTENSION

REQUIRED AT EACH TOP RISER
34"-38" M
A
X.

NOTE: INTERIOR STAIRS SHALL HAVE THE UPPER

APPROACH AND LOWER TREAD MARKED BY A
STRIPE PROVIDING CLEAR VISUAL CONTRAST.

EXTERIOR STAIRS SHALL HAVE THE UPPER

APPROACH AND ALL TREADS MARKED BY A
STRIPE PROVIDING CLEAR VISUAL CONTRAST.

THE STRIPE SHALL EXTEND THE FULL WIDTH OF

THE STEP OR UPPER APPROACH AND SHALL BE

OF MATERIAL THAT IS AS SLIP RESISTANT AS THE
OTHER TREADS OF THE STAIR. A PAINTED STRIPE
IS ACCEPTABLE. - (2016 CBC 11B-504.4.1)
.
.
1" MAX.

FROM EDGE

OF TREAD
2" MIN. TO
4" MAX.

STRIP WIDTH
.
.
*
*
*
NOTES:

HANDRAILS TO BE PROVIDED AT EACH SIDE OF STAIRWAY FLIGHT. HANDRAILS SHALL RETURN SMOOTHLY TO FLOOR, WALL OR POST.

ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTHS.

ALL TREAD SURFACES AND STRIPING MATERIAL SHALL BE SLIP-RESISTANT.

OPEN RISERS ARE NOT PERMITTED.

B
A
B
*
*
5/8" TYPE "X" GYP. BD.

BOTH SIDES

STUDS W/ INSULATION

RECESSED FIRE

EXTINGUISHER CABINET
2ND LAYER 5/8" TYPE "X" GYP. BD. LINING
(EXCEPT AT FIRE RATED WALLS)
NOTE:

1. CONFORM TO ALL REQUIREMENTS
OF #10 NFPA. TITLE 19 CCR & LOCAL

FIRE MARSHALL REQUIREMENTS

2. OPERABLE PARTS SHALL BE

OPERABLE W/ ONE HAND AND SHALL

NOT REQUIRE TIGHT GRASPING,

PINCHING OR TWISTING OF THE
WRIST. THE FORCE REQUIRED TO

ACTIVATE OPERABLE PARTS SHALL BE
5LBS MAX.
48" MAX. A.F.F. TO TOP OF

HANDLE (OR HIGHEST OPERABLE
PART)
5/8" TYPE "X" GYP. BD.

BOTH SIDES

STUDS W/ INSULATION

FIRE EXTINGUISHER, MOUNT
48" MAX. A.F.F. TO TOP OF

HANDLE (OR HIGHEST

OPERABLE PART)
PROVIDE 4x4 BLOCKING W/
SIMPSON A34 CLIP T & B

EACH END
FLO

OR F NI SI H
27" M
A
X. OT

MOUNTING BRACKETS PER
SPEC
4" MAX
RADIUS
1/2"
MAX.
.
30° MAX.
30° MAX. 1 1/4" MAX.
(A)

RADIUS OF TREAD EDGE
(TYPICAL FOR ALL PROFILES)
(B)

ANGLED RISER
(C)

CURVED NOSING
(D)

BEVELED NOSING
1 1/4" MAX.
1 1/4" MAX.

CLEARANCE
8" MIN. - KNEE 6" MAX. TOE CLEARANCE
DEPTH
17" MIN.
18" TO 19"
9" M
NI .
27" M
NI .
36" M
A
X. ***
* EQUIPMENT PERMITTED

IN SHADED AREA

SPOUT HEIGHT AND KNEE CLEARANCE AT DRINKING FOUNTAINS
48" MIN.
32" M
NI . CLR
18" MIN. **

CLEAR FLOOR SPACE AT DRINKING

FOUNTAIN ALCOVES
** AT ALL ALCOVES DEEPER THAN 24" ADDITIONAL 6" MANEUVERING 5"MAX CLEARANCE IS REQUIRED, SEE CBC 11B-305.7 15" MIN. 11"MIN 9"MIN
NOTE: THE FLOW OF WATER SHALL BE ACTIVATED BY A MANUALLY OPERATED SYSTEM THAT IS FRONT OR SIDE MOUNTED AND LOCATED WITHIN 6" OF THE FRONT EDGE OF THE FOUNTAIN. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4" HIGH MIN. AND SHALL BE LOCATED 5"MAX FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY FROM THE FRONT. WHERE SPOUTS ARE LESS THAN 3" FROM THE FRONT THE ANGLE OF WATER SHALL BE 30 DEGREES MAX. WHERE SPOUTS ARE BETWEEN 3"-5" FROM FRONT THE ANGLE OF WATER SHALL BE 15 DEGREES MAX.
*** SPOUT HEIGHT FOR STANDING PERSONS
SHALL BE 38"HIGH MIN. AND 43"HIGH MAX.

M
A
X.
2'-3"
8'-0"

IF VERTICAL CLEARANCE OF AN AREA ADJOINING AN
ACCESSIBLE ROUTE IS REDUCED TO LESS THAN 80 INCHES
(NOMINAL DIMENSION), A BARRIER TO WARN BLIND OR
VISUALLY-IMPAIRED PERSONS SHALL BE PROVIDED.

CANE DETECTION AREA

PROTECT THIS AREA FROM

CROSS TRAFFIC

GUARDS SHALL BE LOCATED ALONG

OPEN-SIDED WALKING SURFACES,

INCLUDING MEZZANINES, EQUIPMENT

PLATFORMS, STAIRS, RAMPS, AND

LANDINGS THAT ARE LOCATED MORE
THAN 30 INCHES MEASURED VERTICALLY
TO THE FLOOR OR GRADE BELOW.
30" OR M
ORE

VERT CI AL DROP
36" MAX.
4 2" M
NI .
.

A GUARD ELEVATION

GUARDS SHALL NOT

HAVE OPENINGS

WHICH ALLOW

PASSAGE OF A SPHERE
4" IN DIAMETER
E
E
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F
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ST

OF CALI
L
FEJ
C018223
.

O
IANR
ATZ
T
NS EC
Y
ED ARC
T HI
 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

ACCESSIBILITY

DETAILS
200702
T-5
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
T-5 SCALE: 3" = 1'-0"
B1 STAIR HANDRAIL
T-5 SCALE: NTS
A1 TURNS AROUND AN OBSTRUCTION
T-5 SCALE: NTS
D1 STAIRWAY TREADS, RISERS AND HANDRAIL EXTENSIONS
T-5 SCALE: 1" = 1'-0"
D4 FIRE EXTINGUISHER CABINET
T-5 SCALE: NTS
D2 STAIR NOSINGS
T-5 SCALE: 1/2" = 1'-0"
D3 DRINKING FOUNTAIN
T-5 SCALE: 1/4" = 1'-0"
C2 CANE DETECTION AT OVERHEAD HAZARD
T-5 SCALE: 3/4" = 1'-0"
C3 GUARD DETAIL
Not for Construction
For Council Approval
1/4" THICK SOLID PLASTIC

SIGN - ATTACH W/ADHESIVE,

COLOR TO MATCH
12"
BRAILLE: GRADE 2
TEXT: 5/8" HIGH MINIMUM -2"

MAXIMUM, UPPERCASE SANSERIF
1/32" RAISED LETTERS POSITIONED

DIRECTLY BELOW PICTOGRAM BUT

NOT IN PICTOGRAM FIELD
1/4" - WIDE RAISED 1/32" (EQ

TRIANGLE OR CIRCLE AS OCCURS)
INSTALLATION: SIGNS TO BE INSTALLED SO THAT

TACTILE CHARACTERS ON SIGNS SHALL BE
LOCATED 48" MINIMUM ABOVE FINISH FLOOR

MEASURED FROM THE BASELINE OF THE LOWEST
BRAILLE CELLS AND 60" MAXIMUM ABOVE FINISH

FLOOR MEASURED FROM THE HIGHEST LINE OF
RAISED CHARACTERS.

PICTOGRAM AND TEXT SHOWN IS FOR UNISEX RESTROOM. AT MEN'S AND WOMEN'S RESTROOM ADJUST PICTOGRAM AND TEXT TO MATCH, SEE A3/T-6 EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED. CORNERS OF SIGNS SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH.

TEXT
INSTALLATION: 58-60" CENTERED ABOVE

FINISH FLOOR, CENTER OF DOOR
COLOR OF PICTOGRAM:

PICTOGRAMS & THEIR FIELD SHALL HAVE A
NON-GLARE FINISH. PICTOGRAMS SHALL

CONTRAST W/ THEIR FIELD W/ EITHER A LIGHT

PICTOGRAM ON A DARK FIELD OR A DARK
PICTOGRAM ON A LIGHT FIELD.
1/4" THICK SOLID PLASTIC SIGN -

ATTACH W/ADHESIVE, COLOR TO
MATCH PT-1 AT UNISEX, AT WOMEN'S

RESTROOMS
58-60"
AFF
GRADE 2 BRAILLE
NOTES:

1. 2.

CIRCLE TO CONTRAST WITH DOOR.

TRIANGLE TO CONTRAST WITH CIRCLE
6"
6"
60" MAX.

AFF
48" MIN.

AFF
.

VERTICES OF TRIANGLE SHALL BE
LOCATED 1/4" MAX FROM THE EDGE OF

THE CIRCLE ON UNISEX SIGNAGE
MEN
WOMEN
12" 58-60" A.F.F. TO CENTERLINE
1/4" THICK 12" EQUILATERAL

TRIANGLE COLOR TO

CONTRAST W/ DOOR
LETTERS 1/32" RAISED.

CONTRASTING W/

BACKGROUND

COLOR TO CONTRAST W/

DOOR COLOR
LETTERS 1/32" RAISED.

CONTRASTING W/ BACKGROUND.
1/4" THICK 12" DIA. COLOR TO

CONTRAST W/ DOOR
12"
1"1" 6
6"
"
58-60" A.F.F. TO CENTERLINE
NOTES:

1. ALL SIGNAGE SHALL CONFORM TO CBC & ADAAG

SEE DOOR SCHEDULE FOR LOCATIONS AND TEXT
WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAF, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18" MINIMUM BY 18" MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. SIGNS IDENTIFYING PERMANENT ROOMS AND SPACES SHALL BE LOCATED AT THE ENTRANCE TO, AND OUTSIDE OF THE ROOM OR SPACE. WHERE PROVIDED, SIGNS IDENTIFYING EXITS SHALL BE LOCATED AT THE EXIT DOOR WHEN APPROACHED IN THE DIRECTION OF EGRESS TRAVEL.

2. 3.

TOILET
ROOM

SIGNAGE

A WALL MOUNTED SIGNS B DOOR MOUNTED SIGNS
ACTIVE
LEAF
ACTIVE
LEAF
ACTIVE
LEAF
58"-60" OT CENTERL NI E
.

REQUIRED AT SIGN
18" WIDE x 18" DEEP

CLEAR FLOOR SPACE
SIGN
.

SIGN

REQUIRED AT SIGN
18" WIDE x 18" DEEP

CLEAR FLOOR SPACE
.

B.O. BRA LI LE
4 8" M
NI TO

OT P L NI E OF TEXT
60" M
A
X
OT B O. .

ROOM
NAME
ROOM
NAME
ROOM
NAME
B.O. BRA LI LE
4 8" M
NI TO

OT P L NI E OF TEXT
60" M
A
X
OT B O. .
(A) SYMBOL PROPORTIONS (B) DISPLAY CONDITIONS
6".
6".

NOTE: PROVIDE ACCESSIBILITY SIGN AT ALL ACCESSIBLE ENTRANCE DOORS

THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE COLOR NO.15090 IN FEDERAL STANDARD 595C.

WHEN SIGNS DIRECT TO OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND FUNCTIONAL SPACES OF A BUILDING OR SITE, THEY SHALL COMPLY WITH THE FOLLOWING:

1. FINISH AND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH.

CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.

2. PROPORTIONS. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60 PERCENT MINIMUM TO 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I".

3. CHARACTER HEIGHT. MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH TABLE 11B-703.5.5. VIEWING

DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE LETTER "I". SEE
T-6
C4

HEIGHT TO FINISH

FLOOR OR GROUND

FROM BASELINE OF

CHARACTER

HORIZONTAL

VIEWING

DISTANCE

MINIMUM

CHARACTER
HEIGHT
40 INCHES TO

LESS THAN OR

EQUAL TO
70 INCHES

GREATER THAN
70 INCHES TO

LESS THAN OR

EQUAL TO
120 INCHES

GREATER THAN
120 INCHES
LESS THAN 72 INCHES
LESS THAN 180 INCHES
LESS THAN 21 FEET
72 INCHES

AND GREATER
180 INCHES

AND GREATER
21 FEET

AND GREATER
5/8 INCH
5/8 INCH PLUS
1/8 INCH PER FOOT

OF VIEWING
DISTANCE ABOVE 72
INCHES
2 INCHES
2 INCHES PLUS
1/8 INCH PER FOOT

OF VIEWING
DISTANCE ABOVE 180
INCHES
3 INCHES
3 INCHES PLUS
1/8 INCH PER FOOT

OF VIEWING
DISTANCE ABOVE 21
FEET
NOTE: THE MINIMUM HEIGHT IS

MEASURED USING AN
UPPERCASE LETTER "I". LOWER

CASE CHARACTERS ARE
PERMITTED. VIEWING DISTANCE

SHALL BE MEASURED AS THE

HORIZONTAL DISTANCE

BETWEEN THE CHARACTER AND

AN OBSTRUCTION PREVENTING

FURTHER APPROACH TOWARDS
THE SIGN.

WHEN SIGNS IDENTIFY PERMANENT ROOMS AND SPACES OF A BUILDING, THEY SHALL COMPLY WITH THE FOLLOWING:

1. FINISH AND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS

SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.

2. PROPORTIONS. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I".

3. RAISED CHARACTERS AND PICTOGRAM SYMBOL SIGNS. WHEN RAISED CHARACTERS ARE REQUIRED OR WHEN PICTORIAL SYMBOLS (PICTOGRAMS) ARE USED ON SUCH SIGNS, THEY SHALL CONFORM TO THE FOLLOWING:

A. CHARACTER STYLE. CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS.

B. CHARACTER HEIGHT. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8” MIN. AND 2” MAX. BASED ON THE HEIGHT OF THE UPPERCASE LETTER “I”.

C. PICTORIAL SYMBOLS. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6" MIN. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD.

D. CHARACTER PLACEMENT. BRAILLE SHALL BE POSITIONED BELOW CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW ENTIRE TEXT, AND SEPARATED 3/8" MIN. AND 1/2" MAX. FROM ANY OTHER TACTILE CHARACTERS AND 3/8" MIN. FROM RAISED BORDERS AND DECORATIVE ELEMENTS.

4. BRAILLE. CONTRACTED GRADE 2 BRAILLE SHALL BE PLACED A MIN. OF 3/8" AND A MAX. OF 1/2" DIRECTLY BELOW THE TACTILE CHARACTERS; FLUSH LEFT OR CENTERED. WHEN TACTILE TEXT IS MULTILINED, ALL BRAILLE IS PLACED BELOW ALL LINES OF TACTILE TEXT. DOTS SHALL BE 1/10" ON CENTER IN EACH CELL WITH 3/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED 0.025" MIN.- 0.037"MAX. ABOVE THE BACKGROUND. BRAILLE DOTS SHALL BE DOMED OR ROUNDED. THE

INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS.

5. MOUNTING LOCATION AND HEIGHT. SIGNS TO BE MOUNTED ON WALL ADJACENT TO THE LATCH SIDE OF THE DOOR.

MOUNTING HEIGHT TO BE 48" MINIMUM FROM THE BASELINE OF THE LOWEST BRAILLE CELLS TO 60" MAXIMUM AFF TO THE HIGHEST LINE OF RAISED CHARACTERS. SIGNS TO BE MOUNTED SO AS TO AVOID THE SWING OF A DOOR OR PROTRUDING OBJECT. SEE
T-6
B-3

WHEN SIGNS IDENTIFY, DIRECT TO, OR GIVE INFORMATION ABOUT ACCESSIBLE ELEMENTS AND FEATURES OF A

BUILDING OR SITE, THEY SHALL INCLUDE THE APPROPRIATE SYMBOL OF ACCESSIBILITY AND SHALL COMPLY WITH THE FOLLOWING:

1. FINISH AND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH.

CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.

2. SYMBOLS OF ACCESSIBILITY. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS. (2016 CBC SEC. 11B-703.7.2.1). SEE SYMBOL ON
T-6
B2

TACTILE LETTERS

BRAILLE

EXIT ROUTE

BACK PAINT
1/4" THICK CLEAR ACRYLIC,

BACKPAINTED
3"
6"
3"
1" TYP
6"
PT
1 PT
3 PT
1 LEFT JUSTIFY SIGN TEXT AND BRAILLE

FOR ADDITIONAL IDENTIFICATION SIGNAGE

REQUIREMENTS, REFERENCE
T-6
C1
TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS:

1. EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD, "EXIT".

2. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE:

A. "EXIT STAIR DOWN" B. "EXIT RAMP DOWN"
C. "EXIT STAIR UP" D. "EXIT RAMP UP"

3. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE".

4. EACH EXIT ACCESS DOOR FROM AND INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE".

5. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN WITH THE WORDS, "TO EXIT".

6. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH (9.5 MM) MINIMUM AND 1/2 INCH (12.7 MM) MAXIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH (9.5 MM) MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS.

EXIT
1" TYP.
100
NOTES:

1. REFER TO DOOR SCHEDULE FOR SIGN LOCATION AND VERBIAGE. VERIFY ALL TEXT WITH OWNER PRIOR TO FABRICATION.

2. REFER TO SIGNAGE DETAIL ON ARCHITECTURAL SHEETS FOR SPECIFIC SIGN DESIGN, COLORS AND FINISHES.

AS REQU RI ED

HE GI HT

LENGTH AS REQUIRED
.

CORRESPONDING

GRADE II BRAILLE

LETTERS AND NUMERALS SHALL
BE RAISED 1/32" MINIMUM,

UPPER CASE, SAN SERIF TYPE

AND SHALL BE ACCOMPANIED
WITH GRADE II BRAILLE.

RAISED CHARACTERS SHALL BE
AT LEAST 5/8" HIGH, BUT NO
HIGHER THAN 2"

FOR OTHER IDENTIFICATION SIGNAGE REQUIREMENTS, SEE
T-6
C1
E
E
K
C
I
FR
A
REN. 09/10/21
F
E AT
ST

OF CALI
L
FEJ
C018223
.

O
IANR
ATZ
T
NS EC
Y
ED ARC
T HI
 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

SIGNAGE

ACCESSIBILITY

DETAILS
200702
T-6
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
T-6 SCALE: 1 1/2" = 1'-0"
A1 RESTROOM SIGNAGE
T-6 SCALE: 1 1/2" = 1'-0"
A3 DOOR MOUNTED TOILET ROOM SIGNAGE
T-6 SCALE: 1/4" = 1'-0"
B3 SIGNAGE DETAIL
T-6 SCALE: NTS
B2 INTERNATIONAL SYMBOL OF ACCESSIBILTY SIGNAGE
T-6 SCALE: NTS
C2 DIRECTIONAL AND INFORMATIONAL SIGNS
T-6 SCALE: NTS
C4 VISUAL CHARACTER HEIGHT TABLE
T-6 SCALE: NTS
C1 IDENTIFICATION SIGNS
T-6 SCALE: NTS
C3 ACCESSIBILITY SIGNS
T-6 SCALE: 3" = 1'-0"
D3 TACTILE EXIT SIGNS
T-6 SCALE: 1 1/2" = 1'-0"
D4 ROOM IDENTIFICATION SIGNAGE
Not for Construction
For Council Approval
1 10
10% MAX.
48" MIN.
2% MAX.

8.33% MAX.
.
48" MIN.

NOTE: SLOPE OF LANDING AREA DOES NOT
EXCEED 2% IN ANY DIRECTION

WALL OR OTHER OBSTRUCTION
NOTES:

1. THE CROSS SLOPE OF CURB RAMPS AND BLENDED TRANSITIONS SHALL BE 1:48 MAXIMUM.

2. FINISHED SURFACE OF RAMP IS STABLE, FIRM, AND SLIP RESISTANT.

3. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES.

COUNTER SLOPES SHALL NOT BE STEEPER THAN 1:20 WITHIN 24" OF CURB RAMP.

4. DETECTABLE WARNING SURFACE IS REQUIRED ON SHADED PORTION OF THE RAMP. DETECTABLE WARNINGS SHALL EXTEND 36" IN THE DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH OF THE RAMP RUN (EXCLUDING

FLARED SIDES) SEE
NOTE: COUNTER SLOPES

OF ADJOINING GUTTERS
& ROAD SURFACES

ADJACENT TO AND
WITHIN 24" OF A CURB

RAMP SHALL NOT BE
STEEPER THAN 1:20
T-7
B1
8" MAX
6"MIN
48" MIN.

WALL OR
OTHER

OBSTRUCTION
48" MIN.
.

8.33% MAX
.

8.33% MAX
NOTE: SLOPE OF

LANDING AREAS DO NOT
EXCEED 2% IN ANY

DIRECTION
NOTE: SURFACE WILL REQUIRE 36" SECTION OF

TRUNCATED DOMES IF FLAT TRAVEL SURFACE

ADJOINS VEHICULAR TRAFFIC WAY, SEE
60" MIN. RECOMMENDED
48" MIN. REQ'D
NOTES:

1. THE CROSS SLOPE OF CURB RAMPS AND BLENDED TRANSITIONS SHALL BE 1:48 MAXIMUM.

2. FINISHED SURFACE OF RAMP IS STABLE, FIRM, AND SLIP RESISTANT.

3. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES.

COUNTER SLOPES SHALL NOT BE STEEPER THAN 1:20 WITHIN 24" OF CURB RAMP.

NOTE: COUNTER SLOPES OF

ADJOINING GUTTERS &

ROAD SURFACES ADJACENT
TO AND WITHIN 24" OF

CURB RAMP SHALL NOT BE
STEEPER THAN 1:20
T-7
B1
72" MIN. SEE NOTE 2 60" MIN. SEE NOTE 2
SEE NOTE 1
60" MIN.
60" MIN.
60" MIN.

TOP

LANDING

INTERMEDIATE LEVEL LANDING

BOTTOM LEVEL LANDING
NOTE 2: MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP AND RUN VARY NOTE 3: RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12 NOTE 4: CROSS SLOPE OF RAMPS SHALL NOT BE STEEPER THAN 1:48 NOTE 5: LANDINGS SHALL COMPLY W/ SECTION 11B-405.7 &11B-302. CHANGES IN LEVEL ARE NOT PERMITTED.

STRAIGHT RAMP RUN
72" MIN.

NOTE 2
SEE 60" MIN.

NOTE 2
SEE
SEE NOTE 1
60" MIN.
60" MIN.
60" MIN.

TOP

LANDING
.
48" MIN.

INTERMEDIATE LEVEL LANDING

INTERMEDIATE TURNING SPACE/LANDING

RAMP WITH TURNING PLATFORM
(WHEN DIRECTION OF RAMP CHANGES 30 DEGREES OR MORE)
NOTE 7: RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR LANDING 72" MINIMUM BY 72" MINIMUM.
72" MIN.
60" MIN.

SEE NOTE 1
60" MIN. SEE NOTE 2
72" MIN.
72" MIN.

RAMP WITH INTERMEDIATE SWITCH-BACK PLATFORM
CLR.
48" MIN
CLR.
48" MIN
CLR
48" MIN
NOTE 6: A CURB, 2" HIGH MINIMUM, OR A BARRIER SHALL BE PROVIDED THAT PREVENTS PASSAGE OF A 4" DIAMETER SPHERE, WHERE ANY PORTION OF THE SPHERE IS WITHIN 4" OF THE FINISH FLOOR OR GROUND SURFACE. TO PREVENT WHEEL ENTRAPMENT, THE CURB OR BARRIER

SHALL PROVIDE A CONTINUOUS AND UNINTERRUPTED BARRIER ALONG THE LENGTH OF THE RAMP.

NOTE 1: WHERE DOORS ARE LOCATED ADJACENT TO A RAMP LANDING,

MANEUVERING CLEARANCES REQUIRED SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. DOORS WHEN FULLY OPEN SHALL NOT REDUCE THE REQUIRED RAMP LANDING WIDTH BY MORE THAN 3". DOORS IN ANY POSITION, SHALL NOT REDUCE THE MIN. DIMENSION OF THE RAMP LANDING TO LESS THAN 42"
SEE B4/T-7 FOR RAMP HANDRAIL
60" MIN
NOTE 1: DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A BASE DIAMETER OF 0.9" MIN-0.92" MAX, TAPERING TO 0.45" MIN-0.47" MAX AT THE TOP, A HEIGHT OF 0.2" AND A CENTER TO CENTER SPACING OF 2.3" MIN-2.4" MAX AND A BASE TO BASE SPACING OF 0.65" MIN MEASURED BETWEEN THE MOST ADJACENT DOMES ON A SQUARE GRID.

CENTER TO CENTER SPACING OF 1.6" MIN AND 2.4" MAX ACCEPTABLE FOR DOMES IN RADIAL PATTERN.

NOTE 2: THE DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, WHETHER LIGHT ON DARK OR DARK ON LIGHT AND 70% MINIMUM WITH ADJACENT WALKING SURFACES. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. CONTRAST SHALL BE DETERMINED BY: CONTRAST=[(B1-B2)/B1] X 100 PERCENT WHERE B1= LIGHT REFLECTANCE VALUE OF THE LIGHTER AREA, AND B2 = LIGHT REFLECTANCE VALUE OF THE DARKER AREA.
.65"
MIN
APART

2.3" - 2.4"
APART

2.3" - 2.4"

AT BASE

0.9"-0.92"
AT TOP
.45"-.47"
A A

TYPICAL PLAN

TYPICAL PLAN SECTION A-A
.

0.2" HT.

TAPERED EDGES

WHERE EXPOSED
NOTE 3: IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE

WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS OR

OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR

AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36" WIDE.

NOTE 4: DETECTABLE WARNING SURFACES SHALL BE YELLOW
CONFORMING TO FS33538 OF FEDERAL STANDARD 595C.

NOTE 5: DETECTABLE WARNINGS AT CURB RAMPS SHALL EXTEND 36 INCHES (914 MM) IN THE DIRECTION OF TRAVEL. DETECTABLE
WARNINGS SHALL EXTEND THE FULL WIDTH OF THE RAMP RUN LESS 2 INCHES (51 MM) MAXIMUM ON EACH SIDE, EXCLUDING ANY FLARED SIDES. DETECTABLE WARNINGS SHALL BE LOCATED SO THE EDGE NEAREST THE CURB IS 6 INCHES (152 MM) MINIMUM AND 8 INCHES (203 MM) MAXIMUM FROM THE LINE AT THE FACE OF THE CURB

MARKING THE TRANSITION BETWEEN THE CURB AND THE GUTTER, STREET OR HIGHWAY.
.

ACCESSIBLE ROUTE

FEDERAL BLUE

FEDERAL WHITE

SIGN TO BE REFLECTIVE

CONFIRM DIRECTION

WITH ARCHITECT
6"
REFERENCE FOR ADDITIONAL IDENTIFICATION SIGNAGE REQUIREMENTS.

T-6
C3
34"-38" M
A
X.
27" M
A
X.
12" MIN.

EXTENSION AT BOTTOM OF RUN
34"-38" M
A
X.
27" M
A
X.

EXTENSION AT TOP OF RUN
NOTES:

HANDRAILS TO BE PROVIDED AT EACH RAMP RUN. HANDRAILS SHALL RETURN SMOOTHLY TO GUARD,

WALL OR LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN. ALL SURFACES SHALL BE SLIP-RESISTANT.
3 4"-3
8" M
A
X
3 4"-3
8" M
A
X
12"MIN.

E
E
K
C
I
FR
A
REN. 09/10/21
F
E AT
ST

OF CALI
L
FEJ
C018223
.

O
IANR
ATZ
T
NS EC
Y
ED ARC
T HI
 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
SITE

ACCESSIBILITY

DETAILS
200702
T-7
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
T-7 SCALE: N.T.S.

A4 STANDARD CURB-CUT RAMP
T-7 SCALE: N.T.S.

A3 STANDARD IN-LINE CURB RAMP
T-7 SCALE: N.T.S.

A1 RAMP DETAILS
T-7 SCALE: NONE
B1 DETECTABLE WARNING DETAIL
T-7 SCALE: 3" = 1'-0"
D4 ACCESSIBLE ROUTE SIGN
T-7 SCALE: NTS
B4 RAMP HANDRAILS AND HANDRAIL EXTENSIONS
Not for Construction
For Council Approval

D STREET

VERNON STREET
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

NOT FOR

CONSTRUCTION
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
200577
CM
CM
MM

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678

BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
SHEET INDEX: ABBREVIATIONS:

C1.0

EXISTING

CONDITIONS
LEGEND:

Not for Construction
For Council Approval

D STREET

VERNON STREET
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

NOT FOR

CONSTRUCTION
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
200577
CM
CM
MM

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678

BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
C2.0

DEMOLITION
PLAN
Not for Construction
For Council Approval

D STREET

VERNON STREET
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

NOT FOR

CONSTRUCTION
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
200577
CM
CM
MM

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678

BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
C3.0

SURFACE

IMPROVEMENTS
PLAN
Not for Construction
For Council Approval

D STREET

VERNON STREET
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

NOT FOR

CONSTRUCTION
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
200577
CM
CM
MM

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678

BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
C4.0

GRADING PLAN

AND DRAINAGE

GRADING ENLARGEMENT B
Not for Construction
For Council Approval
2 THICKENED EDGE 1 CONCRETE CONFORM
3 SIDEWALK
5 PEDESTRIAN RAMP WITH HANDRAILS 4 DRAIN THROUGH WALKWAY Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

NOT FOR

CONSTRUCTION
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
200577
CM
CM
MM

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678

BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800 www.bkf.com

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
C5.0

DETAILS
Not for Construction
For Council Approval
132 SF
101
300
1 B

STORAGE
398 SF
102
50 8
B

WOMEN'S

SHOWER /

CHANGING
88 SF
104
300
1 B

STORAGE
157 SF
110
300
1 B

EQUIPMENT

ENTRY VESTIBULE
109

MEN'S RESTROOM
111
107 SF
114
300
1 B

STORAGE
147 SF
105
100
2 B

OFFICE /

LIFEGUARD
119 SF
106
100
2 B

FIRST AID
120 SF
108
50 3
B
BREAK
ROOM
HWH
103
HWH
113

JANITOR CLOSET
112
B
314 SF
111
50 7
B
MEN'S

SHOWER /

CHANGING

WOMEN'S

RESTROOM
102
O.L. = 9 OCC

1.8" EXIT WIDTH REQUIRED
36" EXIT WIDTH PROVIDED
TRAVEL DISTANCE = 56'
O.L. = 7 OCC

1.4" EXIT WIDTH REQUIRED
36" EXIT WIDTH PROVIDED
TRAVEL DISTANCE = 26'
O.L. = 8 OCC

1.6" EXIT WIDTH REQUIRED
36" EXIT WIDTH PROVIDED
TRAVEL DISTANCE = 57'
SEE A1.1 FOR EGRESS

CALCULATIONS

JANITOR CLOSET
107
056
056
FE

1. 2.

GRADE LEVELS AREAS DESIGNATED AS EXIT DISCHARGE

COMPONENTS FOR BUILDING SHALL BE PERMANENTLY MAINTAINED,

SUCH AREAS SHALL NOT BE DEVELOPED OR OTHERWISE ALTERED IN

THEIR CAPACITY TO PROVIDE CONTINUOUS, UNOBSTRUCTED AND
UNDIMINISHED MEANS OF EGRESS FOR THE BUILDING OCCUPANT. IF

SUCH AREAS ARE SOLD INDEPENDENT OF THE BUILDING THEY SERVE,

AN EXIT DISCHARGE COMPLYING WITH THE REQUIREMENTS OF
SECTION 1006 SHALL BE PROVIDED FOR THE BUILDING.

DOORS IN THE MEANS OF EGRESS SYSTEM TO BE OPERABLE FROM THE

INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR
EFFORT.

NEW 2x4 WOOD FRAMED WALL
NEW 2x6 WOOD FRAMED WALL
NEW 8" CMU WALL
EXISTING 8" CMU WALL TO REMAIN

EXISTING WOOD FRAMED WALL TO REMAIN

EXIT SIGN, SEE ELECTRICAL DRAWINGS

AND TACTILE EXIT SIGN

PATH OF TRAVEL

FE FIRE EXTINGUISHER
XXX
XXX
XXX
XXX
XXX
ROOM #

OCCUPANCY
NET SQ. FT.

OCC. LOAD FACTOR

OCCUPANTS
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 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

EGRESS PLAN
200702
A0.1
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
A0.1 SCALE: 1/8" = 1'-0"
D1 FIRST FLOOR EGRESS PLAN
ROOM
NUMBER
ROOM
NAME SQ. FT.

LOAD
FACTOR OCCUP. CLASS
101 STORAGE 132 SF 300 1 B
102 WOMEN'S

SHOWER /

CHANGING
398 SF 50 8 B
102 WOMEN'S

RESTROOM
192 SF B
103 HWH 18 SF B
104 STORAGE 88 SF 300 1 B
105 OFFICE /

LIFEGUARD
147 SF 100 2 B
106 FIRST AID 119 SF 100 2 B
107 JANITOR
CLOSET
25 SF B
108 BREAK ROOM 120 SF 50 3 B
109 ENTRY

VESTIBULE
174 SF B
110 EQUIPMENT 157 SF 300 1 B
111 MEN'S

RESTROOM
274 SF B
111 MEN'S SHOWER
/ CHANGING
314 SF 50 7 B
112 JANITOR
CLOSET
18 SF B
113 HWH 17 SF B
114 STORAGE 107 SF 300 1 B
TOTAL NET AREA 2301 SF 25

OCCUPANCY LOAD CALC

EGRESS NOTES

WALL LEGEND

EGRESS LEGEND
* *
* *
* *
* *
* *
* *

OCCUPANT LOAD IS ZERO BASED UPON BEING AN ACCESSORY USE

TO OCCUPIED ROOMS
*
* *

CONSTRUCTION NOTES
056 PROVIDE SIGN AT EXIT DOOR THAT IS READILY VISIBLE, DURABLE, ADJACENT TO EXIT DOOR THAT SAYS "THIS DOOR SHALL REMAIN UNLOCKED WHEN SPACE IS OCCUPIED"
Not for Construction
For Council Approval

VERNON STREET

D STREET
4TH STREET

POOL HOUSE
(E) MECHANICAL
(E) STOR.

POOL
POOL
DECK
002 102
202 OCCUPANTS
126' TRAVEL DISTANCE

40.4" EXIT WIDTH REQR.
48" EXIT WIDTH PROVIDED
003
004
202 OCCUPANTS
191' TRAVEL DISTANCE

40.4" EXIT WIDTH REQR.
48" EXIT WIDTH PROVIDED
032
029
027
005
001
104
008
111
304
V.I.F.
(E) CONCRETE PAVING, SEE CIVIL
(E) LANDSCAPING, SEE CIVIL

ACCESSIBLE PATH OF TRAVEL

EXIT PATH TRAVEL DISTANCE

LIMIT OF WORK

1. 2.

GRADE LEVELS AREAS DESIGNATED AS EXIT DISCHARGE

COMPONENTS FOR BUILDING SHALL BE PERMANENTLY MAINTAINED,

SUCH AREAS SHALL NOT BE DEVELOPED OR OTHERWISE ALTERED IN

THEIR CAPACITY TO PROVIDE CONTINUOUS, UNOBSTRUCTED AND
UNDIMINISHED MEANS OF EGRESS FOR THE BUILDING OCCUPANT. IF

SUCH AREAS ARE SOLD INDEPENDENT OF THE BUILDING THEY SERVE,

AN EXIT DISCHARGE COMPLYING WITH THE REQUIREMENTS OF
SECTION 1006 SHALL BE PROVIDED FOR THE BUILDING.

DOORS IN THE MEANS OF EGRESS SYSTEM TO BE OPERABLE FROM THE

INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR
EFFORT.

POOL OCCUPANTS
POOL : 4,250 SF / 15 = 284 OCCUPANTS*

DECK OCCUPANTS
POOL DECK : 1,331 SF / 15 = 89 OCCUPANTS**

BUILDING OCCUPANTS
LIFE GUARD/ADMIN. : 439 SF / 100 5 OCCUPANTS
STORAGE : 418 SF / 300 2 OCCUPANTS
CHANGING : 582 SF / 50 12 OCCUPANTS
RESTROOMS : 1,056 SF / 100 11 OCCUPANTS
TOTAL OCCUPANTS: 403 OCCUPANTS***
2 EXITS REQUIRED PER 1006.3.2 OF 2019 CBC
* CALCULATED PER 3116B.2 OF 2019 CBC
** MEASURED 4'-0" FROM POOL PER 3114B OF 2019 CBC
*** TOTAL OCCUPANT LOAD USED FOR EGRESS PURPOSES ONLY.

1. 2.

3. 4.

5. VERIFY THAT ALL CONCRETE AT DOORWAYS SLOPE AWAY FROM THE BUILDING TO PROVIDE POSITIVE DRAINAGE.

DIMENSIONS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY.

REFER TO CIVIL DRAWINGS FOR LOCATION COORDINATES.

ACCESSIBLE ROUTE FROM PARKING + PUBLIC R.O.W. AND

ACCESSIBLE PATH OF TRAVEL TO PUBLIC AMENITIES SHALL NOT EXCEED 1.5% CROSS SLOPE AND SHALL HAVE MAX. SLOPE IN THE DIRECTION OF TRAVEL OF LESS THAN 4.5%.

SEE CIVIL DRAWINGS FOR SPOT ELEVATIONS ON WALKS AND
SIDEWALKS.

SEE CIVIL DRAWINGS FOR ALL SLOPES, 2.0% MAX. SLOPE IN ANY DIRECTION FOR ACCESSIBLE PATH.

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
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Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

SITE PLAN
200702
A1.1
JB
MK
SC/KG

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
A1.1 SCALE: 1" = 20'-0"
D1 SITE PLAN

CONSTRUCTION NOTES
001 EXISTING RAMP AND STAIR IS SHOWN HERE. SEE SHEET A2.1 FOR ADDITIVE ALTERNATE #1 TO REPLACE RAMP & STAIR
002 LIMIT OF WORK
003 EXISTING CONCRETE ENTRY STAIRS TO REMAIN
004 EXISTING ACCESSIBLE PARKING SPACE TO REMAIN
005 REPLACE EXISTING CONCRETE SIDEWALK WITH NEW 48" WIDE WALKWAY /

RAMP TO PROVIDE ACCESSIBLE PATH OF TRAVEL FOR POOL DECK

EXITING, SEE CIVIL DRAWINGS
008 REMOVE (E) GATE AND REPLACE WITH (N) 48" WIDE EXIT GATE WITH

PANIC HARDWARE
027 EXISTING POOL SLIDE TO REMAIN
029 EXISTING PICNIC AREA TO REMAIN
032 EXISTING BLEACHERS TO REMAIN
102 EXISTING ACCESSIBLE CONCRETE RAMP TO REMAIN
104 REMOVE EXISTING GATES AND INFILL WITH NEW FENCING TO MATCH EXISTING, SEE C3/A1.2
111 RAMP 1:12 SLOPE, SEE CIVIL DRAWINGS
304 NEW DOUBLE GATE WITH PANIC HARDWARE, SEE C1/A1.2 FOR DETAIL LEGEND

EGRESS NOTES

SITE OCCUPANT LOAD
NOTES
Not for Construction
For Council Approval
7'-5"
V.I.F.
2 1/2" X 2 1/2" POST AT
FENCE, TYP.
3/4" X 3/4" SQ. STEEL
PICKETS, TYP.

EQUAL
8' MAX.
0'-2" CLR.
1 1/2" X 1 1/2" RAIL
T&B, TYP. AT FENCE
EQUAL

PRESSED STEEL POST CAP AT
EACH POST, TYP.

T.O. GRADE

SPIKED ENDS
CONCRETE PIER, SEE C1/A1.2
1/8 TYP. 3/16 TYP.
3/16 TYP.
1'-6"
3'-6"
0'-3" 0'-3"
#4 BAR, TOTAL (4)
#3 TIES, TOTAL (3)
18" DIAM. CONC. FOOTING
TYP.
0'-4" 2'-10" 0'-4"
3'-6" 3'-6"
POWDER COATED PERF. METAL

PANELS SECURELY ATTACHED TO

INSIDE (PANIC BAR SIDE) OF

GATE AND FENCE
7'-5"
V.I.F.

PANIC BAR
POWDER COATED PERF. METAL

PANELS ATTACHED TO THE INSIDE
SURFACE OF FENCE - EXTEND 18"

FROM GATE POST

INFILL NEW STEEL PICKET FENCE TO

MATCH EXISTING AT THE AREA OF

FENCE/GATE MODIFICATION
4X4X1/8 TUBE STEEL WITH SOLID

CAP AT TOP
L 2 1/2X 2 1/2X1/4X3" W/(2) 5/8" d.

ANTI-THEFT SCURITY THRU-BOLT
4X2X1/8" TUBE STEEL

REMOVABLE MULLION
1'-0" 1'-6"
0'-10"
2'-10"
0'-3" 0'-3" 3'-5" 0'-4"

EXISTING POOL

EQUIPMENT BUILDING
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C018223.

IANR ATZT
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E
D
A
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C
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

Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

SITE DETAILS
200702
A1.2
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
A1.2 SCALE: 1" = 1'-0"
C3 MATCH EXISTING FENCE
A1.2 SCALE: 1" = 1'-0"
C1 NEW GATE
Not for Construction
For Council Approval
A3.1
A3
A3.1
C1
A3.1
A1
A3.1
B1

STORAGE
101

WOMEN'S SHOWER
/ CHANGING
102
HWH
103

STORAGE
104

FIRST AID
106

OFFICE /

LIFEGUARD
105

BREAK ROOM
108

ENTRY VESTIBULE
109

MEN'S RESTROOM
111

JANITOR CLOSET
112
HWH
113

STORAGE
114
A5.2
D1
A5.1
D1
901 901
902
903
903
A4.1
B1
A4.1
B1
A4.1
D1
A4.1
D1
A4.1
D3
A4.1
D3
TYP.
202
701
701
702

EQUIPMENT
110
101A
103A
102A
102B
104A
108A
E109A
E109B
110A
112A 111A
111B
113A
114A
105A
904
1 1
2 2
1 1
3 3
3 3 3
3 3
3 3
3 3
3 4

WOMEN'S

RESTROOM
102

MEN'S SHOWER /

CHANGING
111
2 ADDITIVE ALTERNATE #2 - REMOVE EXISTING

OVERHEAD DOORS AND REPLACE WITH

OVERHEAD COILING DOORS
4'-0" 4'-0"
6'-0"
DN
RAMP
DN
RAMP
6'-0"
007
301

ALIGN WITH OPENING
203
204 302
1 ADDITIVE ALTERNATE #1 - REMOVE EXISTING

CONCRETE RAMP AND STAIRS AND REPLACE

WITH NEW CONCRETE RAMP AND STAIRS
367
3 TYP.
703
TYP.
703

JANITOR CLOSET
107
2 107A
051
108B
A5.3
D1
037 037
037
947
2 649
930
D01
D02
D03
TYP.

D03
TYP.

D04
TYP.

D05
TYP.

D06
D06
D06
D06
D06
TYP.

D06
D06
D07
D08
TYP.

D10 D09 D10
TYP.

D11
TYP.

D12
TYP.

D14
TYP.

D15
TYP.

D16
TYP.

D17
TYP.

D17 D24
TYP.

D25
TYP.

D25
D10
D12
D12
D10
D12
D07
TYP. D06
D11
TYP.

D11
TYP.

D11
D27
D28
D01
D29
NEW 2x4 WOOD FRAMED WALL
NEW 2x6 WOOD FRAMED WALL
NEW 8" CMU WALL
EXISTING 8" CMU WALL TO REMAIN

EXISTING WOOD FRAMED WALL TO REMAIN
EXISTING 8" CMU WALL TO REMAIN

EXISTING WOOD FRAMED WALL TO REMAIN
EXISTING 8" CMU WALL TO BE REMOVED
EXISTING 2x4 WOOD FRAMED WALL BE

REMOVED

1. 2.

3. 4.

5. SEE A2.2 FOR DIMENSION PLAN

SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION
SEE A2.3 FOR REFLECTED CEILING PLAN
SEE A4.2 FOR WALL TYPES
SEE A6.1 FOR ROOM FINISH SCHEDULE & DOOR SCHEDULE
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 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

FLOOR PLAN &

DEMO FLOOR
PLAN
200702
A2.1
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
A2.1 SCALE: 1/8" = 1'-0"
B1 FLOOR PLAN
A2.1 SCALE: 1/8" = 1'-0"
D1 DEMO FLOOR PLAN

WALL LEGEND

CONSTRUCTION NOTES
007 ALIGN WITH CORNER
037 EXISTING EXTERIOR SHOWER HEAD TO REMAIN
051 REPLACE CONCRETE AT DOOR THRESHOLD AREA TO CREATE A 60"X60" LEVEL LANDING (SLOPE MAX 2% AWAY FROM BUILDING UNTIL IT MEETS EXISTING CONCRETE DECK). LANDING TO HAVE 1/2" MAX DROP FROM TOP OF THRESHOLD. SEE DETAIL B4/A7.1
202 REPAIR CRACKS IN CONCRETE SLAB/PREP FOR NEW EPOXY
203 CONCRETE STAIRS, SEE CIVIL DRAWINGS FOR TOP AND BOTTOM ELEVATIONS. TREADS TO BE 12" & RISERS TO BE FIVE EQUAL RISERS, NOT TO EXCEED 7" & AS REQUIRED PER CIVIL DRAWING GRADES. PROVIDE NON-SLIP CONTRASTING COLOR NOSINGS AT TOP & BOTTOM PER D1/T-5 204 48" WIDE CONCRETE RAMP, SEE CIVIL DRAWINGS FOR GRADES & SLOPES 301 1-1/2" DIAMETER STEEL PIPE HANDRAILS, THREE TOTAL, PER D1/T-5 302 1-1/2" DIAMETER STEEL PIPE HANDRAIL AT 36" ABOVE RAMP & 1-1/2" STEEL PIPE GUIDE RAIL AT 6" ABOVE RAMP. HANDRAILS TO HAVE 12"

EXTENSIONS AT TOP AND BOTTOM OF RAMP
367 POST BELOW TO 4X12 BEAM ABOVE
649 ADD WOOD SIDING TO MATCH EXISTING
701 NEW WORK COUNTER
702 NEW KITCHEN BASE CABINET
703 STORAGE CABINET
901 NEW EXTERIOR SHOWERS, SEE PLUMBING DRAWINGS
902 EXISTING DRINKING FOUNTAIN, SEE PLUMBING DRAWINGS
903 EXISTING HOT WATER HEATER, SEE PLUMBING DRAWINGS
904 EXISTING ELECTRICAL PANEL TO REMAIN
930 RELOCATED CABINET
947 NEW EXTERIOR SHOWER HEAD ON EXISTING STUB

DEMOLITION NOTES
D01 DEMO SPALLED & CRACKED CONCRETE AT DOOR THRESHOLD
D02 DEMO 6" TALL CURB
D03 DEMO TOILET PARTITIONS
D04 DEMO SHOWER STALL PARTITIONS
D05 DEMO CHANGING STALL PARTITIONS
D06 DEMO DOORS AND FRAMES
D07 DEMO WINDOW & METAL WINDOW GRATE
D08 DEMO OVERHEAD COILING DOOR FOR BID ALTERNATE #2
D09 DEMO CABINETRY
D10 DEMO COUNTERTOP
D11 DEMO HIGH PERFORMANCE EPOXY FLOORING THROUGHOUT
D12 SEE PLUMBING FOR PLUMBING DEMOLITION
D14 SEE ELECTRICAL FOR ELECTRICAL DEMOLITION
D15 DEMO APPLIANCES
D16 DEMO BENCHES
D17 DEMO TOILET ROOM/SHOWER ROOM ACCESSORIES
D24 DEMO PARTITION
D25 DEMO TOILETS, URINALS, SINKS, COUNTERS, AND SHOWERHEADS D27 REMOVE PORTION OF CMU WALL TO PROVIDE CLEAN, SMOOTH EDGE D28 EXISTING CABINET TO BE RELOCATED
D29 REMOVE EXISTING FULL HEIGHT CABINETS

DEMO WALL LEGEND
NOTES
Not for Construction
For Council Approval

STORAGE
101

WOMEN'S SHOWER
/ CHANGING
102
HWH
103 STORAGE
104

OFFICE /

LIFEGUARD
105

FIRST AID
106

BREAK ROOM
108

ENTRY VESTIBULE
109

EQUIPMENT
110

JANITOR CLOSET
112

MEN'S RESTROOM
111
HWH
113

STORAGE
114
6'-2" 13'-11 1/2" 18'-0 1/2"
6'-4"
18'-6"
+/- 45'-7"
+/- 8'-0"
+/- 3'-6"
5'-0"
+/- 4'-0"
+/- 7'-6" +/- 13'-5" +/- 3'-6" +/- 21'-6" +/- 3'-2" +/- 13'-10" +/- 7'-10" +/- 45'-3" +/- 161'-7"
+/- 3'-6"
+/- 7'-10"
17'-5 1/2"
+/- 31'-5"
+/- 22'-3"
1'-0" 7'-3"
6'-4"
+/- 22'-3" +/- 24'-5" +/- 20'-5"
5'-6" 3'-8"
ALIGN
ALIGN
+/- 6'-7"
6'-2"
8'-8"
+/- 5'-11"
+/- 3'-0"
+/- 3'-10" +/- 20'-1" +/- 3'-7" +/- 12'-1" +/- 10'-2" +/- 11'-6" +/- 11'-3" +/- 22'-0" +/- 2'-11" +/- 22'-2" +/- 5'-10"
5'-1"
+/- 5'-9"
5'-9"
3'-6" 5'-6"
4'-8"
6'-0"
7'-4"
15'-10 1/2"

WOMEN'S

RESTROOM
102

MEN'S SHOWER /

CHANGING
111

JANITOR CLOSET
107
6'-5"
NEW 2x4 WOOD FRAMED WALL
NEW 2x6 WOOD FRAMED WALL
NEW 8" CMU WALL
EXISTING 8" CMU WALL TO REMAIN

EXISTING WOOD FRAMED WALL TO REMAIN

1. 2.

VERIFY ALL ROUGH OPENING SIZES PRIOR TO FRAMING

SEE ENLARGED PLANS FOR ADDITIONAL DIMENSIONS
A4.2
C1
A4.2
C1
A4.2
C2
A4.2
C1
A4.2
C1
A4.2
C1
A4.2
C1
A4.2
C1
A4.2
C2
A4.2
C2
A4.2
C1
A4.2
C1
SIM. WITH GYP BD

FINISH ON EXPOSED

SIDE ONLY
920
920
920 920

1. VERIFY CURB WIDTH WITH ALL WALL SECTIONS AND WALL TYPES

2. SACK AND PATCH CONCRETE CURB TO PROVIDE SMOOTH
FINISH WITH UNIFORM COLOR WHERE EXPOSED. SEAL CONRETE
SLAB AND CURB.

CMU WALL ON CONCRETE SLAB

CONCRETE CURB
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OF CALI
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C018223
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O
IANR
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 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

DIMENSION

PLAN & CURB
PLAN
200702
A2.2
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
A2.2 SCALE: 1/8" = 1'-0"
B1 DIMENSION PLAN

WALL LEGEND
NOTES
A2.2 SCALE: 1/8" = 1'-0"
D1 CURB PLAN
NOTES

CONSTRUCTION NOTES
920 FLOOR DRAIN, SEE PLUMBING
LEGEND
Not for Construction
For Council Approval

STORAGE
101

WOMEN'S SHOWER
/ CHANGING
102

STORAGE
104
HWH
103

OFFICE /

LIFEGUARD
105

FIRST AID
106

BREAK ROOM
108

ENTRY VESTIBULE
109

EQUIPMENT
110

JANITOR CLOSET
112

MEN'S RESTROOM
111
HWH
113

STORAGE
114
TYP.
602
TYP.
602
6" / 12" 6" / 12"

MEN'S SHOWER /

CHANGING
111

WOMEN'S

RESTROOM
102
373

JANITOR CLOSET
107

1. 2.

3. 4.

5. CONTRACTOR SHALL VERIFY DIMENSIONS AND LAYOUT OF ALL FIXTURES AND EQUIPMENT WITH ARCHITECT PRIOR TO ROUGH IN.

REQUEST CLARIFICATION FOR ANY DIMENSIONS NOT SHOWN.

PROVIDE ACCESS PANELS AS REQUIRED FOR MECHANICAL
EQUIPMENT, SEE MECHANICAL AND PLUMBING.

EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OR APPROACH.

EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO ONE POINT SHOULD BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN.

SEE A2.1 FOR FLOOR PLAN AND A2.2 FOR DIMENSION PLAN.

PAINT EXISTING PLYWOOD CEILING OR SOFFIT

LIGHT FIXTURE, SEE ELECTRICAL

EXIT SIGN, SEE ELECTRICAL

LIGHT FIXTURE, SEE ELECTRICAL

EMERGENCY LIGHT FIXTURE, SEE ELECTRICAL
1/4" / 12" 1/4" / 12"
6" / 12" 6" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12" 1/4" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12"
TYP.
801
TYP.
801
036 036
006

1. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL FOR
LOCATIONS OF EQUIPMENT, VENTS, DUCTS, ETC.

E
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OF CALI
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C018223
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O
IANR
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 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

REFLECTED

CEILING PLAN
& ROOF PLAN
200702
A2.3
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
A2.3 SCALE: 1/8" = 1'-0"
B1 REFLECTED CEILING PLAN

CONSTRUCTION NOTES
006 EXISTING SHINGLE ROOFING TO REMAIN
036 EXISTING EVAPORATIVE SWAMP COOLER
373 NEW 4X12 BEAM AT LOW ROOF
602 PAINT ALL EXPOSED BEAMS AND RAFTERS
801 EXISTING SINGLE PLY ROOFING OVER TAPERED INSULATION

RCP NOTES

RCP LEGEND
A2.3 SCALE: 1/8" = 1'-0"
D1 ROOF PLAN

ROOF PLAN NOTES
Not for Construction
For Council Approval

FINISH FLOOR
0' - 0"
T.O.M.
7' - 4"
T.O.P.
10' - 0"
B.O.F.
8' - 1"
T.O.R.
17' - 9"
TYP.
251

FINISH FLOOR
0' - 0"
T.O.M.
7' - 4"
T.O.P.
10' - 0"
B.O.F.
8' - 1"
T.O.R.
17' - 9"
TYP.
110 251
412 061

FINISH FLOOR
0' - 0"
T.O.M.
7' - 4"
T.O.P.
10' - 0"
B.O.F.
8' - 1"
T.O.R.
17' - 9"
TYP.
251

FINISH FLOOR
0' - 0"
T.O.M.
7' - 4"
T.O.P.
10' - 0"
B.O.F.
8' - 1"
T.O.R.
17' - 9"
TYP.
251
A3.1
D1
412

1. NOTES AND DETAILS APPLY TO ALL ELEVATIONS U.N.O.

SEE B3 & B4/T-4 FOR TYPICAL

FIXTURE AND ACCESSORY HEIGHTS
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Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

EXTERIOR

ELEVATIONS
200702
A3.1
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
A3.1 SCALE: 1/8" = 1'-0"
A3 SOUTH ELEVATION
A3.1 SCALE: 1/8" = 1'-0"
B1 EAST ELEVATION

CONSTRUCTION NOTES
061 DIMENSIONAL LETTER SIGN
110 EXISTING STAIR AND RAMP SHOWN. SEE FLOOR PLAN FOR ADDITIVE ALTERNATE #1 STAIR AND RAMP CONFIGURATION
251 EXISTING PAINTED CMU WALLS
412 SEE DOOR SCHEDULE SHEET A6.1 FOR ADD ALTERNATE OVERHEAD DOOR

REPLACEMENT
A3.1 SCALE: 1/8" = 1'-0"
A1 NORTH ELEVATION
A3.1 SCALE: 1/8" = 1'-0"
C1 WEST ELEVATION
NOTES
A3.1 SCALE: 1/2" = 1'-0"
D1 EXISTING EXTERIOR ACCESSIBLE SHOWER ELEVATIONS
Not for Construction
For Council Approval

FINISH FLOOR
0' - 0"

FINISH FLOOR
0' - 0"
T.O.M.
7' - 4"
T.O.P.
10' - 0"
B.O.F.
8' - 1"

STORAGE
101

WOMEN'S SHOWER
/ CHANGING
102

STORAGE
104

FIRST AID
106

OFFICE /

LIFEGUARD
105

ENTRY VESTIBULE
109

EQUIPMENT
110

JANITOR CLOSET
112

MEN'S RESTROOM
111

STORAGE
114
T.O.R.
17' - 9"

WOMEN'S

RESTROOM
102

JANITOR CLOSET
107

MEN'S SHOWER /

CHANGING
111

FINISH FLOOR
0' - 0"

FINISH FLOOR
0' - 0"
T.O.M.
7' - 4"
B.O.F.
8' - 1"

WOMEN'S SHOWER
/ CHANGING
102

FINISH FLOOR
0' - 0"

FINISH FLOOR
0' - 0"
T.O.M.
7' - 4"
B.O.F.
8' - 1"

MEN'S RESTROOM
111

MEN'S SHOWER /

CHANGING
111

1. NOTES AND DETAILS APPLY TO ALL SECTIONS U.N.O.

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Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

BUILDING

SECTIONS
200702
A4.1
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678

CONSTRUCTION NOTES
A4.1 SCALE: 1/8" = 1'-0"
B1 BUILDING SECTION
A4.1 SCALE: 1/8" = 1'-0"
D1 BUILDING SECTION
A4.1 SCALE: 1/8" = 1'-0"
D3 BUILDING SECTION
NOTES
Not for Construction
For Council Approval
1 8" CMU WALL
2 GYPSUM BOARD, SEE FINISH

SCHEDULE FOR TYPE

SOUND ATTENUATION BATTS
2X4 WOOD STUD
3 GYPSUM BOARD, SEE FINISH

SCHEDULE FOR TYPE

GYPSUM BOARD, SEE FINISH

SCHEDULE FOR TYPE

SOUND ATTENUATION BATTS
2X4 WOOD STUD
4 GYPSUM BOARD, SEE FINISH

SCHEDULE FOR TYPE

GYPSUM BOARD, SEE FINISH

SCHEDULE FOR TYPE

SOUND ATTENUATION BATTS
2X6 WOOD STUDS, PER PLAN
PLYWOOD SHEATHING, 15/32" PLY
AND 10D @ 6" O.C. PEN

WALL CONSTRUCTION

SEE WALL TYPES FOR

GYPSUM BOARD, SEE FINISH

SCHEDULE FOR TYPE

GYPSUM BOARD, SEE FINISH

SCHEDULE FOR TYPE

FRP WAINSCOT WHERE OCCURS,

SEE ROOM FINISH SCHEDULE

SLOPE TO DRAIN
(WHERE OCCURS)

CHAMFERED EDGE, SEE DETAIL
C3/A4.2

FINISH FLOOR, SEE FINISH PLAN

SEALANT

SEALANT
0'-6"
0'-6"

SOLID PLASTIC SHOWER PARTITION

CHAMFERED EDGE, SEE DETAIL
C3/A4.2

SLOPE TO DRAIN
(WHERE OCCURS)

EPOXY-RESIN FLOORING, SEE FINISH

SCHEDULE
0'-6"
1/2" 1/8"

SEE WALL TYPES AND ROOM FINISH

SCHEDULE FOR WALL CONSTRUCTION

GYPSUM BOARD, SEE FINISH

SCHEDULE FOR TYPE
0'-6"

STUDS PER PLAN

CONCRETE CURB
ROUGHEN SLAB TO 1/4" AMPLITUDE
2X PTDF SILL WITH 5/8" DIAM. X 7"
ANCHOR BOLTS @ 48" O.C. (2) MIN.

EXISTING CONCRETE SLAB
0'-1"
#4 CONT.
0'-2"
#4 @ 16" O.C. (2) MIN. ADHESIVE
ANCHOR TO EXISTING CONCRETE.

TENSION TEST 25% TO 200 #
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Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

WALL TYPES &

CURB DETAILS
200702
A4.2
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
A4.2 SCALE: 1" = 1'-0"
B1 WALL TYPES
A4.2 SCALE: 3" = 1'-0"
C1 CURB - 2 SIDES EXPOSED AT INTERIOR WALLS
A4.2 SCALE: 3" = 1'-0"
C2 CURB AT SHOWER
A4.2 SCALE: 6" = 1'-0"
C3 CHAMFER EDGE DETAIL
A4.2 SCALE: 3" = 1'-0"
D1 NEW CURB AT EXISTING SLAB
A4.2 SCALE: 1 1/2" = 1'-0"
D2 ADHESIVE ANCHOR

INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR Not for Construction
For Council Approval

WOMEN'S SHOWER
/ CHANGING
102

STORAGE
101
HWH
103
D1
A5.1
5 D1
A5.1
1 7
8 6
2 D1
A5.1
13 11
D1
A5.1
4 3
12 TYP.
618
TYP.
905
757
763
TYP.
766
TYP.
916
TYP.
759
TYP.
768
770
TYP.
712
30"x48"
CLEAR
30"x48"CLEAR
ø
5' - 0"
30"x48"
CLEAR
ø 5' - 0"
18"X60" CLEAR
502
054
TYP.
509
769
769
913
36"X60" CLEAR
4'-0"
1'-8"
764
1'-8"
3'-6"
1'-0" 5'-0"
8'-0"
918
7'-0" 3'-0" 3'-0" 3'-0"
3'-1" 2'-11"

WOMEN'S

RESTROOM
102

JANITOR CLOSET
107
D1
A5.1
9 10
TYP.
768
TYP.
509
OPEN
770
502
054
TYP.
913
771
771
A7.1
B1
769
4'-0" 0'-6"
TYP.
916 766 538
4'-0"
A7.1
A1
757
TYP.
761 763
TYP.
923 905
A7.1
D1
TYP.
924

FIBER REINFORCED PLASTIC

1. SEE SHEETS T-3 & T-4 FOR RESTROOM FIXTURE AND ACCESSORY

HEIGHTS AND CLEARANCES
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 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

ENLARGED

PLANS &

INTERIOR

ELEVATIONS
200702
A5.1
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678

CONSTRUCTION NOTES
054 30X60 ACCESSIBLE ROLL IN SHOWER, SEE A3 AND A4/T-4
502 SHOWER GRAB BAR, SEE B3/T-3
509 CHANGING STALL PARTITIONS
538 TOILET STALL PARTITIONS
618 SOLID SURFACE COUNTERTOP, SEE FINISH SCHEDULE
712 SHOWER CURTAIN AND CURTAIN ROD
757 PAPER TOWEL DISPENSER/RECEPTACLE
759 TOILET PAPER DISPENSER
761 MIRROR
763 SOAP DISPENSER
764 WALL MOUNTED BABY CHANGING STATION
766 TOILET STALL DOOR, SEE B1/T-4
768 FLOOR MOUNTED BENCH
769 ACCESSIBLE BENCH
770 FOLDING SHOWER SEAT
771 SOAP DISH
905 SINK, SEE PLUMBING DRAWINGS
913 SHOWER, SEE PLUMBING DRAWINGS
916 LAVATORY, SEE PLUMBING DRAWINGS
918 ELECTRIC HAND DRYER
923 HAND DRYER TO BE XLERATOR MODEL XL-SB
924 ELECTRICAL OUTLET, SEE ELECTRICAL DRAWINGS
A5.1 SCALE: 1/4" = 1'-0"
D1
ENLARGED PLAN & INTERIOR ELEVATIONS - ROOMS 101, 102, 104 & 107 - STORAGE,

WOMEN'S RESTROOM/SHOWER/CHANGING, STORAGE & JANITOR CLOSET 5 6 7 8
11 13
1 2
3 4
12 LEGEND
9 10
NOTES
Not for Construction
For Council Approval

EQUIPMENT
110

JANITOR CLOSET
112

MEN'S RESTROOM
111
HWH
113

STORAGE
114
D1
A5.2
7 D1
A5.2
11 12
10 D1
A5.2
9 8
D1
A5.2
5 6
D1
A5.2
3 4 2
TYP.
907
618
905
763
770
054
D1
A5.2
13 14
D1
A5.2
15 16
56"X60"
CLEAR
30"x48"
CLEAR
30"x48"CLEAR
30"x48"
CLEA
30"x48"
R
CLEAR
18"X60" CLEAR
18"X60" CLEAR
986
502
769
769
767
TYP.
509 768
767
36"X60"
CLEAR
757
1 ø 5' - 0"
1'-7 1/2"
918
1'-8"
3'-6"
4'-0"
1'-8
5 "
'-5"
5'-2"
4'-11"
3'-0 1/4" 3'-1" 7'-2"
4'-0" 4'-0"

MEN'S SHOWER /

CHANGING
111
764
TYP.
763 761
TYP.
905
7'-4"
A7.1
D1 757 923
TYP.
769 509
TYP.
907 986
4'-0" 0'-6"
769 770 054
910
502
A7.1
B1
930

FIBER REINFORCED PLASTIC

1. SEE SHEETS T-3 & T-4 FOR RESTROOM FIXTURE AND ACCESSORY

HEIGHTS AND CLEARANCES
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Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

NOT FOR

CONSTRUCTION

CONCEPT
DESIGN
01/11/20

NOT FOR

CONSTRUCTION
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
(CLIENT LOGO)
(CONSULTANT LOGO)
SHEET NUMBER:

ENLARGED

PLANS &

INTERIOR

ELEVATIONS
200702
A5.2
Checker
Approver
Author

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678

CONSTRUCTION NOTES
054 30X60 ACCESSIBLE ROLL IN SHOWER, SEE A3 AND A4/T-4
502 SHOWER GRAB BAR, SEE B3/T-3
509 CHANGING STALL PARTITIONS
618 SOLID SURFACE COUNTERTOP, SEE FINISH SCHEDULE
757 PAPER TOWEL DISPENSER/RECEPTACLE
761 MIRROR
763 SOAP DISPENSER
764 WALL MOUNTED BABY CHANGING STATION
767 ACCESSIBLE TOILET STALL, SEE B3/T-3
768 FLOOR MOUNTED BENCH
769 ACCESSIBLE BENCH
770 FOLDING SHOWER SEAT
905 SINK, SEE PLUMBING DRAWINGS
907 URINAL, SEE PLUMBING DRAWINGS
910 ACCESSIBLE SHOWER HEAD, SEE PLUMBING
918 ELECTRIC HAND DRYER
923 HAND DRYER TO BE XLERATOR MODEL XL-SB
930 RELOCATED CABINET
986 ACCESSIBLE URINAL, SEE PLUMBING DRAWINGS
A5.2 SCALE: 1/4" = 1'-0"
D1
ENLARGED PLAN & INTERIOR ELEVATIONS - ROOMS 110, 111, 112, 114 - EQUIPMENT, JANITOR

CLOSET, MEN'S RESTROOM / SHOWER / CHANGING, STORAGE
2 3 4
5 6 7 8
9 10 11 12
13 14 15 16
1 LEGEND
NOTES
Not for Construction
For Council Approval

OFFICE /

LIFEGUARD
105

FIRST AID
106

BREAK ROOM
108
D1
A5.3
1 2
3 4
D1
A5.3
5 6
7 751
A7.1
C1
4 EQ
5'-0"
4 EQ
6'-0"
A7.2
B1
751 A7.1
C2
A7.1
C1
2 EQ
2'-6"
OPEN
4 EQ
6'-0"
A7.2
B1
OPEN
A7.1
D3
A7.1
C4
A7.1
C3
2 EQ
3'-2"
2 EQ
3'-0"
5 EQ
8'-3"
2'-9"
2'-11"
A7.1
C2 A7.1
D2
5 EQ
9'-9"
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Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

ENLARGED

PLANS &

INTERIOR

ELEVATIONS
200702
A5.3
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678

CONSTRUCTION NOTES
751 SAFE
A5.3 SCALE: 1/4" = 1'-0"
D1
ENLARGED PLAN & INTERIOR ELEVATIONS - ROOMS 105, 106 & 108 - OFFICE/LIFEGUARD,

FIRST AID & BREAK ROOM
1 2
3 4
5 6 7
Not for Construction
For Council Approval

ABBR DESCRIPTION

CNC CONCRETE (SEALED)

CMU CONCRETE MASONRY UNIT

CT CERAMIC TILE

EXP EXPOSED STRUCTURE
EP HIGH PERFORMANCE EPOXY COATING OVER CONC. SLAB
GWB GYPSUM WALL BOARD 5/8" UON
GWBWR

PL PLASTIC LAMINATE

PT PAINT
PLYWD 1/2" PLYWOOD, PAINTED

RB RUBBER BASE

SM SHEET METAL

SS STAINLESS STEEL
GYPSUM WALL BOARD, WATER RESISTANT (5/8")

MATERIAL LEGEND

FF FACTORY FINISH

FRP FIBER REINFORCED PLASTIC

HM HOLLOW METAL

MTL METAL

GL GLAZING

SSU SOLID SURFACE

WD WOOD
1 PAINT FINISH: EGG SHELL, COLOR PER OWNER
2 PAINT FINISH: SEMI-GLOSS, COLOR PER OWNER
3 REMOVE ALL EXISTING EPOXY COATING AT FLOOR AND

BASE LOCATIONS AND REPLACE WITH NEW EPOXY

COATING FLOOR AND BASE THROUGHOUT
4 REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL

INFORMATION
5 SEAL EDGES AND PAINT PLYWOOD
6 SACK AND PATCH CONCRETE CURB TO PROVIDE

SMOOTH FINISH WITH UNIFORM COLOR WHERE EXPOSED

SEAL, CONCRETE SLAB AND CURB
7 ALL COLOR SELECTIONS ARE TO BE BY OWNER
2'-10"
A B C EXISTING C ADDITIVE ALTERNATE #2 -

REPLACE (E) ROLL-UP WITH (N) OVERHEAD

SECTIONAL DOOR
HEIGHT
WIDTH
HEIGHT
WIDTH
HEIGHT
WIDTH
HEIGHT
WIDTH
1 TOILET ROOM ISA SIGNAGE AND TEXT ON WALL

ADJACENT TO DOOR, SEE
2 PROVIDE ISA SYMBOL ON DOOR
3 (E) DOOR TO REMAIN, REFINISH & REPLACE HARDWARE
4 (E) DOOR TO BE REPLACED. LEAVE (E) HM DOOR FRAME

AND REUSE
5 PROVIDE TACTILE EXIT / EXIT ROUTE SIGN
6 PROVIDE ROOM IDENTIFICATION SIGNAGE, VERIFY TEXT
WITH OWNER, SEE B3 & D4/T-6
7 PROVIDE CLOSER AT THIS DOOR
8 PROVIDE SIGN AT EXIT DOOR THAT IS READILY VISIBLE,
DURABLE, ADJACENT TO EXIT DOOR THAT SAYS "THIS

DOOR SHALL REMAIN UNLOCKED WHEN SPACE IS
OCCUPIED"
9 DOOR OPENING HARDWARE TO BE MOUNTED 34" TO 44"

ABOVE FINISHED FLOOR
10 ADDITIVE ALTERNATE #2 - REPLACE EXISTING OVERHEAD

COILING DOOR WITH ALUMINUM AND GLASS

OVERHEAD SECTIONAL DOOR
T-6
A1
NOTES:

1. DOORS IN THE MEANS OF EGRESS SHALL BE OPENABLE FROM

THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL
KNOWLEDGE OR EFFORT.

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 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

ROOM FINISH

SCHEDULE &
DOOR

SCHEDULE
200702
A6.1
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678

ROOM FINISH SCHEDULE

ROOMS FLOOR BASE WAINSCOT WALLS CEILING CASEWORK

NUMBER DESCRIPTION MATERIAL COLOR MATERIAL COLOR MATERIAL COLOR REMARKS

NORTH EAST SOUTH WEST

MATERIAL COLOR MATERIAL COLOR MATERIAL COLOR MATERIAL COLOR MATERIAL COLOR HEIGHT COUNTERTOP COLOR CABINET COLOR 101 STORAGE EP EP-1 EP EP-1 CMU PT-1 CMU PT-1 GWBWR PT-1 CMU/GWBWR PT-1 PLYWD PT-1 8' - 1" 2, 3, 7 102 WOMEN'S SHOWER / CHANGING EP EP-1 EP EP-1 FRP FRP-1 CMU/GWBWR PT-1 CMU PT-1 CMU/GWBWR PT-1 CMU/GWBWR PT-1 PLYWD PT-1 8' - 1" 2, 3, 7 102 WOMEN'S RESTROOM EP EP-1 EP/RB EP-1/RB-1 FRP FRP-1 GWBWR PT-1 CMU PT-1 CMU/GWBWR PT-1 CMU PT-1 PLYWD PT-1 8' - 1" SSU SSU-1 2, 3, 7 103 HWH EP EP-1 EP EP-1 CMU/GWBWR PT-1 GWBWR PT-1 CMU PT-1 CMU PT-1 PLYWD PT-1 8' - 1" 2, 3, 7 104 STORAGE EP EP-1 EP/RB EP-1/RB-1 GWB PT-1 GWB PT-1 GWB PT-1 CMU PT-1 PLYWD PT-1 7' - 4" 2, 3, 7 105 OFFICE / LIFEGUARD EP EP-1 RB RB-1 PLYWD PT-1 PLYWD PT-1 PLYWD PT-1 PLYWD PT-1 PLYWD PT-1 8' - 0" SSU SSU-1 PL PL-1 1, 3, 5, 7 106 FIRST AID EP EP-1 EP/RB EP-1/RB-1 GWB PT-1 PT-1 PT-1 PLYWD PT-1 7' - 4" SSU SSU-1 1, 3, 7 107 JANITOR CLOSET EP EP-1 EP/RB EP-1/RB-1 FRP FRP-1 CMU/GWBWR PT-1 CMU/GWBWR PT-1 GWBWR PT-1 GWBWR PT-1 PLYWD PT-1 7' - 4" 1, 3, 7 108 BREAK ROOM EP EP-1 RB RB-1 PLYWD PT-1 PLYWD PT-1 PLYWD PT-1 PLYWD PT-1 PLYWD PT-1 8' - 0" SSU SSU-1 PL PL-1 2, 3, 5, 7 109 ENTRY VESTIBULE EP EP-1 PLYWD PT-1 PLYWD PT-1 PLYWD PT-1 PLYWD PT-1 PLYWD PT-1 8' - 1" 2, 3, 7 110 EQUIPMENT EP EP-1 EP/RB EP-1/RB-1 CMU/GWB PT-1 GWB PT-1 GWB PT-1 CMU PT-1 PLYWD PT-1 7' - 4" 2, 3, 7 111 MEN'S RESTROOM EP EP-1 EP/RB EP-1/RB-1 FRP FRP-1 CMU/GWBWR PT-1 CMU PT-1 CMU PT-1 CMU PT-1 PLYWD PT-1 8' - 1" SSU SSU-1 2, 3, 7 111 MEN'S SHOWER / CHANGING EP EP-1 EP EP-1 FRP FRP-1 GWBWR PT-1 CMU PT-1 GWBWR PT-1 CMU PT-1 PLYWD PT-1 8' - 1" 2, 3, 7 112 JANITOR CLOSET EP EP-1 EP/RB EP-1/RB-1 FRP FRP-1 GWBWR PT-1 CMU/GWBWR PT-1 CMU PT-1 GWBWR PT-1 PLYWD PT-1 7' - 4" 2, 3, 7 113 HWH EP EP-1 EP EP-1 CMU PT-1 CMU PT-1 GWBWR PT-1 GWBWR PT-1 PLYWD PT-1 8' - 1" 2, 3, 7 114 STORAGE EP EP-1 EP EP-1 GWBWR PT-1 CMU PT-1 CMU PT-1 CMU/GWBWR PT-1 PLYWD PT-1 8' - 1" 2, 3, 7

FINISH NOTES
VARIES

DOOR SCHEDULE

DOOR FRAME DETAIL

HARDWARE

MARK TYPE WIDTH HEIGHT ELEV DEPTH MATERIAL GROUP REMARKS COLOR

INT/EXT FINISH
LOUVER

SIZE HOUR MATERIAL FINISH
COLOR

INT/EXT HEAD JAMB JAMB THRESHOLD
101A SINGLE 3' - 0" 6' - 8" A 0' - 1 3/4" HM PT-2 PT HM PT PT-2 A2/A7.1 A3/A7.1 A3/A7.1 A4/A7.1 6, 9 102A SINGLE 3' - 0" 6' - 8" A 0' - 1 3/4" HM PT-2 PT HM PT PT-2 B2/A7.1 B3/A7.1 B3/A7.1 B4/A7.1 1, 4, 5, 6, 7, 9 102B SINGLE 3' - 0" 6' - 8" A 0' - 1 3/4" HM PT-2 PT HM PT PT-2 B2/A7.1 B3/A7.1 B3/A7.1 B4/A7.1 1, 4, 5, 6, 7, 9 103A SINGLE 3' - 0" 6' - 8" A 0' - 1 3/4" HM PT-2 PT HM PT PT-2 A2/A7.1 A3/A7.1 A3/A7.1 A4/A7.1 6, 9 104A SINGLE 3' - 0" 6' - 8" A 0' - 1 3/4" HM PT-2 PT HM PT PT-2 B2/A7.1 B3/A7.1 B3/A7.1 B4/A7.1 6, 9 105A ROLL-UP COUNTER SHUTTER 5' - 4" 4' - 0" B 0' - 0 1/2" SS SS-1 FF SS FF SS-1 D4/A7.1 D4/A7.1 D4/A7.1 107A SINGLE 3' - 0" 6' - 8" A 0' - 1 3/4" HM PT-2 PT HM PT PT-2 A2/A7.1 A3/A7.1 A3/A7.1 A4/A7.1 108A SINGLE 3' - 0" 6' - 8" A 0' - 1 3/4" HM PT-2 PT HM PT PT-2 A2/A7.1 A3/A7.1 A3/A7.1 A4/A7.1 4, 5, 6, 9 108B ROLL-UP COUNTER SHUTTER 3' - 4" 4' - 0" B 0' - 0 1/2" SS SS-1 FF SS FF SS-1 D4/A7.1 D4/A7.1 D4/A7.1 110A SINGLE 3' - 0" 6' - 8" A 0' - 1 3/4" HM PT-2 PT HM PT PT-2 A2/A7.1 A3/A7.1 A3/A7.1 A4/A7.1 4, 6, 9 111A SINGLE 3' - 0" 6' - 8" A 0' - 1 3/4" HM PT-2 PT HM PT PT-2 B2/A7.1 B3/A7.1 B3/A7.1 B4/A7.1 1, 4, 5, 6, 7, 9 111B SINGLE 3' - 0" 6' - 8" A 0' - 1 3/4" HM PT-2 PT HM PT PT-2 B2/A7.1 B3/A7.1 B3/A7.1 B4/A7.1 1, 4, 5, 6, 7, 9 112A SINGLE 3' - 0" 6' - 8" A 0' - 1 3/4" HM PT-2 PT HM PT PT-2 A2/A7.1 A3/A7.1 A3/A7.1 A4/A7.1 6, 9 113A SINGLE 3' - 0" 6' - 8" A 0' - 1 3/4" HM PT-2 PT HM PT PT-2 A2/A7.1 A3/A7.1 A3/A7.1 A4/A7.1 6, 9 114A SINGLE 3' - 0" 6' - 8" A 0' - 1 3/4" HM PT-2 PT HM PT PT-2 A2/A7.1 A3/A7.1 A3/A7.1 A4/A7.1 6, 9 E109A ROLL UP 4' - 6" 7' - 0" C 0' - 0 1/2" 8, 10
E109B ROLL UP 4' - 9" 7' - 0" C 0' - 0 1/2" 8, 10

DOOR NOTES
V.I.F.

V.I.F.

V.I.F. V.I.F.

VARIES
Not for Construction
For Council Approval

SEE WALL TYPES
VARIES
RO

GYPSUM BOARD, SEE

FINISH SCHEDULE FOR
TYPE

GYPSUM BOARD, SEE FINISH

SCHEDULE FOR TYPE

WOOD HEADER

SEALANT (BOTH SIDES)

DOOR FRAME AS SCHEDULED

DOOR AS SCHEDULED
RO

GYPSUM BOARD, SEE FINISH

SCHEDULE FOR TYPE

SEALANT (BOTH SIDES)

GYPSUM BOARD, SEE FINISH

SCHEDULE FOR TYPE
2X WOOD FRAMING

DOOR FRAME AS SCHEDULED

DOOR AS SCHEDULED

DOOR FRAME BEYOND
RO

FINISH FLOOR, SEE FINISH PLAN
2'-10"
4"
3 1/2"
7"
2'-1"
1"
1 1/2"

RUBBER BASE
CHAMFERED EDGE, TYP.

ADJUSTABLE SHELF CLIPS AND

STANDARDS
3/4" THICK PLYWOOD WITH PLASTIC

LAMINATE, SEE FINISH SCHEDULE
3/4" THICK PLYWOOD ADJUSTABLE

SHELF WITH WHITE MELAMINE FINISH,
TYP.

WHITE MELAMINE FINISH, TYP.

DRAWERS WITH FULL EXTENSION
SLIDES

PULL, ALL PULLS SHALL ALIGN

COUNTERTOP, SEE FINISH SCHEDULE

BACKSPLASH WHERE OCCURS, SEE

FINISH SCHEDULE AND INTERIOR

ELEVATIONS

EXISTING CMU WALL

ANCHOR SET IN BLOCK

DOOR AS SCHEDULED, SEE DOOR
SCHEDULE ON A6.1

FLASHING

DOOR FRAME - PROVIDE MASONRY
ANCHORS AT 24" O.C. MAX
SEALANT @ CORNERS TYP.

FILL WITH GROUT
RO

ANCHOR SET IN BLOCK

DOOR AS SCHEDULED, SEE DOOR
SCHEDULE ON A6.1

EXISTING CMU WALL
SEALANT @ CORNERS TYP.

FILL WITH GROUT
RO
SEE DOOR SCHEDULE SHEET A6.1

FOR ADD ALTERNATE OVERHEAD

DOOR REPLACEMENT
1 1/2"
GRAB BAR, SEE T-4 AND
D3/T-3

WAINSCOT, SEE FINISH

SCHEDULE

CEMENTITIOUS BACKER BOARD
3/4" PLYWOOD SUBTOP. PROVIDE

MOISTURE RESISTANT IN WET AREAS
EXISTING 1/2" SHEAR PANEL

ATTACH GRAB BAR THRU WALL WITH
MOUNTING SCREWS TO 2X6 WOOD

BACKING PLATE SECURELY

FASTENED BETWEEN STUDS AS

REQUIRED

INTERIOR EXTERIOR
1/2"

DOOR AS SCHEDULED, SEE DOOR
SCHEDULE ON A6.1
RO
AT 1:12 SLOPE

EXPANSION JOINT

WEATHER STRIPPING

REMOVE EXISTING CONCRETE SLAB

AND REPLACE WITH NEW TO
ACHIEVE A 60" X 60" LEVEL
LANDING. SLOPE 2% AWAY FROM

BUILDING UNTIL IT CONFORMS TO

EXISTING POOL DECK SLAB

ALUMINUM THRESHOLD SET IN
MASTIC

FLOORING AS OCCURS
1"
1 1/2"
MIN.
9"
MAX.
6"
MIN.
29"

SOLID SURFACE WHERE OCCURS,

SEE ROOM FINISH SCHEDULE

CONCEALED BRACKET AT OPEN
END AND 30" O.C. MAX

UNDERMOUNT SINK, SEE PLUMBING
2" X 3" @ 16" O.C.

FOUR 1/2" - MACHINED BOLTS

PER STUD

KNEE AND TOE CLEARANCES
PER 2016 CBC 11B-306.2
& 11B-306.3, SEE C1/T-4

WALL MOUNTED MIRROR

MIRROR FRAME

SEALANT

BACKSPLASH, SEE FINISH

SCHEDULE

FACE OF WALL
MIN.
27"

CMU WALL

WALL MOUNTED MIRROR

SOLID SURFACE COUNTERTOP, SEE

FINISH SCHEDULE
CHAMFERED EDGE, TYP.

EXISTING CMU WALL
0'-1 1/2"
NOTE:

GRAB BAR ASSEMBLY TO WITHSTAND A LOAD OF 250 POUNDS APPLIED AT ANY POINT IN ANY DIRECTION

FACE OF WALL FINISH

GRAB BAR FLANGE
+33" ABOVE FIN. FLOOR
+36" MAX. IF REQ'D BY W.C. TYPE
1 1/2" DIA. S.S. GRAB BAR WITH

CONCEALED MOUNTING ASSEMBLY
- ANCHOR PER MANUFACTURER'S

RECOMMENDATIONS
5/16" MIN. ROUND HEAD MACHINE
BOLT, 4" LONG, THRU TENON PLATE

INTO LEAD EXPANSION SHIELD
2'-6"
4"
3"
2'-0"
1"
1 1/2"

RUBBER BASE
CHAMFERED EDGE, TYP.

ADJUSTABLE SHELF CLIPS AND

STANDARDS
3/4" THICK PLYWOOD WITH PLASTIC

LAMINATE, SEE FINISH SCHEDULE
3/4" THICK PLYWOOD ADJUSTABLE

SHELF WITH WHITE MELAMINE FINISH,
TYP.

WHITE MELAMINE FINISH, TYP.

COUNTERTOP, SEE FINISH SCHEDULE
2'-0 1/2"
1 1/2"
2'-6"
A.F.F.

COUNTERTOP, SEE FINISH SCHEDULE
FOUR (4) 1/2" - MACHINED BOLTS

PER STUD
24"H X 21"W X 1 1/2" X 1/4" STEEL
ANGLE IRON AT ENDS AND 30" O.C.
- WELD TO 18" X 2" X 1/8" BAR -
FASTEN WITH 3/4" FLAT HEAD WOOD

SCREW TO COUNTERTOP

PLYWOOD SUB-SURFACE
CHAMFERED EDGE, TYP.

KNEE AND TOE CLEARANCES,
SEE D2/T-4
2'-1"

FIELD VERIFY (E) COUNTER OPENING HEIGHT
2'-10" MAX
1'-0"

NEW COUNTERTOP, SEE FINISH

SCHEDULE

ROLL-UP COUNTER SHUTTER
2'-10"
4"
2'-1"
1"
1 1/2"

RUBBER BASE
CHAMFERED EDGE, TYP.
3/4" THICK PLYWOOD WITH PLASTIC

LAMINATE, SEE FINISH SCHEDULE

COUNTERTOP, SEE FINISH SCHEDULE

BACKSPLASH WHERE OCCURS, SEE

FINISH SCHEDULE AND INTERIOR

ELEVATIONS
3/4" THICK PLYWOOD WITH PLASTIC

LAMINATE, SEE FINISH SCHEDULE
1/4" THICK PLYWOOD BACK WITH

PLASTIC LAMINATE

VARIES, SEE INTERIOR ELEVATIONS
1'-3"
3"

ADJUSTABLE SHELF CLIPS AND

STANDARDS
3/4" THICK PLYWOOD ADJUSTABLE

SHELF WITH WHITE MELAMINE FINISH,
TYP.

WHITE MELAMINE FINISH, TYP.

PULL, ALL PULLS SHALL ALIGN
3/4" THICK PLYWOOD WITH PLASTIC

LAMINATE, SEE FINISH SCHEDULE
MIN.
9"
MAX.
6"
MIN.
29"
1 1/2"
2'-1"

COUNTERTOP, SEE FINISH SCHEDULE
CHAMFERED EDGE, TYP.
2'-10"

UNDERMOUNT ADA SINK, SEE

PLUMBING

KNEE AND TOE CLEARANCES
PER 2016 CBC 11B-306.2
& 11B-306.3, SEE C1/T-4
HEAD
JAMB

EXISTING WALL
ATTACH O.H. HOOD PER
MANUF.

RECOMMENDATIONS

SHUTTER HOOD

CURTAIN

EXISTING WALL

CURTAIN
GUIDE
E
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C
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A
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F
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ST

OF CALI
L
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C018223
.

O
IANR
ATZ
T
NS EC
Y
ED ARC
T HI
 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

DETAILS
200702
A7.1
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
A7.1 SCALE: 3" = 1'-0"
A2 INTERIOR DOOR - HEAD
A7.1 SCALE: 3" = 1'-0"
A3 INTERIOR DOOR - JAMB
A7.1 SCALE: 3" = 1'-0"
A4 INTERIOR DOOR - THRESHOLD
A7.1 SCALE: 1" = 1'-0"
C4 KITCHEN BASE CABINET
A7.1 SCALE: 3" = 1'-0"
B2 EXTERIOR/INTERIOR DOOR - CMU HEAD
A7.1 SCALE: 3" = 1'-0"
B3 EXTERIOR/INTERIOR DOOR - CMU JAMB
A7.1 SCALE: 3" = 1'-0"
A1 GRAB BAR AT WOOD FRAMED WALL
A7.1 SCALE: 3" = 1'-0"
B4 EXTERIOR DOOR - THRESHOLD
A7.1 SCALE: 1" = 1'-0"
D1 RESTROOM ADA LAVATORY
A7.1 SCALE: 3" = 1'-0"
B1 GRAB BAR AT CMU WALL
A7.1 SCALE: 1" = 1'-0"
C1 OFFICE BASE CABINET
A7.1 SCALE: 1" = 1'-0"
C2 RECEPTION/WORK COUNTER
A7.1 SCALE: 1" = 1'-0"
D2 LIFEGUARD/CUBBY CABINET
A7.1 SCALE: 1" = 1'-0"
D3 UPPER CASEWORK DETAIL
A7.1 SCALE: 1" = 1'-0"
C3 KITCHEN SINK CABINET
A7.1 SCALE: 1 1/2" = 1'-0"
D4 OVERHEAD COUNTER SHUTTER
Not for Construction
For Council Approval
4"
NOTE: PROVIDE CONTINUOUS HINGE AND SPLINE
7'-0"
3"
2'-0"

RUBBER BASE
3/4" THICK PLYWOOD WITH PLASTIC

LAMINATE, SEE FINISH SCHEDULE
3/4" THICK PLYWOOD ADJUSTABLE

SHELF WITH WHITE MELAMINE FINISH,
TYP.

WHITE MELAMINE FINISH, TYP.

PULL, ALL PULLS SHALL ALIGN
E
E
K
C
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FR
A
REN. 09/10/21 F E
AT ST
OF
C
ALI
L
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C018223.

IANR ATZT
NS EC
Y
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D
A
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HI


Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

NOT FOR

CONSTRUCTION

CONCEPT
DESIGN
01/11/20

NOT FOR

CONSTRUCTION
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
(CLIENT LOGO)
(CONSULTANT LOGO)
SHEET NUMBER:

DETAILS
200702
A7.2
Checker
Approver
Author

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
A7.2 SCALE: 1" = 1'-0"
B1 STORAGE CABINET DETAIL
Not for Construction
For Council Approval
Not for Construction
For Council Approval
Not for Construction
For Council Approval
Not for Construction
For Council Approval
Not for Construction
For Council Approval
Not for Construction
For Council Approval
OHP
T
J
M
PC
DS
LCP

DETAIL NUMBER DESIGNATION

SHEET ON WHICH DETAIL IS LOCATED
E1
3 1 SHEET NOTE REFERENCE
M
M

SITE SYMBOLS LEGEND COMMUNICATION LEGEND

PANEL BOARD (SURFACE)

SWITCHBOARD OR MCC

POWER LEGEND

PANEL BOARD (FLUSH)

LOW VOLTAGE PANEL

LIGHTING CONTROL PANEL

LIGHTING LEGEND
OCCUPANCY SENSOR - CEILING MOUNTED.

PHOTOCELL - CEILING OR ROOF MOUNTED.

DAYLIGHT SENSOR - CEILING MOUNTED.

LV GRAPHICAL LOW VOLTAGE SWITCH.

ELECTRICAL ABBREVIATIONS

GENERAL NOTES

CONDUIT STUBOUT

CONDUIT RISING UP

CONDUIT DROP DOWN
#8

CONDUIT CONCEALED IN FLOOR, UNDERFLOOR,
CONDUIT CONCEALED IN WALLS OR CEILING.

CONDUIT RUN EXPOSED

OR BELOW GRADE

FLEXIBLE CONDUIT
HOMERUN TO PANEL AND CIRCUITS INDICATED. NUMBER
ADJACENT TO CIRCUIT DENOTES WIRE SIZE OTHER THAN #
12 FOR ALL
CONDUCTORS UNO.

GENERAL SYMBOLS LEGEND
A-1

TYPICAL

DESIGNATIONS TO

BE USED IN

CONJUNCTION WITH

CONDUIT SYMBOLS
NEW CONDUIT AND/OR CONDUCTOR LINE. SEE BELOW

FOR TYPICAL DESIGNATIONS
EMERGENCY BUG EYE FIXTURE.

SUBSCRIPT ADJACENT TO SWITCH INDICATES:

K = KEYED SWITCH
a,b,c etc. = MULTIPLE SWITCHES/CONTROL LEGS IN A GANGED BOX WITH A COMMON COVER PLATE.

LIGHTING FIXTURES. SEE FIXTURE SCHEDULE FOR
MODEL/PART NUMBERS AND ADDITIONAL DETAILS.

COORDINATE THE EXACT MOUNTING AND LOCATION OF ALL LIGHTING, SUPPORTS AND ALL CONDUITS WITH OTHER TRADES PRIOR TO ROUGH-IN. SEE ARCH PLANS FOR EXACT GRID, FLUSH AND SURFACE MOUNTING LOCATIONS.

LUMINAIRE(S) POLE MOUNTED WITH ARM. TYPE AS NOTED.

TRANSFORMER
TELEPHONE BACKBOARD. 3/4'' PLYWOOD, LENGTH AND WIDTH

AS NOTED

A AMPERES

ADA AMERICANS WITH DISABILITIES ACT
A.F.F. ABOVE FINISHED FLOOR

AIC AMPS INTERRUPTING CURRENT
ALT. ALTERNATE

ATS AUTOMATIC TRANSFER SWITCH

BLDG BUILDING

C CONDUIT

CB CIRCUIT BREAKER

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CFL COMPACT FLUORESCENT LAMP

CKT CIRCUIT
C.O. CONDUIT ONLY
CONC. CONCRETE

CX CONNECT TO EXISTING CIRCUIT

CU COPPER
dBA DECIBELS
DIST. DISTRIBUTION
DWG. DRAWING

EM EMERGENCY SERVICE

ETC ET CETERA

EG EQUIPMENT GROUND

EPO EMERGENCY POWER OFF BUTTON

EWC ELECTRIC WATER COOLER

EX EXISTING

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FLA FULL LOAD AMPS

GD GARBAGE DISPOSAL

GFI GROUND FAULT INTERRUPTER

GND GROUND
HORIZ. HORIZONTALLY MOUNTED

HP HORSEPOWER

KCMIL THOUSAND CUBIC MILLIMITERS

KVA KILOVOLT-AMPERES

KW KILOWATTS

JB JUNCTION BOX

LTG LIGHTING

MCA MINIMUM CIRCUIT AMPS

MCC MOTOR CONTROL CENTER

MEP MECHANICAL, ELECTRICAL, PLUMBING

MIC MICROWAVE

MIN MINIMUM

MOP MAXIMUM OVERCURRENT PROTECTION

MTD MOUNTED
MTG. HT. MOUNTING HEIGHT

NIC NOT IN CONTRACT

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NL NIGHT LIGHT

NTS NOT TO SCALE

OC ON CENTER

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED
P POLE

PB PULL BOX

PH PHASE

PIV POST INDICATOR VALVE

PNL PANEL

POC POINT OF CONNECTION

PVC POLYVINYL CHLORIDE

RCP REFLECTED CEILING PLAN

RECEPT RECEPTACLE

REF REFRIGERATOR

REQ'D REQUIRED

RGS RIGID GALVANIZED STEEL

SEC SECURITY

SHT SHEET
S.N. SOLID NEUTRAL

SPD SURGE PROTECTION DEVICE

SS STAINLESS STEEL

SWGR SWITCHGEAR

TC TERMINAL CABINET

TEL TELEPHONE
T.I. TENANT IMPROVEMENT
T.R. TAMPER RESISTANT

TV TELEVISION

TYP TYPICAL
U.C. UNDER COUNTER

UL UNDERWRITERS LABORATORY
U.N.O. UNLESS NOTED OTHERWISE

V VOLTS

WH WATER HEATER

W WATTS

WP WEATHERPROOF

XFMR TRANSFORMER

X EXISTING TO REMAIN

XD EXISTING TO BE DEMOLISHED

XR EXISTING TO BE RELOCATED

XL NEW LOCATION OF EXISTING ITEM

NEW HANDHOLE

NEW MANHOLE

1. ALL GROUNDING PER NEC.

2. ELECTRICAL CONTRACTOR TO VERIFY EXACT LOCATION OF RECEPTACLES IN TEL/COM ROOMS PRIOR TO ROUGH-IN.

3. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL OTHER DOCUMENTATION. COORDINATE WITH ALL OTHER TRADES FOR EQUIPMENT LOCATIONS.

4. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND MOUNTING HEIGHT OF ALL RECEPTACLES AND DEVICES.

5. COORDINATE WITH EQUIPMENT MANUFACTURER FOR LOCATIONS AND CONNECTIONS.

6. VERIFY ALL MECHANICAL EQUIPMENT LOCATIONS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN.

7. EACH BRANCH CIRCUIT THAT SUPPLIES NON-LINEAR LOADS INCLUDING COMPUTERS, COMMUNICATION RACKS, ETC. MUST HAVE A DEDICATED NEUTRAL.

8. MULTI-WIRE BRANCH CIRCUITS FOR GENERAL LOADS CAN INCLUDE UP TO THREE

PHASE CONDUCTORS WITH A SHARED NEUTRAL IN A RACEWAY IF A MULTI-POLE

BREAKER IS PROVIDED TO SIMULTANEOUS DISCONNECT ALL SINGLE POLE

CIRCUIT BREAKERS THAT SUPPLY INDIVIDUAL PHASE CONDUCTORS OF THE MULTI-WIRE CIRCUIT.

EXISTING HANDHOLE

EXISTING MANHOLE
P P
J

D DIMMER SWITCH

D DIMMER/OCCUPANCY SENSOR SWITCH

OCCUPANCY SENSOR SWITCH

S TOGGLE SWITCH
EMERGENCY LIGHTING FIXTURES. SEE FIXTURE SCHEDULE
FOR MODEL/PART NUMBERS AND ADDITIONAL DETAILS.

LUMINAIRE(S) POLE MOUNTED ON TOP. TYPE AS NOTED.

LIGHTED EXIT SIGN. TOP MOUNTED ON CEILING OR STEM MOUNTED.

SHADED SIDE INDICATES FACE. PROVIDE ARROWS TO MATCH
ARCHITECTURAL OR LIFE SAFETY PLANS.
#
SUBSCRIPT ADJACENT TO LIGHTING FIXTURE INDICATES:

L# = FIXTURE DESIGNATION
1,2,3 etc. = BRANCH CIRCUIT NUMBERS
a,b,c etc. = SWITCH-LEG REFERENCE
NL = NIGHT/SECURITY LIGHTING FIXTURE

LIGHTING LEGEND

COORDINATE THE EXACT MOUNTING AND LOCATION OF ALL LIGHTING, SUPPORTS AND ALL CONDUITS WITH OTHER TRADES PRIOR TO ROUGH-IN. SEE ARCH PLANS FOR EXACT GRID, FLUSH AND SURFACE MOUNTING LOCATIONS.

S
#
OHP

OHP EXISTING TO BE DEMOLISHED CONDUIT AND/OR
CONDUCTOR. SEE BELOW FOR TYPICAL DESIGNATIONS

X X OHP X

OHP EXISTING CONDUIT AND/OR CONDUCTOR LINE TO
REMAIN. SEE BELOW FOR TYPICAL DESIGNATIONS
OHP

UP - UNDERGROUND PRIMARY

US - UNDERGROUND SECONDARY

UC - UNDERGROUND COMMUNICATIONS

USL - UNDERGROUND STREET LIGHTING

OHP - OVERHEAD PRIMARY

OHS - OVERHEAD SECONDARY

OHC - OVERHEAD COMMUNICATIONS

T NEW TRANSFORMER T EXISTING TRANSFORMER

SW NEW MV SWITCH SW EXISTING MV SWITCH

NEW OH POLE EXISTING OH POLE

NEW OH TRANSFORMER EXISTING OH TRANSFORMER

DUPLEX QUAD DUPLEX
GFI
QUAD
GFI
DUPLEX

WITH USB
RECEPTACLE, NON-LOCKING TYPE, GROUNDING, 120V - 20A.

MOUNTED AT +18 AFF UNO. SHADED REPRESENTS ABOVE
COUNTER OR +42" AFF.

DUPLEX QUAD DUPLEX
GFI
QUAD
GFI
DUPLEX

WITH USB
SPLIT YOLK HALF CONTROLLED RECEPTACLE NON-LOCKING TYPE 120V-20A. TO BE LOCATED WITHIN 6' OF AN UNCONTROLLED RECEPTACLE. CONNECT SWITCH

LEG BETWEEN RELAY POWER PACK AND OCCUPANCY CONTROLS FOR AUTOMATIC SHUT OFF. CONTROLLED RECEPTACLES SHALL HAVE PERMANENT MARKING TO DIFFERENTIATE THEM FROM UNCONTROLLED RECEPTACLES. (CEC TITLE 24 SECTION 130.5(D)). PROVIDE FACEPLATE PER NEC 406.3(E).

CEILING MOUNTED DUPLEX OR QUAD RECEPTACLE,
NON-LOCKING TYPE, GROUNDING.

POWER FLOOR BOX.

WALL OR FLOOR POWER CONNECTION TO MODULAR FURNITURE.

VERIFY EXACT LOCATION WITH FURNITURE SUPPLIER.

JUNCTION BOX

WALL MOUNTED JUNCTION BOX
EQUIPMENT SIZES SHOWN ON PLANS ARE NOT EXACT. CONTRACTOR IS RESPONSIBLE FOR ENSURING EQUIPMENT CLEARANCES ARE MET BASED ON ACTUAL SIZE.

COORDINATE THE EXACT MOUNTING AND LOCATION OF ALL WIRING DEVICES AND ALL CONDUITS WITH OTHER TRADES PRIOR TO ROUGH-IN. SEE ARCH PLANS FOR EXACT DEVICE LOCATIONS.

SPECIAL NEMA CONFIGURATION RECEPTACLE MOUNTED AT +18"
AFF UNO. SEE FLOOR PLANS FOR CONFIGURATION.

CEILING MOUNTED SPECIAL NEMA CONFIGURATION RECEPTACLE.

SEE FLOOR PLANS FOR CONFIGURATION.

CIRCUIT BREAKER CALLOUT

FUSE CALLOUT
- TRIP SIZE
- POLE
- FUSE SIZE
- POLE

NON-FUSIBLE DISCONNECT SWITCH (RATINGS AS NOTED)

FUSIBLE DISCONNECT SWITCH (RATINGS AS NOTED)
T
MOTOR
GROUND

CIRCUIT BREAKER
GFP

SPD SURGE PROTECTION DEVICE

GROUND FAULT PROTECTION

ENCLOSED CIRCUIT BREAKER

SINGLE LINE LEGEND

TC TIME CLOCK

KILOWATT-HOUR METER

FUSED SWITCH

MOTOR STARTER (NEMA SIZE AS NOTED)
CB

AUTOMATIC TRANSFER SWITCH

PANEL BOARD
2 2

M EXTERNALLY MOUNTED METER
175
3 150
3 M

TOGGLE TYPE FRACTIONAL HP MANUAL MOTOR STARTER WITH

THERMAL OVERLOADS (DELETED IF FOR DISCONNECT USE ONLY)
AND HANDLE GUARD/LOCK-OFF, 2 POLES (VERIFY WITH BRANCH
CIRCUIT).

COMBINATION FUSIBLE DISCONNECT SWITCH AND MOTOR STARTER, (NEMA SIZE AS NOTED), 3P, 600 VAC MAXIMUM RATING.

TRANSFORMER DELTA PRIMARY, WYE SECONDARY WITH kVA RATING

EPO - EMERGENCY POWER OFF BUTTON
S
M M
COMBINATION VOICE/DATA OUTLET MOUNTED AT 18'' UNO.

PROVIDE 3/4" C.O. TERMINATE IN ACCESSIBLE CEILING WITH
INSULATED BUSHING.

WALL MOUNTED VOICE OUTLET AT +18'' UNO.

PROVIDE 3/4" C.O. TERMINATE IN ACCESSIBLE CEILING WITH
INSULATED BUSHING.

COORDINATE THE EXACT MOUNTING OF ALL CABLE TRAY SUPPORTS AND ALL CONDUITS WITH OTHER TRADES PRIOR TO ROUGH-IN.
12'' WIDE MONO-TRAY, 4'' DEEP (NOMINAL), 6'' RUNG SPACING.

TYPICAL UNO
12'' WIDE CABLE TRAY, 4'' DEEP (NOMINAL) TYPICAL UNO
WALL MOUNTED DATA OUTLET AT +18'' UNO.

PROVIDE 3/4" C.O. TERMINATE IN ACCESSIBLE CEILING WITH
INSULATED BUSHING.

CEILING MOUNTED DATA OR VOICE/DATA OUTLET.

WALL OR FLOOR VOICE/DATA CONNECTION TO MODULAR
FURNITURE. VERIFY EXACT LOCATION WITH FURNITURE
SUPPLIER.

FLOOR DATA OR VOICE/DATA OUTLET. VERIFY EXACT LOCATION
WITH ARCHITECT.

SPEAKER - CEILING MOUNTED
A N T
O N

N A T H A N
S
O N
Exp. 03/31/23
L A

LECT RIC
E
REE

REGISTERED PROFESSIONAL ENGIN

STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
SAN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SHEET NUMBER:
005-1175

LEGEND NOTES
AND

ABBREVIATIONS
200702
E001
AN
AN
SP

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
Not for Construction
For Council Approval

1.0 INTENT

1.1 FURNISH AND INSTALL A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM IN ACCORDANCE WITH PLANS AND SPECIFICATIONS.

1.2 ALL DRAWINGS ARE DIAGRAMMATIC IN NATURE AND THE REQUIRED INSTALLATION IS NOT LIMITED TO WHAT IS SHOWN. ALL APPURTENANCES NECESSARY TO PROVIDE A

COMPLETE AND OPERATIONAL SYSTEM MUST BE INCLUDED IN THE CONTRACTORS BID AND WORK.

2.0 GENERAL

2.1 THE CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS WHICH MAY AFFECT HIS BID OR WORK. NO ALLOWANCES WILL

BE MADE FOR EXISTING CONDITIONS OR THE CONTRACTORS FAILURE TO ACCOMMODATE EXISTING CONDITIONS ON HIS BID.

2.2 IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN CLARIFICATION OF ANY

APPARENT CONFLICT OR INCONSISTENCY IN THE DRAWINGS, SPECIFICATION, OR DESIGN, PRIOR TO HIS BID AND IN WRITING WITH THE ENGINEER. OTHERWISE THE

CONTRACTOR ACCEPTS RESPONSIBILITY TO CORRECT (AT HIS COST) ANY SUCH ITEMS TO MEET THE INTENT AS INTERPRETED BY THE ENGINEER.

2.3 ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE MOST RECENT EDITIONS

OF THE NFPA, NATIONAL ELECTRIC CODE, IBC, APPLICABLE CITY AND STATE CODES AND ORDINANCES, THE AMERICANS WITH DISABILITIES ACT, E.P.A. REGULATIONS (INCLUDING EPACT 1992), AND UTILITY COMPANY REQUIREMENTS. THE FOREGOING

CODES AND REGULATIONS ARE REQUIREMENTS AND ARE INCORPORATED IN THIS SPECIFICATION FOR THIS WORK BY REFERENCE.

2.4 THE CONTRACTOR SHALL COORDINATE AND PROVIDE INFORMATION AS REQUIRED TO

ALL SERVING UTILITIES IN A TIMELY MANNER AS NECESSARY TO PROVIDE THE SERVICE REQUIRED AND MEET UTILITY REQUIREMENTS. IMMEDIATE COORDINATION WILL BE REQUIRED FOR MOST PROJECTS. FIELD COORDINATE ALL REQUIREMENTS WITH UTILITY Co. PRIOR TO TRENCHING.

2.5 REFER TO ARCHITECTURAL, MECHANICAL, CIVIL, STRUCTURAL, AND/OR EQUIPMENT

SUPPLIERS DRAWINGS AND SPECIFICATIONS FOR EXACT EQUIPMENT LOCATIONS, LOADS AND ADDITIONAL REQUIREMENTS. REPRESENTATIONS OF THE WORK SPECIFIC

TO THE OTHER DISCIPLINES IS SHOWN ON THE ELECTRICAL DRAWINGS FOR REFERENCE ONLY.

2.6 THE CONTRACTOR ASSUMES RESPONSIBILITY FOR ALL EQUIPMENT HE SUPPLIES. ALL

EQUIPMENT SHALL BE INSTALLED STRICTLY PER MANUFACTURERS RECOMMENDATIONS. OTHERWISE THE CONTRACTOR ASSUMES RESPONSIBILITY (AT

HIS COST) TO CORRECT AND REMEDY ANY INSTALLATION NOT IN COMPLIANCE WITH

THE MANUFACTURES RECOMMENDATIONS AND INTENTIONS AS INTERPRETED BY THE ENGINEER.

2.7 ANY VARIANCE OR EXCEPTIONS TO THE DRAWINGS AND SPECIFICATIONS MUST BE REQUESTED AND APPROVED IN WRITING. INTERIM VERBAL APPROVALS WILL ONLY BE

PROVIDED WHEN THE ENGINEER DETERMINES THIS TO BE JUSTIFIED AND MUST BE CONFIRMED IN WRITING TO BE FINAL.

2.8 THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS, VARIANCES, AND APPROVALS, ETC. (AT HIS COST) WHICH MAY BE REQUIRED FOR COMPLETION OF THIS WORK.

2.9 PRIOR TO ROUGH-IN, THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL LIGHT FIXTURES AND WIRING DEVICES WITH ARCITECT/OWNER: TO INCLUDE MOUNTING HEIGHT AND LOCATIONS. ALL CONFLICTS SHALL BE REPORTED TO THE ENGINEER/ARCHITECT.

2.10 THE ELECTRICAL CONTRACTOR SHALL PROVIDE EQUIPMENT AND SUPPORT FOR PROGRESS AND FINAL INSPECTIONS. THIS INCLUDES COMPLETE ACCESS TO ALL EQUIPMENT. ADDITIONALLY A COMPLETE SET OF SPARE FUSES FOR ALL FUSES USED AND A 5% SUPPLY OF ALL LIGHT BULBS PROVIDED IN FIXTURES (TO A MAXIMUM OF 15 FOR EACH STYLE) SHALL BE PROVIDED TO THE OWNER AT FINAL INSPECTION.

2.11 RECONSTRUCTION (TO INCLUDE TENANT IMPROVEMENTS)

ALL RECONSTRUCTION OF EXISTING FACILITIES AND EQUIPMENT SHALL REQUIRE

COMPLETE RENOVATION (MAKE GOOD AS NEW) FOR ALL EXISTING EQUIPMENT UPON

WHICH WORK IS PERFORMED OR EQUIPMENT WHICH IS AFFECTED BY THE WORK PERFORMED. THIS WILL INCLUDE THESE FOLLOWING REQUIREMENTS:

2.11.1 VERIFICATION OF EXISTING S.E.S. COMPLIANCE WITH NEC "GROUNDING" ARTICLES.

2.11.2 VERIFICATION OF CABLE SIZE AND AMPACITY OF EXISTING FEEDERS AND BRANCH CIRCUITS WITH NEC TABLES.

2.11.3 EXISTING LIGHT FIXTURES TO BE REUSED MUST BE CLEANED, RE-LAMPED, AND RESTORED TO "LIKE NEW" CONDITION.

2.11.4 EXISTING PANEL BOARDS, SWITCH BOARDS, AND TRANSFORMERS WHICH ARE

INCLUDED IN THE PROJECT WORK SHALL HAVE PREVENTATIVE MAINTENANCE

PERFORMED TO INCLUDE RE-TORQUING OF ALL LUGS, CLEANING AND INSPECTION.

2.11.5 VERIFY PROPER WORKING CONDITION OF ALL EXISTING EMERGENCY FIXTURES AND EXIT SIGNS. REPAIR OR REPLACE AS REQUIRED.

IN THE EVENT THAT INSPECTION REVEALS DISCREPANCIES AND/OR NONCOMPLIANCE

THE OWNER AND THE ENGINEER SHALL BE NOTIFIED IN WRITING, AND EQUIPMENT BROUGHT INTO COMPLIANCE.

3.0 MATERIALS AND METHODS

3.1 THE USE OF EMT IS ACCEPTABLE IN ACCORDANCE WITH NEC ARTICLE "ELECTRICAL METALLIC TUBING". EMT SHALL NOT BE USED WHERE IT IS SUBJECT TO SEVERE PHYSICAL DAMAGE. EMT FITTINGS SHALL BE COMPRESSION TYPE. MINIMUM TRADE CONDUIT SIZE IS 1/2" AND 3/4" FOR HOME RUNS.

3.2 CONDUCTORS SHALL BE 600V COPPER (98 % CONDUCTIVITY). MINIMUM LINE VOLTAGE WIRE SIZE IS #12 A.W.G. #6 AND SMALLER SHALL HAVE THHN/THHW INSULATION. #4 AND LARGER SHALL HAVE XHHW/XHHW-2 INSULATION. ALL CONDUCTORS SHALL HAVE 90° RATED INSULATION. ALL 120V, 20A BRANCH CIRCUIT CONDUCTORS (#12) OVER 100' IN LENGTH TO BE #10'S MINIMUM. ALL 277V, 20A BRANCH CIRCUIT CONDUCTORS (#12) OVER 200' IN LENGTH TO BE #10'S MINIMUM.

3.3 WHEN SEPARATE BRANCH CIRCUIT NEUTRAL CONDUCTORS ARE USED WITH EACH

PHASE CONDUCTOR OR SYSTEMS FURNITURE IS INDICATED, THE MINIMUM NEUTRAL CONDUCTOR SIZE SHALL BE #10 A.W.G. STRANDED COPPER.

3.4 ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE. (MINIMUM 20 AMPS RATED FOR RECEPTACLES AND SWITCHES). HUBBELL, PASS & SEYMOUR, BRYANT, OR LEVITON ARE ACCEPTABLE. ALL SPECIAL RECEPTACLES AND GROUND FAULT PROTECTION DEVICES MUST BE PERMANENTLY MARKED WITH ENGRAVED COVER PLATES.

INDICATE USE AND CIRCUIT NUMBER.

3.5 COVER PLATES AND DEVICES SHALL BE PHENOLIC PLASTIC (WHITE OR COLOR

SELECTED BY ARCHITECT) IN OFFICE/COMMERCIAL/OR LIVING AREAS, AND

GALVANIZED STEEL IN WAREHOUSE/INDUSTRIAL/MANUFACTURING AREAS OR AREAS SUBJECT TO PHYSICAL ABUSE.

3.6 ALL CONDUCTORS TO BE CONCEALED EXCEPT TO SURFACE MOUNTED PANELS AND AT THE CEILING OF EXPOSED STRUCTURE AREAS. CONDUITS WILL BE RUN PARALLEL OR PERPENDICULAR TO BUILDING LINES.

3.7 FLEXIBLE METAL CONDUIT (SEAL TITE FOR EXTERIOR APPLICATIONS) SHALL BE USED FOR CONNECTIONS TO EQUIPMENT SUBJECT TO VIBRATION (E.G. MOTORS) WITH A MAXIMUM DISTANCE OF 6 ft.

3.8 THE USE OF MC CABLE IS ACCEPTABLE (UPON OWNER NOTIFICATION AND APPROVAL) AND MAY BE USED IN ACCORDANCE WITH NEC ARTICLE "METAL-CLAD CABLE: TYPE MC", BUT LIMITED TO USE FOR CONCEALED BRANCH CIRCUITS ONLY. ADDITIONALLY

MC CABLE MAY NOT BE USED FOR HOME RUNS, OUTDOORS, AND MEDICAL/DENTAL ENVIRONMENTS.

3.9 NON-METALLIC CONDUIT (MIN. SCHEDULE 40) MAY BE USED ONLY IN OR UNDER SLABS & IN CONCRETE OR MASONRY WALLS. MIN. 24" COVER REQUIRED FOR UNDERGROUND USE.

3.10 FUSES SHALL BE BUSSMAN, LITTLEFUSE, OR GOULD SHAWMUT.

3.11 CONDUCTORS WILL BE SOLID AND/OR STRANDED WITH INSULATION CONTINUOUSLY COLOR COATED UP TO AND INCLUDING SIZE #6 A.W.G. GROUNDING/BONDING CONDUCTORS SHALL BE U.L. LABELED ROPE STRAND.

3.12 CONNECTIONS OR SPLICES SHALL BE EXOTHERMIC WELD (CAD WELD OR THOMAS AND BETTS FUSEWELD) FOR GROUNDING/BONDING CONDUCTORS.

3.13 NEW CONDUCTORS SHALL BE CONTINUOUS. HYDRAULIC CRIMP SPLICES OR

CONNECTIONS ARE EXCEPTIONS AND REQUIRE SPECIFIC APPROVAL IN WRITING BY ENGINEER.

3.14 ALL CONDUIT SUPPORT SYSTEMS SHALL BE INSTALLED ON THE BUILDING STRUCTURE.

UNISTRUT, BEELINE, SUPERSTRUT STEEL CITY SPRING STEEL FASTENERS OR CADDY MOUNTING SYSTEMS ARE ACCEPTABLE. NO CONDUIT WILL BE SUPPORTED BY THE CEILING WIRES, TIE WIRE OR GRID SYSTEM. PERFORATED STRAPS OR OTHER PIPING AND CONDUIT STRAPS ARE NOT ACCEPTABLE SUPPORTS.

3.15 ACCEPTABLE MANUFACTURES FOR SWITCH GEAR, DISTRIBUTION GEAR AND RELATED COMPONENTS ARE: SQUARE D, ACME TRANSFORMERS, GENERAL ELECTRIC, SIEMENS, AND CUTLER-HAMMER.

3.16 CONDUCTORS SHALL BE COLOR CODED FOR BRANCH CIRCUITS AND PHASE LEGS OF FEEDERS TO PANEL BOARDS, SWITCHBOARDS, ETC. IN ACCORDANCE WITH NEC AND LOCAL MUNICIPAL REQUIREMENTS. SPECIFIC REQUIREMENTS INCLUDE THE FOLLOWING:
· 120-V, 2-WIRE CIRCUIT: GROUNDED NEUTRAL-WHITE; UNGROUNDED LEG-BLACK.
· 208Y/120-V, 3-PHASE, 4-WIRE: GROUNDED NEUTRAL-WHITE; PHASE A-BLACK; PHASE B-RED; PHASE C-BLUE.
· 240/120-V, 3 WIRE, SINGLE PHASE CIRCUIT: GROUNDED NEUTRAL-WHITE; PHASE A-BLACK; PHASE B-RED.
· 240-V, DELTA, 3-PHASE, 3-WIRE: PHASE A-BLACK; PHASE B-RED; PHASE C-BLUE.
· 240/120-V, 3-PHASE, 4-WIRE, HIGH-LEG DELTA: GROUNDED
NEUTRAL-WHITE; HIGH LEG (208-V TO NEUTRAL)-ORANGE; PHASE A-BLACK; PHASE C-BLUE.
· 480Y/277-V, 3-PHASE, 4-WIRE: GROUNDED NEUTRAL-GRAY; PHASE A-BROWN; PHASE B-ORANGE; PHASE C-YELLOW.
· 480-V, DELTA, 3-PHASE, 3-WIRE: PHASE A-BROWN; PHASE B-ORANGE; PHASE C-YELLOW.
· EQUIPMENT GROUNDING CONDUCTORS-GREEN;ISOLATED
GROUNDS-GREEN WITH A YELLOW STRIPE.

3.17 ALL INSTALLATIONS WITHIN PLENUM RATED CEILING SPACE SHALL BE IN ACCORDANCE WITH NEC ARTICLE "WIRING METHODS" WITH REGARDS TO SMOKE DEVELOPMENT AND FLAME SPREAD.

3.18 ALL UNDERGROUND CABLE, PIPE AND CONDUITS SHALL BE DETECTABLE (METALLIC) OR HAVE A DETECTABLE UNDERGROUND LOCATION DEVICE INSTALLED WITH IT. THE RECOMMENDED DETECTABLE UNDERGROUND LOCATION DEVICE IS A #18 OR LARGER

COPPER TRACER WIRE SECURELY ATTACHED TO THE TOP OF ANY NON-METALLIC CABLE, PIPE OR CONDUIT AT 8'-0" 0/C AND SHALL HAVE A MINIMUM OF 12" OF TRACER WIRE ACCESSIBLE AT ALL ABOVE GRADE TERMINATIONS.

3.19 ALL HORIZONTAL UNDERGROUND CONDUIT RUNS (INCLUDING UNDER CONCRETE SLABS) SHALL BE A MINIMUM OF 24" BELOW GRADE.

3.20 ALL MATERIAL & DEVICES USED EXTERIOR OF THE BUILDING SHALL BE LISTED U.L.

FOR WATERPROOF APPLICATIONS.

4.0 SUBMITTALS

4.1 SUBMIT SAMPLES AND 6 SETS OF SHOP DRAWINGS AND SAMPLES FOR ALL

EQUIPMENT PRIOR TO ORDERING IN A TIMELY MANNER, SUBMITTALS SHALL INCLUDE

LIGHT FIXTURES (INCLUDING LIGHT POLES), SWITCHBOARDS, PANELBOARDS, BREAKERS, STARTERS, HVAC ELECTRICAL EQUIPMENT AND TRANSFORMERS.

4.1.1 SHOP DRAWINGS SHALL INCLUDE LAYOUT DIMENSIONS AND IDENTIFICATION

OF SPECIFIC EQUIPMENT FOR INSTALLATION, MINIMUM NEC CLEARANCES SHALL BE INDICATED.

4.1.2 THE CONTRACTOR SHALL INCLUDE COMPARISON DATA AND SAMPLES FOR

BOTH THE SUBSTITUTE AND SPECIFIED ITEMS WHEN SUBSTITUTIONS ARE PROPOSED. THE CONTRACTOR REMAINS RESPONSIBLE TO PROVIDE THE

ORIGINALLY SPECIFIED INSTALLATION IN ACCORDANCE WITH THE ORIGINAL DELIVERY DATE (AT HIS COST) WHEN SUBSTITUTIONS ARE NOT APPROVED.

4.2 THE CONTRACTOR SHALL SUBMIT COMPLETE AND ACCURATE "AS BUILT" DRAWING TO THE OWNER AND ENGINEER WITHIN 2 WEEKS OF OWNER ACCEPTANCE. PROVIDE 4 SETS OF BLUELINES OR REPRODUCIBLES. FAILURE TO COMPLY WILL RESULT IN

WITHHOLDING OF PAYMENTS DUE, AND ASSESSMENT OF CHARGES (AGAINST THE

CONTRACTOR) FOR AS-BUILT DEVELOPMENT BY THE ENGINEER AT THE CURRENT HOURLY RATE.

4.3 PROVIDE A LETTER TO THE OWNER AND ENGINEER CERTIFYING ALL EQUIPMENT AND TERMINATION'S ARE PROPERLY TORQUED. THIS CERTIFICATION SHALL BE EXECUTED

BY A LICENSED CONTRACTOR, AND WRITTEN CERTIFICATION PROVIDED ON COMPANY LETTERHEAD.

4.4 PROVIDE 2 COPIES OF ALL MANUFACTURER/SUPPLIER WARRANTIES AND GUARANTEES TO THE OWNER WITHIN 2 WEEKS OF FINAL ACCEPTANCE BY THE OWNER.

5.0 WARRANTY

5.1 THE CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND/OR WORKMANSHIP

FURNISHED BY HIM UNDER THIS CONTRACT FOR A PERIOD OF ONE YEAR FROM THE

DATE OF FINAL ACCEPTANCE OF THE WORK BY THE OWNER, UNLESS LONGER

WARRANTY PERIOD HAS BEEN REQUIRED BY BIDDING INSTRUCTIONS OR HAS BEEN INDICATED FOR SPECIFIC EQUI[PMENT OR SYSTEMS. ANY DEFECTS DEVELOPING

DURING THE WARRANTY PERIOD TRACEABLE TO MATERIALS OR WORKMANSHIP SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE.

5.2 THE OWNER RETAINS THE RIGHT TO REQUIRE REMOVAL AND INSTALLATION (AT ANY

TIME) OF ANY MATERIAL OR EQUIPMENT NOT IN COMPLIANCE WITH THE PROVISIONS AND STANDARDS OF THESE DRAWINGS AND SPECIFICATIONS. NO CLAIM FOR

ADDITIONAL COMPENSATION WILL BE ALLOWED FOR WORK PERFORMED IN THIS REGARD.

5.3 THE CONTRACTOR AGREES TO TRANSFER ALL MANUFACTURER'S/SUPPLIER'S WARRANTIES AND GUARANTEES TO THE OWNER. THIS INCLUDES COMPLETION OF ALL DOCUMENTATION FOR THE MANUFACTURER/SUPPLIER.

6.0 DISTRIBUTION

6.1 PANELBOARDS (EXISTING): ADD CIRCUIT BREAKERS (FULL SIZED BREAKERS) AS REQUIRED FOR CIRCUITING. MATCH PRECISELY BRAND AND PROVIDE A.I.C. RATING AS INDICATED ON DRAWINGS. TANDEM AND PIGGY-BACK BREAKERS ARE NOT PERMITTED. ALL LUGS OR CONNECTORS TO BE 60°C RATED FOR PANEL LESS THAN OR EQUAL TO 100 AMPS AND 75°C FOR PANELS GREATER THAN 100 AMPS MINIMUM.

6.2 PANELBOARDS (NEW): SHALL BE RATED AS SHOWN ON DRAWINGS WITH PLATED COPPER BUSSING. PROVIDE NEMA ENCLOSURES AS REQUIRED TO SUITE THE ENVIRONMENT. BACK BOXES ENLARGED FOR DOUBLE NEUTRALS AND LUGS CAPABLE OF OVERSIZING ISOLATED GROUND AND NORMAL GROUND BUS. ALL LUGS OR CONNECTORS TO BE60°C RATED FOR PANEL LESS THAN OR EQUAL TO 100 AMPS AND 75°C FOR PANELS GREATER THAN 100 AMPS MINIMUM. PANELBOARD CABINET SHALL BE EQUIPPED WITH PIANO HINGES WITH DOOR IN DOOR CONSTRUCTION.

6.3 CIRCUIT BREAKERS SHALL BE SWITCH RATED AND AMBIENT COMPENSATED FOR ALL CIRCUITS. PROVIDE SWITCHED NEUTRALS ON ALL CIRCUIT BREAKERS FEEDING CLASS 1 AND CLASS 2 AREAS WITH NEUTRALS. GFCI ON CIRCUITS WITH NEUTRALS TO DEVICES ABOVE CLASSIFIED AREAS. ALL LIGHTING PANELS/CIRCUIT BREAKERS SHALL BE RATED FOR CONTINUOUS DUTY. HACR RATED BREAKERS SHALL BE INSTALLED FOR ALL HVAC CIRCUITS CONTAINING MULTIPLE MOTOR LOADS.

6.4 ALL EQUIPMENT (PANELS, DISCONNECT SWITCHES, STARTERS, ETC.) SHALL BE MARKED WITH BLACK OR RED ENGRAVERS STOCK TAGS EMBOSSED WITH 1/4" HIGH LETTERS DESCRIBING EACH ITEM. CONDUCTORS WILL BE MARKED AT ALL TERMINATION AND JUNCTION POINTS (PANELS, JUNCTION BOXES, SPLICES, ETC.)

WITH LABELS BEARING THE PANEL AND CIRCUIT NUMBER WHICH FEEDS EACH CONDUCTOR (PER NEC 210.4, 300.3).

6.5 ALL PANELBOARDS WILL HAVE TYPED DIRECTORY CARDS IDENTIFYING ALL CIRCUITS AND SPACES.

6.6 TRANSFORMERS 15 KVA AND ABOVE SHALL BE 150°C TEMPERATURE RISE ABOVE 40°C AMBIENT. ALL INSULATING MATERIALS TO BE IN ACCORDANCE WITH NEMA ST20-1972 STANDARDS FOR A 220°C UL COMPONENT RECOGNIZED INSULATION SYSTEM. SINGLE PHASE TRANSFORMERS 15 KVA THROUGH 167 KVA, AND THREE PHASE TRANSFORMERS THROUGH 45 KVA SHALL BE DESIGNED SO THEY CAN BE EITHER FLOOR OR WALL MOUNTED. THE TRANSFORMER SHALL BE LISTED BY UNDERWRITERS LABORATORY FOR SPECIFIED TEMPERATURE RISE. TRANSFORMERS 75 KVA AND

ABOVE SHALL BE DESIGNED FOR FLOOR INSTALLATION ONLY UNLESS NOTED OTHERWISE.

6.7 LABEL ALL PANELS/TRANSFORMERS/DISCONNECTS WITH "WARNING" - ELECTRICAL

EQUIPMENT - DANGER - QUALIFIED PERSONNEL ONLY TO OPERATE ON OPEN EQUIPMENT.

6.8 DISCONNECT SWITCHES WILL BE COMMERCIAL-DUTY, QUICK-MAKE, QUICK-BREAK, HORSEPOWER RATED, NEMA 1 INDOOR, NEMA 3R GASKETED, (4X) NEMA 12, OR NEMA 7 AS APPLICABLE WITH FUSES PER DRAWING.

6.9 MANUAL MOTOR STARTERS WITH THERMAL OVERLOADS WILL BE PROVIDED FOR FRACTIONAL HORSEPOWER MOTORS 1/2 HP OR GREATER. SQUARE 'D' CLASS 2510, 2511, 2512. AMBIENT COMPENSATED AS REQUIRED.

6.10 MAGNETIC MOTOR STARTERS WITH THERMAL OVERLOADS, (2) AUXILIARY CONTACT SWITCHES, INTERNAL LINE VOLTAGE TO 24 VOLT TRANSFORMER (250VA. MIN) WITH

PROPER PRIMARY/SECONDARY PROTECTION, AMBIENT COMPENSATED, RED RUNNING LIGHT, HAND-OFF-AUTO, ACROSS THE LINE STARTERS TO 25HP. WILL BE PROVIDED WITH EACH MOTOR AS SHOWN ON THE DRAWING (ONE HORSEPOWER TO 25 H.P.).

6.11 CONTROL PANELS SHALL HAVE A WITHSTAND RATING OF 10,000 AMPS FOR .5 SEC.

UNLESS INDICATED OTHERWISE ON THE DRAWINGS.

7.0 LIGHT FIXTURES

7.1 8.1 FURNISH AND INSTALL ALL LIGHTING FIXTURES COMPLETE WITH LAMPS, WHIPS AND ACCESSORIES. ALL RECESSED FIXTURES WILL BE RATED FOR USE IN ANY CEILING APPLICATIONS AND BE THERMALLY PROTECTED.

7.2 MOUNTING TYPE AND VOLTAGE OF FIXTURES IS THE RESPONSIBILITY OF THE CONTRACTOR. (4) EARTHQUAKE CLIPS WILL BE INSTALLED ON EACH FIXTURE MOUNTED IN GRID OR FLANGE TYPE CEILINGS. FLUORESCENT FIXTURE LENSES WILL BE 100% ACRYLIC, .125" THICK MINIMUM.

7.3 ALL FIXTURES TO BE INSTALLED IN SYMMETRICAL MANNER FREE FROM LIGHT LEAKS AND DIRTY LENSES OR REFLECTORS.

7.4 ALL LAY-IN FIXTURES IN ACOUSTICAL CEILING SYSTEMS WILL BE INSTALLED PER IBC STANDARD. VERIFY WITH LOCAL BUILDING AUTHORITY.

8.4.1 SUPPORT FIXTURES PER IBC WITH TWO LOOSE SIZE #9 WIRES TO STRUCTURES ON OPPOSITE CORNERS AND 2 TAUGHT SIZE #9 WIRE TO

STRUCTURE AT CORNERS AND/OR FIXTURE SHALL BE FASTENED BY

SCREWS INTO T-BAR RUNNERS IN ACCORDANCE WITH LOCAL AUTHORITY HAVING JURISDICTION.

7.5 LAMPS SHALL CONFORM TO THE FOLLOWING:

A. 80 CRI (COLOR RENDERING INDEX) MINIMUM.

B. LED
B.A. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION.

B.B. NRTL COMPLIANCE: LUMINAIRES FOR HAZARDOUS LOCATIONS SHALL

BE LISTED AND LABELED FOR INDICATED CLASS AND DIVISION OF HAZARD BY AN NRTL.

B.C. FM GLOBAL COMPLIANCE: LUMINAIRES FOR HAZARDOUS LOCATIONS

SHALL BE LISTED AND LABELED FOR INDICATED CLASS AND DIVISION OF HAZARD BY FM GLOBAL.

B.D. RECESSED FIXTURES: COMPLY WITH NEMA LE 4.

B.E. CRI OF 80. CCT OF 3500K UON.

B.F. RATED LAMP LIFE OF 50,000 HOURS.

B.G. LAMPS DIMMABLE FROM 100 PERCENT TO 0 PERCENT OF MAXIMUM LIGHT OUTPUT.

B.H. INTERNAL DRIVER.

B.I. NOMINAL OPERATING VOLTAGE AS INDICATED IN FIXTURE SCHEDULE

7.7 LIGHTING CONTACTORS/CONTROL PANELS - LIGHTING CONTACTORS/CONTROL PANELS SHALL HAVE A WITHSTAND RATING OF 5,000 AMPS FOR .5 SEC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS.

7.8 OCCUPANCY SENSORS

7.8.1 WALL- OR CEILING-MOUNTED, SOLID-STATE INDOOR OCCUPANCY SENSORS WITH A SEPARATE POWER PACK.

1. LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED

TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND
APPLICATION.

2. OPERATION: UNLESS OTHERWISE INDICATED, TURN LIGHTS ON

WHEN COVERAGE AREA IS OCCUPIED, AND TURN THEM OFF
WHEN UNOCCUPIED; WITH A TIME DELAY FOR TURNING LIGHTS
OFF, ADJUSTABLE OVER A MINIMUM RANGE OF 1 TO 15 MINUTES.

3. SENSOR OUTPUT: CONTACTS RATED TO OPERATE THE
CONNECTED RELAY, COMPLYING WITH UL 773A. SENSOR IS
POWERED FROM THE POWER PACK.

4. POWER PACK: DRY CONTACTS RATED FOR 20-A BALLAST LOAD AT 120- AND 277-V AC, FOR 13-A TUNGSTEN AT 120-V AC, AND FOR 1 HP AT 120-V AC. SENSOR HAS 24-V DC, 150-MA, CLASS 2 POWER SOURCE, AS DEFINED BY NFPA 70.

5. MOUNTING:

5.1. SENSOR: SUITABLE FOR MOUNTING IN ANY POSITION ON A STANDARD OUTLET BOX.

5.2. RELAY: EXTERNALLY MOUNTED THROUGH A 1/2-INCH (13-MM) KNOCKOUT IN A STANDARD ELECTRICAL ENCLOSURE.

5.3. TIME-DELAY AND SENSITIVITY ADJUSTMENTS: RECESSED
AND CONCEALED BEHIND HINGED DOOR.

6. INDICATOR: DIGITAL DISPLAY, TO SHOW WHEN MOTION IS

DETECTED DURING TESTING AND NORMAL OPERATION OF
SENSOR.

7. BYPASS SWITCH: OVERRIDE THE "ON" FUNCTION IN CASE OF SENSOR FAILURE.

8. AUTOMATIC LIGHT-LEVEL SENSOR: ADJUSTABLE FROM 2 TO 200 FC (21.5 TO 2152 LUX); TURN LIGHTS OFF WHEN SELECTED
LIGHTING LEVEL IS PRESENT.

7.8.2 PER TYPE: CEILING MOUNTED; DETECT OCCUPANTS IN COVERAGE AREA BY THEIR HEAT AND MOVEMENT.

1. DETECTOR SENSITIVITY: DETECT OCCURRENCES OF 6-INCHMINIMUM MOVEMENT OF ANY PORTION OF A HUMAN BODY THAT PRESENTS A TARGET OF NOT LESS THAN 36 SQ. IN.

2. DETECTION COVERAGE (ROOM): DETECT OCCUPANCY ANYWHERE IN A CIRCULAR AREA OF 1000 SQ. FT. WHEN MOUNTED ON A
96-INCH- HIGH CEILING.

3. DETECTION COVERAGE (CORRIDOR): DETECT OCCUPANCY WITHIN 90 FEET WHEN MOUNTED ON A 10-FOOT- HIGH CEILING.

7.8.3 ULTRASONIC TYPE: CEILING MOUNTED; DETECT OCCUPANTS IN

COVERAGE AREA THROUGH PATTERN CHANGES OF REFLECTED
ULTRASONIC ENERGY.

1. DETECTOR SENSITIVITY: DETECT A PERSON OF AVERAGE SIZE AND WEIGHT MOVING NOT LESS THAN 12 INCHES IN EITHER A

HORIZONTAL OR A VERTICAL MANNER AT AN APPROXIMATE
SPEED OF 12 INCHES/S.

2. DETECTION COVERAGE (SMALL ROOM): DETECT OCCUPANCY
ANYWHERE WITHIN A CIRCULAR AREA OF 600 SQ. FT. WHEN
MOUNTED ON A 96-INCH- HIGH CEILING.

3. DETECTION COVERAGE (STANDARD ROOM): DETECT OCCUPANCY ANYWHERE WITHIN A CIRCULAR AREA OF 1000 SQ. FT. WHEN
MOUNTED ON A 96-INCH- HIGH CEILING.

4. DETECTION COVERAGE (LARGE ROOM): DETECT OCCUPANCY
ANYWHERE WITHIN A CIRCULAR AREA OF 2000 SQ. FT. WHEN
MOUNTED ON A 96-INCH- HIGH CEILING.

5. DETECTION COVERAGE (CORRIDOR): DETECT OCCUPANCY
ANYWHERE WITHIN 90 FEET WHEN MOUNTED ON A 10-FOOT- HIGH CEILING IN A CORRIDOR NOT WIDER THAN 14 FEET.

7.8.4 DUAL-TECHNOLOGY TYPE: CEILING MOUNTED; DETECT OCCUPANTS IN COVERAGE AREA USING PIR AND ULTRASONIC DETECTION METHODS.

THE PARTICULAR TECHNOLOGY OR COMBINATION OF TECHNOLOGIES

THAT CONTROL ON-OFF FUNCTIONS IS SELECTABLE IN THE FIELD BY OPERATING CONTROLS ON UNIT.

1. SENSITIVITY ADJUSTMENT: SEPARATE FOR EACH SENSING
TECHNOLOGY.

2. DETECTOR SENSITIVITY: DETECT OCCURRENCES OF 6-INCHMINIMUM MOVEMENT OF ANY PORTION OF A HUMAN BODY THAT PRESENTS A TARGET OF NOT LESS THAN 36 SQ. IN., AND DETECT

A PERSON OF AVERAGE SIZE AND WEIGHT MOVING NOT LESS
THAN 12 INCHES IN EITHER A HORIZONTAL OR A VERTICAL
MANNER AT AN APPROXIMATE SPEED OF 12 INCHES/S.

3. DETECTION COVERAGE (STANDARD ROOM): DETECT OCCUPANCY ANYWHERE WITHIN A CIRCULAR AREA OF 1000 SQ. FT. WHEN
MOUNTED ON A 96-INCH- HIGH CEILING.

7.8.5 COMPLY WITH ALL COMMISSIONING REQUIRED FOR TITLE 24 (CEC 2013)

8.0 TELEPHONE SYSTEMS

9.0 DATA/INFORMATION SYSTEMS

8.1 PROVIDE AND INSTALL A COMPLETE SYSTEM OF EMPTY RACEWAYS 3/4" EMT MINIMUM WITH PULL STRAP/CORD. PROVIDE REQUIRED/REQUESTED INFORMATION TO TELEPHONE COMPANY PRIOR TO INSTALLATION.

7.6 DIMMERS AND SWITCHES

8.7.1 ALL DEVICES SHALL BE UL LISTED SPECIFICALLY FOR THE REQUIRED LOADS (I.E., INCANDESCENT, FLUORESCENT, LOW VOLTAGE, ELECTRONIC LOW VOLTAGE).

8.7.2 DIMMERS AND SWITCHES SHALL MEET OR EXCEED ANSI/IEEE STD.C62.41-1980

8.7.3 DIMMERS AND SWITCHES SHALL MEET UL 20 AND UL 1472.

8.7.4 DIMMER CONTROL SHALL BE LINEAR SLIDE. DIMMER SHALL PROVIDE A SMOOTH AND CONTINUOUS SQUARE LAW DIMMING CURVE.

8.7.5 DIMMERS SHALL UTILIZE AN LC FILTERING NETWORK TO MINIMIZE

INTERFERENCE WITH PROPERLY INSTALLED RADIO, AUDIO, AND VIDEO EQUIPMENT.

8.7.6 DIMMER CONTROL SLIDER SHALL BE CAPTURED.

8.7.7 FACEPLATE SHALL SNAP ON TO DEVICE WITH NO VISIBLE MEANS OF ATTACHMENT.

8.7.8 ACCEPTABLE MANUFACTURES FOR DIMMERS ARE LUTRON, LITHONIA, LEVITON AND PRESCOLITE, LIGHTOLIER OR PRIOR APPROVED EQUAL.

9.1 PROVIDE AND INSTALL A COMPLETE SYSTEM OF RACEWAYS (CABLE

TRAYS, J-HOOKS, CONDUIT SLEEVES) OF PREFERABLY OPEN
CONSTRUCTION WITH PULL LINE. RACEWAYS TO BE CONTINUOUS.

ELECTRICAL SPECIFICATIONS
SOME SPECIFICATIONS MAY NOT BE USED FOR THIS PROJECT.

A N T
O N

N A T H A N
S
O N
Exp. 03/31/23
L A

LECT RIC
E
REE

REGISTERED PROFESSIONAL ENGIN

STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
SAN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SHEET NUMBER:
005-1175

ELECTRICAL TI

SPEC NOTES
200702
E002
AN
AN
SP

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
Not for Construction
For Council Approval
POOL
EQUIP
200A, 120/240V, 3PH, 4W
M
200A
3P
G N
3P
100A
3P
125A
(EX) MAIN SWITCH BOARD "MSB-1"
(EX) XFMR

UTILITY

SERVICE
(EX)

SINGLE LINE DIAGRAM
SCALE: NONE
1 E002
PANEL
P-1
MAIN
BLDG

GENERAL NOTES
A. ALL EQUIPMENT IS EXISTING TO REMAIN UNLESS NOTED
OTHERWISE.

B. ELECTRICAL CONTRACTOR TO FIELD VERIFY ALL EXISTING
CONDITIONS. IF CONDITION IS DIFFERENT FROM THAT

INCLUDED IN THIS DRAWING, PROVIDE UPDATED

INFORMATION TO ELECTRICAL ENGINEER PRIOR TO
ROUGH-IN.

C. ELECTRICAL CONTRACTOR SHALL PROVIDE UPDATED

PANEL DIRECTORY FOR EACH PANEL WITH MODIFIED
CIRCUITS.

D. ELECTRICAL CONTRACTOR MUST PROVIDE NEW LABELS

ON ALL BRANCH PANELS WITH MODIFIED CIRCUITS
INDICATING "HIGH-LEG" 240V 3PH SYSTEM.

A N T
O N

N A T H A N
S
O N
Exp. 03/31/23
L A

LECT RIC
E
REE

REGISTERED PROFESSIONAL ENGIN

STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
SAN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SHEET NUMBER:
005-1175

ELECTRICAL

SINGLE LINE

DIAGRAM
200702
E003
AN
AN
SP

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
Demand Load (A): 95 A
Continuous 26572 VA 125.00% 33215 VA Demand Load (kVA): 39455 VA Non-Continuous 500 VA 100.00% 500 VA
Lighting 768 VA 125.00% 960 VA Connected Load (A): 78 A Receptacle 4780 VA 100.00% 4780 VA Connected Load (kVA): 32620 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps: 104 A 74 A 94 A
Total Load: 12512 VA 8857 VA 11250 VA
41 BUSSED SPACE -- 1 -- -- 1 -- BUSSED SPACE 42
39 HIGH LEG - NO 1-POLE LOADS -- 1 -- -- 1 -- HIGH LEG - NO 1-POLE LOADS 40 37 BUSSED SPACE -- 1 -- -- 1 -- BUSSED SPACE 38
35 BUSSED SPACE -- 1 -- -- 1 -- BUSSED SPACE 36
33 HIGH LEG - NO 1-POLE LOADS -- 1 -- -- 1 -- HIGH LEG - NO 1-POLE LOADS 34 31 EQUIPMENT / VEST RECEPTS 20 A 1 360 VA 0 VA 1 20 A SPARE 32 29 FIRST AID RECEPTS 20 A 1 360 VA 0 VA 1 20 A SPARE 30 27 HIGH LEG - NO 1-POLE LOADS -- 1 -- -- 1 -- HIGH LEG - NO 1-POLE LOADS 28 25 OFFICE RECEPTS 20 A 1 900 VA 0 VA 1 20 A SPARE 26
23 REFRIGERATOR 20 A 1 180 VA 0 VA 1 20 A SPARE 24
21 HIGH LEG - NO 1-POLE LOADS -- 1 -- -- 1 -- HIGH LEG - NO 1-POLE LOADS 22 19 GARBAGE DISPOSAL 20 A 1 500 VA 4429... 20
17 BREAK ROOM RECEPTS 20 A 1 720 VA 4429... 18
15 HIGH LEG - NO 1-POLE LOADS -- 1 -- 4429...
3 80 A EWH-2
16 13 SPARE 20 A 1 0 VA 4429... 14
11 HAND DRYER 20 A 1 500 VA 4429... 12
9 HIGH LEG - NO 1-POLE LOADS -- 1 -- 4429...
3 80 A EWH-1
10 7 STORAGE/RESTROOM/CLOSET RECEPTS 20 A 1 540 VA 0 VA 1 20 A SPARE 8 5 EXTERIOR LIGHTING 20 A 1 133 VA 500 VA 1 20 A HAND DRYER 6 3 HIGH LEG - NO 1-POLE LOADS -- 1 -- -- 1 -- HIGH LEG - NO 1-POLE LOADS 4 1 INTERIOR LIGHTING 20 A 1 635 VA 720 VA 1 20 A STORAGE / RESTROOM RECEPTS 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes:

Enclosure: Type 1 MCB Rating: 100
Mounting: Surface Wires: 4 Bus Rating: 100
Supply From: Phases: 3 Mains Type: MCB 100A
Location: EQUIPMENT 110 Volts: 240/120V A.I.C. Rating: 10,000 Branch Panel: P-1
MSB

ELECTRICAL EQUIPMENT SCHEUDLE

EQUIPMENT PANEL CIRCUIT FLA MCA MOCP

CIRCUIT

CONDUCTORS VOLTAGE/PHASE-VA
EWH-1 P-1 10,12,14 56 A 70 A 80 A 1-1/4"C, 3#2, #2N, #8G 240 V/3-13286 VA EWH-2 P-1 16,18,20 56 A 70 A 80 A 1-1/4"C, 3#2, #2N, #8G 240 V/3-13286 VA 200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
Not for Construction
For Council Approval
J
J

AREA OF DEMO
(X)P-1

STORAGE
101 WOMEN’S

SHOWER /

CHANGING
102 HWH
103

STORAGE
104

FIRST AID
106

OFFICE /

LIFEGUARD
105

BREAK ROOM
108
ENTRY

VESTIBULE
109

EQUIPMENT
110
MEN’S

RESTROOM
111
HWH
113

STORAGE
114
P-1

HAND DRYER

HAND DRYER
GD
REF
7 7
7 11
31 31
17 17
19 17 17
23 25
25 25
29 29
6 2
2 2
P-1 - 16,18,20
P-1 - 10,12,14
(X)EWH-1
(X)EWH-2

JANITOR
CLOSET
107
2 SAFE
36" AFF
36" AFF
40" AFF

GENERAL NOTES
A. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS
PRIOR TO ROUGH-IN.

B. VERIFY MOUNTING HEIGHTS OF ALL DEVICES WITH
ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH-IN.

C. DEMO ALL WIRING DEVICES AND CIRCUITS BACK TO
NEAREST JUNCTION BOX SERVING AREA.

D. DEMO ALL LIGHTING FIXTURES AND CIRCUITS BACK TO
NEAREST JUNCTION BOX SERVING AREA.

E. ALL RECEPTACLES SHALL BE TAMPER RESISTANCE TYPE.

F. ALL CIRCUITS GO BACK TO PANEL P-1 UNO.

A N T
O N

N A T H A N
S
O N
Exp. 03/31/23
L A

LECT RIC
E
REE

REGISTERED PROFESSIONAL ENGIN

STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
SAN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SHEET NUMBER:
005-1175

ELECTRICAL

POWER PLAN
200702
E101
AN
AN
SP

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
E101 SCALE: 1/8" = 1'-0"
1 POWER LEVEL 1 - DEMO
E101 SCALE: 1/8" = 1'-0"
2 POWER LEVEL 1 PLAN
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
Not for Construction
For Council Approval
D
D
D
D
D
D
D
D
M
M M
M
D
D
D
M
PC
PC
M
M

STORAGE
101
WOMEN’S

SHOWER /

CHANGING
102

STORAGE
104

FIRST AID
106

OFFICE /

LIFEGUARD
105

BREAK ROOM
108
ENTRY

VESTIBULE
109

EQUIPMENT
110
MEN’S

RESTROOM
111

JANITOR
CLOSET
112
HWH
113

STORAGE
114
HWH
103
S1
S1 S1
L2E
L2
L2
L2E
L2E
L2E L2E
L2
L2
L2 L2
L2
L2
L2 L2E
L2 L2 L2
L2 L2 L2E
L2E
L2
L3
L3 L2E
L2 L2
S1
L3
L3
L5
L5
L5
L5
1 1
1 1
1 1 1
1 1
1 1
1 1
1 1
1 1
1 5 5
5 5
1 1 1
1 1 1
1 1
1 1
1 1
1 1
1 1
L2E
L2
L2
L2E 1
1 1
1 1
L2
1 L2
1 1 1
L2 L2 L2
1 L5
X1
X1
X1
X1
1 1
1 1
L2
L2
1 1
7'-0" AFF
7'-0" AFF
5 S1
5 5
S1 S1
8'-0" AFF
(TYP. 6)
L4 L4E
L4E
L4
10' AFF
10' AFF
10' AFF 10' AFF
L2
L2

GENERAL NOTES
A. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS
PRIOR TO ROUGH-IN.

B. ALL BUILDING MOUNTED EXTERIOR FIXTURES ARE TO BE
CONTROLLED VIA TIMECLOCK AND PHOTOCELL.

C. ALL CIRCUITS GO BACK TO PANEL P-1 UNO.

A N T
O N

N A T H A N
S
O N
Exp. 03/31/23
L A

LECT RIC
E
REE

REGISTERED PROFESSIONAL ENGIN

STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
SAN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SHEET NUMBER:
005-1175

LIGHTING

FLOOR PLAN
200702
E201
AN
AN
SP

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
E201 SCALE: 1/8" = 1'-0"
1 RCP LEVEL 1

LIGHTING FIXTURE SCHEDULE
TAG DESCRIPTION MANUFACTURER MODEL LAMP TYPE LAMP COLOR TEMP. VOLTS/PHASE-VA L2 WET-LISTED, SURFACE MOUNTED 4" DIAMETER ROUND
DOWNLIGHT, TRIMLOCK, 1000 NOMINAL LUMENS, 80 CRI, 3500K,

DIMMABLE
GOTHAM

LIGHTING
IC04-35/10-LSS-50D OR

APPROVED EQUAL
LED 3500 K 120 V/1-9 VA
L2E WET-LISTED, SURFACE MOUNTED 4" DIAMETER ROUND
DOWNLIGHT, TRIMLOCK, 1000 NOMINAL LUMENS, 80 CRI, 3500K,

DIMMABLE WITH EMERGENCY BATTERY BACK-UP
GOTHAM

LIGHTING
IC04-35/10-LSS-50D OR

APPROVED EQUAL
LED 3500 K 120 V/1-9 VA
L3 WALL MOUNTED 2' BATHROOM VANITY, 2000 NOMINAL LUMENS, 80CRI, 3500K
BROWNLEE 5165-24-H16-35K OR

APPROVED EQUAL
LED 3500 K 120 V/1-16 VA
L4 4' LINEAR SUSPENDED MOUNTED LED WRAP LIGHT MOUNTED
AT 10', 3000 NOMINAL LUMENS, 80CRI, 3500K, DIMMABLE

LITHONIA

LIGHTING
BLWP4-30L-ADP-LP835 OR

APPROVED EQUAL
LED 3500 K 120 V/1-25 VA
L4E 4' LINEAR SUSPENDED MOUNTED LED WRAP LIGHT MOUNTED
AT 10', 3000 NOMINAL LUMENS, 80CRI, 3500K, DIMMABLE WITH

EMERGENCY BATTERY BACK-UP

LITHONIA

LIGHTING
BLWP4-30L-ADP-LP835 OR

APPROVED EQUAL
LED 3500 K 120 V/1-25 VA
L5 4' SURFACE MOUNTED LED STRIP, 3000 NOMINAL LUMENS,
3500K, 80CRI

LITHONIA

LIGHTING
CLX-L48-3000LM-SFF-RDL120V-35K-80CRI OR

APPROVED EQUAL
LED 3500 K 120 V/1-20 VA
S1 WALL MOUNTED EXTERIOR WALL SCONCE WITH EXTERNAL

PHOTOCELL

LITHONIA

LIGHTING
WDGE2-LED-P2-40K-80CRIT1S OR APPROVED EQUALLED 4000 K 120 V/1-19 VA X1 THERMO PLASTIC EXIT SIGN. PROVIDE ARROWS PER LIFE
SAFETY PLANS. PROVIDE WITH 90 MINUTE EMERGENCY
BATTERY BACK-UP.

LITHONIA

LIGHTING
LE-S-2-G-OR-E-EL-N OR

APPROVED EQUAL
LED 3500 K 120 V/1-5 VA
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
Not for Construction
For Council Approval

EMERGENCY STATISTICS
Description Symbol Avg Max Min Max/Min Avg/Min
BREAKROOM 3.1 fc 4.8 fc 1.6 fc 3.0:1 1.9:1
ENTRY VESTIBULE 8.1 fc 17.0 fc 1.9 fc 8.9:1 4.3:1
EQUIPMENT ROOM 5.5 fc 16.2 fc 0.5 fc 32.4:1 11.0:1
MEN RESTROOM 7.2 fc 17.3 fc 0.6 fc 28.8:1 12.0:1
OFFICE 2.6 fc 4.3 fc 1.2 fc 3.6:1 2.2:1
STORAGE 6.2 fc 17.1 fc 0.6 fc 28.5:1 10.3:1
WOMEN RESTROOM 6.2 fc 17.1 fc 0.7 fc 24.4:1 8.9:1

EMERGENCY INPUT SCHEDULE
Label Manufacturer Catalog Number Description
Lumens
per
Lamp
Wattage
L2
Gotham
Architectural
Lighting
ICO4 35/10 AR LSS 50D INCITO 4 INCH DOWNLIGHT,
ROUND, 3500K, 1000 LUMENS,
CLEAR, SEMI-SPECULAR, 50
DEGREE BEAM, CRI80
963 9.84
Avg Max/Min

1.0 fc 40:1

TARGET LEVELS
40:1
40:1
40:1
40:1
40:1
40:1

1.0 fc

1.0 fc
L4
Lithonia
Lighting
BLWP 4 30L ADP LP835 BLWP 4FT 3000 NOMINAL

LUMENS, CURVED LINEAR
PRISMATIC LENS, 3500K CCT,
CRI80
3065 24.99

0.6 1.5

3.1 5.0

5.5 4.2

0.9 2.5

6.2 10.8

11.6 8.1

1.1 3.2

8.6 15.2

16.2 11.2

0.9 2.8

7.1 12.7

14.0 9.8

0.7 1.7

3.8 6.5

7.3 5.3

0.5 0.8

1.6 2.4

2.7 2.1

0.9 2.8

7.8 14.7

17.1 13.1

0.9 2.7

7.1 13.5

16.2 12.5

0.7 1.8

4.2 7.8

9.5 7.5

0.6 1.0

1.9 3.1

0.6 0.8

5.5 10.6

11.6 8.3

8.2 14.8

16.5 11.8

5.6 6.8

12.7 14.7

10.7 3.8

6.8 7.9

1.8 2.8

0.6 1.0

1.6 2.4

0.6 1.0

2.3 4.2

6.3 6.6

0.7 3.0

3.9 7.9

12.6 12.7

8.6 12.5

12.8 8.5

4.8 5.1

10.2 16.2

16.4 10.7

4.9 17.1

17.3 11.7

5.9 4.7

8.1 12.8

13.2 8.7

14.9 15.7

10.5 5.0

3.3 4.3

6.4 6.6

2.9 1.8

2.0 2.7

0.6 1.1

1.3 2.2

2.7 0.6

0.8 1.7

3.7 6.5

8.0 1.0

2.5 6.3

12.2 14.6

11.6 2.6

7.3 14.2

17.0 13.6

10.0 12.3

9.9 4.5

5.5 4.5

1.7 1.9

1.6 3.6

4.2 4.4

4.2 3.5

4.0 4.5

4.8 4.4

3.6 3.8

4.3 4.5

4.2 3.5

3.3 3.7

3.8 3.6

3.1 2.5

2.9 3.0

2.9 2.6

2.0 2.3

2.4 2.3

2.2 3.4

3.0 2.6

2.3 2.0

2.6 2.2

2.0 2.2

1.9 1.8

1.6 1.2

1.3 1.3

1.3 1.2

1.5 1.6

1.7 1.6

1.5 1.9

2.1 2.2

2.1 1.8

2.4 2.7

2.8 2.7

2.3 2.9

3.4 3.6

3.4 2.8

3.3 3.9

4.2 3.9

3.3 3.4

4.1 4.3

3.9 3.2

3.8 3.9

3.6 3.4

3.1 3.0

2.8 2.3

2.4 2.3

2.0 1.8

1.9 1.8

1.7 8.5

6.0 3.4

2.5 3.5

6.1 8.4

14.4 14.7

10.0 5.0

3.4 5.3

10.7 14.9

13.8 16.2

16.9 11.6

5.6 3.6

5.7 12.0

17.0 15.8

11.4 12.2

8.5 4.3

2.8 4.3

8.5 12.1

11.3 5.2

5.7 4.3

2.6 1.9

2.5 4.1

5.6 5.3

3.4 2.6

7.3 7.9

5.9 7.6

13.1 14.5

10.7 1.7

8.4 15.2

17.1 12.8

0.9 2.4

5.9 10.9

12.7 0.7

0.9 1.5

3.1 5.2

1.1 1.5

1.6 1.5

1.6 2.8

4.1 4.2

2.9 6.2

9.8 9.9

9.5 15.3

15.2 9.6

4.1 8.8

14.4 14.6

9.3 3.9

5.0 8.2

8.5 5.5

2.6 2.1

3.2 3.3

2.4 1.4

1.2 1.4

1.5 1.5

0.9 1.6

2.6 3.4

3.2 2.2

1.2 1.2

3.0 6.1

8.6 7.8

4.8 2.3

1.7 4.7

10.5 15.1

13.6 8.0

1.8 4.9

11.2 16.3

15.1 3.4

7.4 11.0

3.5 A N T
O N

N A T H A N
S
O N
Exp. 03/31/23
L A

LECT RIC
E
REE

REGISTERED PROFESSIONAL ENGIN

STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
SAN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SHEET NUMBER:
005-1175

EM LIGHTING

PHOTOMETRICS
200702
E301
AN
AN
SP

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
E301 SCALE: 1/8" = 1'-0"
1 RCP LEVEL 1 PHOTOMETRICS
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
Not for Construction
For Council Approval
DS
M
M DS
M DS

LIGHTING LOAD N
277/120VAC DIMMING
■ BLK - 120VAC OR ORN - 277VAC
GRN
BLUE
WHT
BLK
BLUE

NOTE DESCRIPTION
16 AMP RELAY PACK WITH DIMMING CONTROL
16 AMP RELAY PACK FOR PLUG LOAD CONTROL

AUTOMATIC DIMMING CONTROL PHOTOCELL- CEILING MOUNT

WALL SWITCH OCCUPANCY SENSOR,
LOW VOLTAGE; ON / OFF / RAISE / LOWER CONTROL

SCHEMATIC OF TYPICAL WALL-MOUNT MOTION SENSOR - WIRING DIAGRAM 1 2
3 4
BLUE
N H
M/D
1 2
3 WHT
■ BLK/ORN
BLUE
N H
4 CONTINUE

AS REQ'D

SEE PLANS

CONTINUE

AS REQ'D

SEE PLANS
CONTROL WIRE - CAT5/6, 0-10V, OR LINE VOLTAGE
(PER MANUFACTURER RECOMMENDATIONS) 5
5 5
5 5

BILL OF MATERIAL
N
PLUG

LIGHTING
GRN

OCCUPANCY SENSOR
*per section 130.1(C)

PLUG LOAD CONTROL
*per section 130.5 (D)

DAYLIGHT

HARVESTING
*per section 130.1(D)

SWITCH WITH ON/OFF

RAISE/LOWER
*per section 130.1(A)

RELAY MODULE WITH ON/OFF

DIMMING
*per section 130.1(B)

AUTOMATIC DEMAND

RESPONSE
*per section 130.1(E)

OCCUPANCY SENSOR
*per section 130.1(C)

PLUG LOAD CONTROL
*per section 130.5 (D)

DAYLIGHT

HARVESTING
*per section 130.1(D)

SWITCH WITH ON/OFF

RAISE/LOWER
*per section 130.1(A)

RELAY MODULE WITH ON/OFF

DIMMING
*per section 130.1(B)

AUTOMATIC DEMAND

RESPONSE
*per section 130.1(E)
Dab
1 N

SECONDARY DAYLIGHTNIG ZONE
277/120VAC DIMMING
GRN
BLUE
2 WHT
■BLK/ORN
BLUE
N H

CONTINUE

AS REQ'D

SEE PLANS
N

PRIMARY DAYLIGHTNIG ZONE
277/120VAC DIMMING
GRN
BLUE
2 CONTINUE

AS REQ'D

SEE PLANS

BLUE WHT BLK
BLUE
N H
3 CONTINUE

AS REQ'D

SEE PLANS
4 WHT
*BLK/ORN
BLUE
N H

NOTE DESCRIPTION
16 AMP RELAY PACK WITH DIMMING CONTROL
16 AMP RELAY PACK FOR PLUG LOAD CONTROL
1 ON/OFF SWITCH WITH DIMMING
2 3

NOTE DESCRIPTION
4 STANDARD RANGE 360° SENSOR-CEILING MOUNT
5 AUTOMATIC DIMMING CONTROL PHOTOCELL- CEILING MOUNT
CONTROL WIRE - CAT5/6, 0-10V, OR LINE VOLTAGE
(PER MANUFACTURER REQUIREMENTS)
6 ■ BLK - 120VAC OR ORN - 277VAC

SCHEMATIC OF TYPICAL CEILING-MOUNTED MOTION & DAYLIGHT - WIRING DIAGRAM 6 6
6 PLUG

LIGHTING

LIGHTING
6 GRN

BILL OF MATERIAL
N
4 5
6 6
c
6 6

CONTINUE

AS REQ'D

SEE PLANS
4 5
6 6

1. REFER TO LIGHTING AND

POWER PLANS FOR QUANTITY

AND APPROXIMATE LOCATION

OF LIGHTING FIXTURES,

RECEPTACLES, DEVICES AND
CONTROLS.

2. WIRING CLASS AND TYPE CAN

VARY PER MANUFACTURER
AND CONTROL SYSTEM.

VERIFY ALL WIRING AND

CONTROLS WITH

MANUFACTURER PRIOR TO
INSTALLATION.

3. AUTOMATIC DAYLIGHTING

CONTROLS SHALL BE

INSTALLED ONLY IF THE TOTAL

COMBINED WATTAGE

INSTALLED IS GREATER THAN
120 WATTS AND IN ROOMS
THAT HAVE MORE THAN 24sq ft
OF GLAZING.

GENERAL NOTES

CEC REQUIREMENT NOTES

1. REFER TO LIGHTING AND

POWER PLANS FOR QUANTITY

AND APPROXIMATE LOCATION

OF LIGHTING FIXTURES,

RECEPTACLES, DEVICES AND
CONTROLS.

2. WIRING CLASS AND TYPE CAN

VARY PER MANUFACTURER
AND CONTROL SYSTEM.

VERIFY ALL WIRING AND

CONTROLS WITH

MANUFACTURER PRIOR TO
INSTALLATION.

3. AUTOMATIC DAYLIGHTING

CONTROLS SHALL BE

INSTALLED ONLY IF THE TOTAL

COMBINED WATTAGE

INSTALLED IS GREATER THAN
120 WATTS AND IN ROOMS
THAT HAVE MORE THAN 24sq ft
OF GLAZING.

GENERAL NOTES

CEC REQUIREMENT NOTES
c
a
b
a
b
b b
c
a a

SCHEMATIC OF TYPICAL CEILING-MOUNTED MOTION & DAYLIGHT
SCALE: NONE
1 E501

SCHEMATIC OF TYPICAL WALL-MOUNT MOTION SENSOR
SCALE: NONE
2 E501
A N T
O N

N A T H A N
S
O N
Exp. 03/31/23
L A

LECT RIC
E
REE

REGISTERED PROFESSIONAL ENGIN

STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
SAN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SHEET NUMBER:
005-1175

ELECTRICAL

DETAILS
200702
E501
AN
AN
SP

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
Not for Construction
For Council Approval
A N T
O N

N A T H A N
S
O N
Exp. 03/31/23
L A

LECT RIC
E
REE

REGISTERED PROFESSIONAL ENGIN

STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
SAN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SHEET NUMBER:
005-1175
TITLE 24 FORMS
200702
E601
AN
AN
SP

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
Not for Construction
For Council Approval
A N T
O N

N A T H A N
S
O N
Exp. 03/31/23
L A

LECT RIC
E
REE

REGISTERED PROFESSIONAL ENGIN

STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
SAN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SHEET NUMBER:
005-1175
TITLE 24 FORMS
200702
E602
AN
AN
SP

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
Not for Construction
For Council Approval
A N T
O N

N A T H A N
S
O N
Exp. 03/31/23
L A

LECT RIC
E
REE

REGISTERED PROFESSIONAL ENGIN

STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
SAN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SHEET NUMBER:
005-1175
TITLE 24 FORMS
200702
E603
AN
AN
SP

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
Not for Construction
For Council Approval
A N T
O N

N A T H A N
S
O N
Exp. 03/31/23
L A

LECT RIC
E
REE

REGISTERED PROFESSIONAL ENGIN

STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
SAN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SHEET NUMBER:
005-1175
TITLE 24 FORMS
200702
E604
AN
AN
SP

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
Not for Construction
For Council Approval
Project Manual for the
Johnson Poolhouse
Renovation Project
September 2022
The latest edition of the City of Roseville Parks Construction Standards are incorporated by reference as a part of this Project Manual. The Parks Construction Standards can be purchased at the address listed below.

Parks, Recreation & Libraries
316 Vernon Street, Suite 400
Roseville, California 95678
www.roseville.ca.us Not for Construction
For Council Approval
(916) 774-5505 • (916) 773-5595 Fax • (916) 774-5220 TDD • [email protected] • www.roseville.ca.us/parks Notice to Bidders
DATE: September 8, 2022
TO: Prospective Bidders
FROM: Heather Buck, Park Development Project Manager
RE: Johnson Poolhouse Renovation Project
Project Description: The City of Roseville is now accepting bid proposals for the Johnson Poolhouse Renovation Project. The scope of work for the base bid includes, but is not limited to: accessibility upgrades to the poolhouse and related mechanical, electrical, plumbing, fencing, and flatwork upgrades. Bid alternates include 1) removal and replacement of the entry ramp and stairs and 2) removal and replacement of the existing overhead doors at the entry vestibule.

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

Potential bidders are advised to obtain all documents and specifications related to this project directly from the City of Roseville. The City of Roseville does not guarantee the accuracy of any forms, plans, or project manuals obtained through outside sources other than the City of Roseville. Furthermore, the City does not guarantee the distribution of any addendums or the accuracy of their content if obtained from a third party.

Bidders expressly assume the risk that their bid will be rejected from the use of project manuals or project plans obtained from third parties other than the City of Roseville.

Engineer’s Estimate: The engineer's estimate for construction of the base bid items is $261,852.00.

Pre-Bid Meeting: A job walk (not mandatory) will be held at 9:00 a.m. on Tuesday, September 20, 2022 at 100 D Street, Roseville, CA 95678. Bidders are expected to be familiar with the existing site conditions however, and may pose questions on any conditions they may discover that are not represented within the bid documents.

Questions: The deadline for submission of questions and clarifications regarding the Contract Documents is September 27, 2022 at 5:00 p.m. In order to meet the required timeline to issue addenda, questions will not be accepted after this date. Only Addenda issued by the City are binding. All questions shall be directed to the attention of Heather Buck via Public Purchase at https://roseville.ca.us/rfp.

Bid Deadline: Proposals will be received at the Office of the City Clerk, 311 Vernon Street, Roseville, California, until 3:00 p.m. October 4, 2022. The proposals will be publicly opened and read by the City Clerk or designee of the City of Roseville in the City Clerk’s Office at 3:05 p.m. on that same day.

The July 2021 edition of the City of Roseville Parks Construction Standards will be applicable to this project.

The successful bidder will be required to use the standards contained in the book for the construction of this project.

Parks, Recreation & Libraries
Park Development
316 Vernon Street, Suite 400
Roseville, California 95678
Not for Construction
For Council Approval
Parks, Recreation & Libraries
Park Development
316 Vernon Street, Suite 400
Roseville CA 95678
Notice to the apparent low bidder for the Johnson Poolhouse Renovation Project In order to move forward with the award of this project, the City of Roseville requests that you submit the following documents:

1. Agreement (two sets of originals, single-side print) with either:
wet signatures from two corporate officers, or
wet signature from one corporate office plus the corporate seal

2. Public Works Faithful Performance Bond – fully executed and notarized.

3. Public Works Labor and Materials Payment Bond – fully executed and notarized.

4. Insurance - fully executed and notarized.

5. CDBG Supplement to Contract for Construction Forms (see Appendix A) The Agreement, bond forms and insurance requirements are contained in this Project Manual.

We request that all documents be received by October 21, 2022.

Please contact us if you are unable to meet this deadline.

Send completed forms to:

City of Roseville - Parks, Recreation & Libraries Department Attn: Heather Buck
316 Vernon Street, Suite 400
Roseville CA 95678
The Parks, Recreation & Libraries Department requires submittal of all of the above executed documents prior to City Council bid award.
916.774.5505 phone
916.774.5251 fax
www.roseville.ca.us Not for Construction
For Council Approval
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

TABLE OF CONTENTS
Pagination Notation
Notice to Contractors NTC
Instructions to Bidders INT
Proposal PROP
Insurance Broker Information Packet INS
General Conditions for Buildings and Grounds GC
Supplemental Conditions SC
Specifications SPEC
Drawings DRAW
Assembly Bill No. 626 AB 626

Not for Construction
For Council Approval
Compliance with Economic Sanctions EO N-6-22
NTC - 1
[B:\PRL\PARKS\CIPs\Rehabs\Johnson Pool\Vision Plan\Bid Documents\Support Docs\notice to contractors-federal aid.docx; 8/17/22]

CITY OF ROSEVILLE
DEPARTMENT OF _______________________
Name of Project: ___________________________________________ Federal Aid Project: _______________________
City of Roseville Contract: __________________

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

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

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

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

Bids shall be submitted on the City’s Proposal Forms included in the Project Manual, plainly endorsed with the Bidder’s name together with signed acknowledgement of any and all addenda. Proposal Forms shall be securely sealed in a suitable envelope marked with the name Not for Construction For Council Approval

PARKS, RECREATION & LIBRARIES
Johnson Poolhouse Renovation
October 4, 2022
October 4 22
Johnson Poolhouse Renovation
9:00 a.m. on September 20, 2022, at Johnson
Pool, 100 D. Street, Roseville, CA 95678
http://www.roseville,ca.us/rfp
NTC - 2
[B:\PRL\PARKS\CIPs\Rehabs\Johnson Pool\Vision Plan\Bid Documents\Support Docs\notice to contractors-federal aid.docx; 8/17/22] and address of the Bidder, and marked in capital letters on the front and back of the envelope as follows:
[NAME OF PROJECT]
(Name of Bidder)
(Address of Bidder)
Whether mailed or personally delivered, all bids shall be addressed to the City of Roseville, Office of the City Clerk, 311 Vernon Street, Roseville, California, 95678.

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

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

Any bid may be withdrawn at any time prior to the time fixed in the public notice for the deadline submission of bids only by written request for the withdrawal of the bid filed with the City Clerk. The request shall be executed by the Bidder or his or her duly authorized representative. The withdrawal of a bid does not prejudice the right of the Bidder to file a new bid by the submission deadline. Whether or not bids are opened exactly at the time fixed in the public notice for opening bids, a bid will not be received after the deadline submission of bids Not for Construction For Council Approval
NTC - 3
[B:\PRL\PARKS\CIPs\Rehabs\Johnson Pool\Vision Plan\Bid Documents\Support Docs\notice to contractors-federal aid.docx; 8/17/22] nor may any bid be withdrawn after the time fixed in the public notice for deadline for submission of bids. Immediately following the deadline for submission of bids all bids shall become the property of the City of Roseville and the City is under no obligation to return bids.

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

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

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

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

The DBE contract goal for this project is: _______.

THIS PROJECT IS SUBJECT TO THE “BUY AMERICA” PROVISIONS OF THE SURFACE TRANSPORTATION ASSISTANCE ACT OF 1982 AS AMENDED BY THE INTERMODAL SURFACE TRANSPORTATION EFFICIENCY ACT OF 1991. Not for Construction For Council Approval
0%
NTC - 4
[B:\PRL\PARKS\CIPs\Rehabs\Johnson Pool\Vision Plan\Bid Documents\Support Docs\notice to contractors-federal aid.docx; 8/17/22] Pursuant to Public Contract Code Section 22300, the successful Bidder may submit certain securities in lieu of the City withholding retention of payments during the Project.

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

Bidders shall be skilled and regularly engage in the general class or type of work called for under this contract.

The work is to be done in Placer County. Pursuant to California Labor Code Section 1773, the City has ascertained the General Prevailing Rate of Wages in the County in which the work is to be done to be as determined by the Director of Industrial Relations of the State of California. The Contractor is hereby made aware that information regarding prevailing wage rates may be obtained from the State Department of Industrial Relations and/or the following website address: http://www.dir.ca.gov/dlsr/DPreWageDetermination.htm. The Contractor is required to post a copy of the applicable wage rates at the job site. Attention is directed to Section 7 “Legal Relations and Responsibility” of the Standard Construction Specifications.

The Federal minimum wage rates for this project as predetermined by the United States Secretary of Labor are set forth in the Project Manual and in copies of this book that may be examined at the offices described above where project plans, special provisions, and bid forms may be seen. Addenda to modify the Federal minimum wage rates, if necessary, will be issued Not for Construction For Council Approval
A or B
NTC - 5
[B:\PRL\PARKS\CIPs\Rehabs\Johnson Pool\Vision Plan\Bid Documents\Support Docs\notice to contractors-federal aid.docx; 8/17/22] to holders of the Project Manual. Future effective general prevailing wage rates, which have been predetermined and are on file with the California Department of Industrial Relations, are referenced but not printed in the general prevailing wage rates.

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

The U.S. Department of Transportation (DOT) provides a toll-free “hotline” service to report bid rigging activities. Bid rigging activities can be reported Mondays through Fridays, between 8:00 a.m. and 5:00 p.m., Eastern Time, Telephone No. 1-800-424-9071. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the “hotline” to report these activities. The “hotline” is part of the DOT’s continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the DOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. Not for Construction
For Council Approval
NTC - 6
[B:\PRL\PARKS\CIPs\Rehabs\Johnson Pool\Vision Plan\Bid Documents\Support Docs\notice to contractors-federal aid.docx; 8/17/22] 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 ______________________________ via ________________________________ at _______________________________. The deadline for submissions of questions and clarifications regarding the Contract Documents is _______ calendar days before the deadline for bid submissions. Only Addenda issued by the City are binding. ___________________________________
City Clerk, City of Roseville

Dated: _____________________________
Published: __________________________ Not for Construction For Council Approval
Heather Buck Public Purchase
https://roseville.ca.us/rfp
7 INT - 1
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

INSTRUCTIONS TO BIDDERS
SECTION 1. GENERAL
1-1.01 GENERAL. These Instructions to Bidders form a part of the Contract Documents. Capitalized terms are defined in the General Conditions 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 Not for Construction For Council Approval
INT - 2
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] conditions and hereby disclaims any liability as a result of Contractor’s or Bidder’s reliance on such investigations. City will presume that all Bidders have conducted their own site investigations, including investigations of subsurface conditions. Where such investigations have been made, Bidders or Contractors may, upon written request, inspect the records of the Department as to such investigations subject to the conditions set forth in these Instructions to Bidders. Such inspection of records may be made only at the location noted above. The records of such investigations are not a part of the Contract Documents and are shown solely for the convenience of the Bidder or Contractor. The City assumes no responsibility whatsoever with respect to the sufficiency or accuracy of the investigations made, the records thereof, or of the interpretations set forth therein or made by the City in its use thereof. The City makes no warranty or guarantee, either express or implied, that the conditions indicated by such investigations or records are representative of those existing throughout such areas, or any part thereof, or that unforeseen developments may not occur, or that materials other than, or in proportions different from those indicated, may not be encountered.

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

Not for Construction
For Council Approval
INT - 3
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 2: BID REQUIREMENTS
2-1.01 PROPOSAL FORMS. The Department will furnish to each Bidder standard Proposal Forms, which, when filled out and executed may be submitted as the bid.

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

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

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

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

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

If the Bidder is a partnership, the true name of the firm shall be set forth, the names and addresses of all partners shall be given and the Proposal shall be signed by a partner in the firm authorized to sign contracts on behalf of the partnership. If the Bidder is a joint venture, the Proposal shall be signed on behalf of each participating company by officers or other individuals who have the full and proper authorization to do so. If the Proposal is signed by an agent of the Bidder other than an officer of a corporation or a member of a partnership, a notarized Power of Not for Construction For Council Approval
INT - 4
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Attorney must be on file with the City prior to opening of bids or must be submitted with the Proposal. If requested by the City, the Bidder shall promptly submit evidence satisfactory to the City of the authority of the person signing the Proposal. 2-1.02 SUBMISSION OF BIDS. Bids must be submitted at the prescribed time and location specified in the Notice to Contractors. Any submission received after the prescribed time shall be rejected, regardless of whether or not bids are opened exactly at the prescribed time.

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

No telegraphic, telephonic, or facsimile or other electronically transmitted bids will be considered.
2-1.03 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS. Each Proposal shall list the name, address and Contractor license number of each Subcontractor to whom the Bidder proposes to subcontract portions of the Work in an amount in excess of onehalf of one percent (0.5%) of its total bid, in accordance with Section 4100 to 4114, inclusive, of the Public Contract Code for the State of California. The Bidder shall list the Subcontractor’s license number and the portion of the Work that will be done by each Subcontractor. If the Bidder fails to specify a Subcontractor for any portion of the Work, the Bidder agrees to perform that portion of the Work itself, and represents that it is qualified to perform that portion of the Work itself. The Bidder's attention is invited to other provisions of the Public Contract Code related to the imposition of penalties for a failure to observe its provisions by using unauthorized Subcontractors or by making unauthorized substitutions. 2-1.04 CONTRACTOR’S LICENSING LAWS. Attention is directed to the Not for Construction For Council Approval
INT - 5
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 employee of such Bidder who has a proprietary interest in such Bidder, having been disqualified, Not for Construction For Council Approval
INT - 6
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 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.

The prices included within the Schedule of Bid Prices shall include all costs for labor, Not for Construction For Council Approval
INT - 7
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 General Conditions, 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 under a bid item will be performed during the course of the Project or that the Work will be Not for Construction For Council Approval
INT - 8
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] performed at the quantities included in the Schedule of Bid Prices. As provided in the General Conditions, 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.
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 Not for Construction For Council Approval
INT - 9
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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.

Not for Construction
For Council Approval
INT - 10
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 3: EVALUATION OF BIDS
3-1.01 BID EVALUATION PROCESS. Bids will be evaluated to determine the apparent low Bidder. The apparent low Bidder will be determined on the basis of the Grand Total Bid Price, as shown in the Schedule of Bid Prices. If additive or deductive alternates are used in the Schedule of Bid Prices, the apparent low Bidder will be the Bidder with the lowest total of the bid prices for base contract items plus the alternates designated by the City as those that will be used for determining the lowest bid price. However, the City reserves the right to (1) not award any alternates or (2) award any combination of alternates.

In case of discrepancy between the total of the base contract items and any specified alternates and the stated Grand Total Bid Price, the total of the base contract items plus specified alternates shall prevail. Any mathematical errors that appear on the face of the bid will be corrected by the City and the City will use the mathematically corrected addition. For example, if the mathematical total of Bidder’s base contract items plus specified alternates equals $1,000,000, but the Bidder has written $1,250,000 as the Grand Total Bid Price, the City will consider $1,000,000 to be the Bidder’s Grand Total Bid Price for purposes of comparison to other Bidders and actual bid award. The City reserves its rights to reject or accept bids based on discrepancies between the stated Grand Total Bid Price and the actual mathematical total of the base contract bid items, plus specified alternates.
3-1.02 REJECTION OF IRREGULAR PROPOSALS. Proposals may be rejected in the City's sole discretion if they show any alterations of form, additions not called for, conditional bids, incomplete bids, erasures, or irregularities of any kind. However, the City reserves the right to waive any minor irregularities and informalities in any bid or in the bid procedure for any reason. Not for Construction
For Council Approval
INT - 11
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 3-1.03 COMPETITIVE BIDDING. If more than one proposal is offered by any individual, firm, partnership, corporation, association, or any combination thereof, under the same or different names, all such proposals may be rejected. A party who has quoted prices on materials or Work to a Bidder is not thereby disqualified from quoting prices to other Bidders, or from submitting a bid directly for the materials or Work.

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

Not for Construction
For Council Approval
INT - 12
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 4: AWARD AND EXECUTION OF CONTRACT
4-1.01 AWARD OF CONTRACT. The City reserves the right to reject any and all proposals and to award (or not award) any combination of bid items at its option. Any such award will be to the lowest responsible Bidder whose proposal complies with the requirements prescribed for the bid items awarded. Such award, if made, will be made within sixty (60) business days after the opening of the proposals. If the lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the second lowest responsible Bidder. Such award, if made, will be made within eighty-two (82) business days after the opening of proposals. If the second lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the third lowest responsible Bidder. Such award, if made, will be made within one hundred four (104) business days after the opening of the proposals. The above time periods within which the award of Contract may be made are subject to extension for such further period as may be agreed upon in writing between the City and the Bidder concerned.
4-1.02 RETURN OF BIDDER’S SECURITIES. Within ten (10) Days after the award of the Contract, the City Clerk will return all Bidders' securities, other than Bidders' bonds, accompanying the proposals that are not to be further considered in making the award.

Retained Bidders' securities will be held until the Contract has been fully executed, after which all Bidders' securities, except Bidders' bonds and any Bidders' securities that have been forfeited, will be returned.
4-1.03 CONTRACT BONDS. The successful Bidder shall furnish two (2) Not for Construction For Council Approval
INT - 13
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 General Conditions, 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 General Conditions. 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 certificates, within fifteen (15) Days after the Contract has been awarded, or as otherwise directed, in writing, by the City. Not for Construction For Council Approval
INT - 14
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 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. Not for Construction For Council Approval
INT - 15
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 5: BID PROTEST PROCEDURES
5-1.01 POLICY/PROCEDURES. It is the policy of the City to consider fully and adjudicate promptly protests filed by prospective Bidders relating to the City’s bidding procedure or award of the Contract. Protests shall be filed and processed in accordance with Section 4.12.150 of the Roseville Municipal Code. A Bidder’s failure to follow the bid protest procedures may result in rejection of the protest by the City.

Not for Construction
For Council Approval
PROP - 1
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] PROPOSAL TO THE DEPARTMENT OF ________________________
Project:_______________________________________
Name of Bidder _________________________________ Business Phone ________________ Business Address _______________________________________________________________ Place of Business _______________________________________________________________ Contractor’s License No. ______________________________________ License Expiration Date_______________________________________ License Classification Type __________________________________________ DIR Registration No. _________________________________________ Type of business organization:
*If a Corporation, incorporated under the laws of the State of:

City of Roseville Business License No.

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, Specifications, General Conditions, 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. Not for Construction
For Council Approval
PROP - 2
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] The undersigned Bidder understands that any clarification made to the above or any new and different conditions or information submitted on or with its Proposal, other than that requested, may render the bid non-responsive.

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

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

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

The prices included within the Schedule of Bid Items include all costs for labor, materials, tools, equipment, services, Subcontractors, suppliers, taxes, insurance, shipment, delivery, overhead, profit, and for all other costs necessary to perform the Work in accordance Not for Construction For Council Approval
PROP - 3
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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:
____________________________________________________________________________ ____________________________________________________________________________ If CORPORATION, execute here:

Corporate Name: _______________________________________ Not for Construction For Council Approval
PROP - 4
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 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). Not for Construction For Council Approval
PROP - 5
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] [LIST OF SUBCONTRACTORS FOLLOWS ON NEXT PAGE.]
Not for Construction
For Council Approval
PROP - 6
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

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

PORTION/

TYPE OF
WORK
% OF

CONTRACT
SUBCONTRACTOR’S
NAME

CONTRACTOR
LICENSE NO. DIR REG NO. BUSINESS ADDRESS (CITY, STATE)
Not for Construction
For Council Approval
PROP - 7
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

SECURITY FOR COMPENSATION CERTIFICATE
(Required by California Labor Code Section 1861)
TO: City Council
City of Roseville
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this Contract. _________________________________
_________________________________
(Signature of Bidder)
_________________________________
_________________________________
Business Address
_________________________________
Telephone
Not for Construction
For Council Approval
PROP - 8
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] BIDDER’S BOND
City Council of the City of Roseville
KNOW ALL MEN BY THESE PRESENTS:

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

THE CONDITION OF THIS OBLIGATION IS SUCH,
That whereas the Principal has submitted the above-mentioned Bid to the City Council of the City of Roseville, as aforesaid, for certain construction specifically described as follows, for which Bids are to be opened at the Office of the City Clerk located at 311 Vernon Street, Roseville, California, on ____________________________, 20__ FOR (Copy here the exact title of work as it appears on the Proposal.) Not for Construction For Council Approval
PROP - 9
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] NOW, THEREFORE, IF THE AFORESAID PRINCIPAL is awarded the Contract and, within the time and manner required under the Contract Documents, after the prescribed forms are presented for signature, enters into a written Contract, in the prescribed form, in accordance with the Bid, and files all insurance and two (2) Bonds with the Department, one (1) to guarantee Faithful Performance and the other to guarantee Payment for Labor and Materials, as required by law, then this obligation shall be null and void; otherwise, it shall be and remain in full force and effect.

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

Not for Construction
For Council Approval
Project Johnson Poolhouse Renovation
Contractor

SCHEDULE OF BID ITEMS
The bidder, in compliance with the published Notice to Contractors for the construction of new pickle ball courts, and any other items necessary as shown on the Plans and Specifications; having examined the Plans and Specifications, any and all addenda, any related documents, and all of the sites of the proposed work, and being familiar with all the conditions surrounding the construction of the proposed project, including the availability of material, hereby proposes to furnish all labor, materials, and supplies, and to construct the project in accordance with the Contract Documents, within the time period set forth therein, and at the prices stated. This is a “Lump Sum Bid” project.

These prices are to include all labor, materials, supplies, and all other expenditures incidental to complete compliance to the Contract Documents.

The work to be included in the Contract shall be determined by the City prior to award of Contract.

The amount of the bid for comparison and award purposes shall be the total amount set forth in the “Total Lump Sum Bid,” which includes the base bid and any alternates designated on the Schedule of Bid Items. The City reserves the right to award none, all or selected add alternates as the budget permits.

BASE BID:

Base bid includes all work as shown on the plans, project manual, and addenda to construct the Johnson Poolhouse Renovation Project.

Numerical Total Base Bid: $_________________________________________________ Written Total Base Bid: __________________________________dollars and__________ ADD ALTERNATES:

ADD ALTERNATE #1 – Removal and replacement of entry ramp and stairs as indicated on the Plans and in the Project Manual.

Numerical Total Additive Alternate #1 Bid:
$________________________________________________
Written Total Additive Alternate #1 Bid: ___________________________dollars and__________ PROP – 10A Not for Construction
For Council Approval
ADD ALTERNATE #2 – Removal and replacement of two overhead doors at entry vestibule as indicated on the Plans and in the Project Manual.

Numerical Total Additive Alternate #2 Bid:
$________________________________________________
Written Total Additive Alternate #2 Bid: ___________________________dollars and__________ TOTAL LUMP SUM BID:

Total lump sum bid includes Lump Sum Base Bid plus Additive Alternate #1, and Additive Alternate #2.

Numerical Total Lump Sum Bid: $_________________________________________________ Written Total Lump Sum Bid: __________________________________dollars and__________ The additions or deletions sheets (PROP 10 C-E) are required to be submitted with the proposal and shall be completed in their entirety. Failure to do so may be interpreted an as incomplete/nonresponsive bid. This breakdown will not be considered for bid award but will be used during the contract in case of change orders.

Contractor Name (print or type): ____________________________________________ Signature (by authorized representative): _____________________________________ Date: _______________________ License No.: _________________ Class: _______ PROP – 10B Not for Construction
For Council Approval
PROP - 10
For Additions and Deletions Only
Contractor shall provide itemized costs as shown below for use during construction for additions or deletions only. Unit costs to be listed are based on the project plans, specifications, Parks Construction Standards and the Design & Construction Standards, unless otherwise noted. Items listed are not necessarily shown on the plans or identified in the Technical Specifications.

Item Description Unit Unit Cost
1 EC-2 Preservation of Existing Vegetation sf
2 EC-3 Hydraulic Mulch sf
3 EC-4 Hydroseeding sf
4 EC-6 Straw Mulch sf
5 EC-7 Geotextiles and Mats sf
6 EC-8 Wood Mulching sf
7 EC-10 Velocity dissipation device ea
8 EC-11 Slope Drains ea
9 EC-14 Compost Blanket sf
10 EC-16 Non-Vegetative Stabilization sf
11 SE-1 Silt Fence lf
12 SE-5 Fiber Rolls lf
13 SE-6 Gravel Bag Berm ea
14 SE-7 Street Sweeping and Vacuuming ea
15 SE-8 Sandbag Barrier lf
16 SE-9 Straw Bale Barrier lf
17 SE-10 Storm Drain Inlet Protection ea
18 TC-1 Stabilized construction entrance/exit ea
19 TC-3 Entrance/outlet tire wash ea
20 Site security fencing lf
21 22
23 Johnson Poolhouse Renovation Project
Items 1 through 19 are to be consistent with requirements detailed in California Stormwater Quality Association Stormwater Best Management Practice Handbook, latest edition. Not for Construction For Council Approval
C
PROP - 10
For Additions and Deletions Only (continued)
Item Description Unit Unit Cost
24 25
26 27
28 29
30 31
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 Johnson Poolhouse Renovation Project
Not for Construction
For Council Approval
D

PROJECT QUALIFICATIONS/EXPERIENCE SHEET
Project Name: _________________________________Company Name: _____________________________________ License Type: ________ The following shall be fully completed by the Contractor detailing previous experience which satisfies the project prerequisite. This prerequisite includes park projects of similar size and scope to that of the current project and which has been completed by your company within the last three (3) years. This form shall be fully completed and submitted as a part of the Proposal/Bid Schedule. Failure to do so could be interpreted as an incomplete/non-responsive bid. 1. Project Name: _______________________________________________________________________ Acres _______ Location:___________________________ Owner: ___________________________________________________________ Contact Person: ____________________________________________________ Phone: (_____) ____________________ Contract Amount: $______________________________________ Year Completed _____________________________ Landscape Architect/Architect: ______________________________________________________________________ Phone: (_____) ______________________ Scope of Work (check all those that apply):
___ Grading ___ Drainage ___ Irrigation ___ Asphalt Concrete Work ___ Concrete Forming ___ Concrete Flatwork ___ Special Concrete Finishing ___ Decomposed Granite Paving ___ Parking Lots ___ Tennis Courts ___ Basketball Court ___ Play Equipment Installation ___ Benches ___ Picnic Tables ___ Lighting ___ Drinking Fountains ___ Masonry Block Work ___ Backstops ___ Restroom Facilities ___ Landscaping ___ Other (specify) _____________________________________________________________________________________________________________

2. Project Name: _______________________________________________________________________ Acres _______ Location:___________________________ Owner: ___________________________________________________________ Contact Person: ____________________________________________________ Phone: (_____) ____________________ Contract Amount: $______________________________________ Year Completed _____________________________ Landscape Architect/Architect: ______________________________________________________________________ Phone: (_____) ______________________ Scope of Work (check all those that apply):
___ Grading ___ Drainage ___ Irrigation ___ Asphalt Concrete Work ___ Concrete Forming ___ Concrete Flatwork ___ Special Concrete Finishing ___ Decomposed Granite Paving ___ Parking Lots ___ Tennis Courts ___ Basketball Court ___ Play Equipment Installation ___ Benches ___ Picnic Tables ___ Lighting ___ Drinking Fountains ___ Masonry Block Work ___ Backstops ___ Restroom Facilities ___ Landscaping ___ Other (specify) _____________________________________________________________________________________________________________

3. Project Name: _______________________________________________________________________ Acres _______ Location:___________________________ Owner: ___________________________________________________________ Contact Person: ____________________________________________________ Phone: (_____) ____________________ Contract Amount: $______________________________________ Year Completed _____________________________ Landscape Architect/Architect: ______________________________________________________________________ Phone: (_____) ______________________ Scope of Work (check all those that apply):
___ Grading ___ Drainage ___ Irrigation ___ Asphalt Concrete Work ___ Concrete Forming ___ Concrete Flatwork ___ Special Concrete Finishing ___ Decomposed Granite Paving ___ Parking Lots ___ Tennis Courts ___ Basketball Court ___ Play Equipment Installation ___ Benches ___ Picnic Tables ___ Lighting ___ Drinking Fountains ___ Masonry Block Work ___ Backstops ___ Restroom Facilities ___ Landscaping ___ Other (specify) _____________________________________________________________________________________________________________ Not for Construction For Council Approval PROP - 11
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NONCOLLUSION DECLARATION TO BE EXECUTED BY

BIDDER AND SUBMITTED WITH BID
The undersigned declares:

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

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

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

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on _____________________ [date], at _____________________________ [city], ________________ [state]. ____________________________________
(Signature of Declarant) Not for Construction
For Council Approval
A
Bidder Certification of Non-Collusion
Community Development Block Grant (CDBG) Program
Project
Firm/CSLB#
Firm Address
Bidder hereby certifies (s)he has reviewed all bid documents for HUD-funded construction projects, and fully understands all obligations if the project is award to him/her. Bidder further certifies that the proposal or bid is genuine and not collusive or sham; that said bidder has not colluded, conspired, connived or agreed, directly or indirectly, with any bidder or person, to put in a sham bid or to refrain from bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference, with any person, to fix the bid price of project or of any other bidder or to fix any overhead profit or cost element of said bid price, or of that of any other bidder, or to secure any advantage against the City of Roseville, or any person interested in the proposed contract, and that all statements in said proposal or bid are true.

I hereby certify the above.

Signed Date
Name Title

08.Section 3 Fact Sheet and Certification rev 08/17/22
Not for Construction
For Council Approval
PROP - 11B
PROP - 12
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

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

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

NAME OF BIDDER: _________________________________________ SIGNATURE OF BIDDER: ____________________________________ TITLE OF BIDDER: _________________________________________ DATE: _____________________________________________________ Not for Construction For Council Approval
PROP - 13
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

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

NAME OF BIDDER: _________________________________________ SIGNATURE OF BIDDER: ____________________________________ TITLE OF BIDDER: _________________________________________ DATE: _____________________________________________________ Not for Construction
For Council Approval
PROP - 14
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

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

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

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

Print Name Signature

Name of Business/Company/Corporation Date
Address Phone Not for Construction
For Council Approval
PROP - 15
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

END OF PROPOSAL
Not for Construction
For Council Approval
[L:\agreement\form agreements\Project Manuals\project manual agreement - federal funds.docx; 3/8/2022]

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

WHEREAS, the City Council of the CITY, at a meeting held on the _____day of __________________, 20_____, approved plans and specifications for the _________________ _____________________________________________________________________________ and directed the City Clerk to advertise for sealed proposals for doing said work and providing that bids be submitted on the _____ day of ________________, 20_____; and WHEREAS, the City Clerk, thereafter duly and regularly caused a notice to be published in the manner and for the time prescribed by law; and
WHEREAS, CONTRACTOR, pursuant to the provisions of said notice duly filed a bid with the City Clerk, a true copy of which bid is now on file in the office of the City Clerk, and is hereby referred to and by this reference made a part hereof as fully as if set forth at length herein; and
WHEREAS, all bids received pursuant to said notice were opened and examined and publicly declared at the time specified in said advertisement for bids and at a meeting of the City Council held on the _____ day of ___________________, 20_____, the Council found and Not for Construction For Council Approval
2 [L:\agreement\form agreements\Project Manuals\project manual agreement - federal funds.docx; 3/8/2022] declared the bid of CONTRACTOR to be the lowest responsible bid and thereupon awarded a contract to CONTRACTOR to do the work referred to in the aforementioned specifications.

NOW, THEREFORE, the parties agree as follows:

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

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

3. CONTRACT DOCUMENTS. The complete Agreement between the parties hereto consists of the following documents:
a. The advertisement for bids (including the notice to bidders, instructions to bidders and proposals);
b. The accepted bid;
c. Plans and specifications (including standard construction specifications, special provisions and construction details);
d. Bonds and insurance required by the specifications; and Not for Construction For Council Approval
3 [L:\agreement\form agreements\Project Manuals\project manual agreement - federal funds.docx; 3/8/2022] e. This contract.

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

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

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

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

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

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

CITY OF ROSEVILLE CONTRACTOR
______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ Not for Construction For Council Approval
4 [L:\agreement\form agreements\Project Manuals\project manual agreement - federal funds.docx; 3/8/2022]

CITY may also act through either its architect or construction manager if CITY expressly gives notice to CONTRACTOR, in writing, that CITY’s designee has authority to act for CITY in a specific capacity.

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

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

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

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

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

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

13. INTEGRATED AGREEMENT. This is an integrated agreement and contains all of the terms, considerations, understanding and promises of the parties. It shall be read as a whole. Not for Construction
For Council Approval
5 [L:\agreement\form agreements\Project Manuals\project manual agreement - federal funds.docx; 3/8/2022]

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

BOARD WHICH HAS JURISDICTION TO INVESTIGATE COMPLAINTS AGAINST

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

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

BOX 26000, SACRAMENTO, CALIFORNIA 95826.

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

IN WITNESS WHEREOF, the City of Roseville, a municipal corporation, has authorized the execution of this Agreement in duplicate by its City Manager and attestation by its City Clerk under authority of Resolution No. _____, adopted by the Council of the City of Roseville on the ____day of _________________, 20_____, and CONTRACTOR has caused this Agreement to be duly executed. Not for Construction
For Council Approval
6 [L:\agreement\form agreements\Project Manuals\project manual agreement - federal funds.docx; 3/8/2022] CITY OF ROSEVILLE, a ___________________________, a
municipal corporation _____________________________
BY:_____________________________ BY: __________________________ DOMINICK CASEY its: __________________________
City Manager
and
ATTEST:

BY: __________________________
its: __________________________
BY:_____________________________

CARMEN AVALOS
City Clerk
APPROVED AS TO FORM:

BY: _____________________________

MICHELLE SHEIDENBERGER
City Attorney
APPROVED AS TO SUBSTANCE:

BY: _____________________________

Print Name:_______________________
Title:_____________________________
Not for Construction
For Council Approval
EXHIBIT “A”
FHWA-1273 Form
Not for Construction
For Council Approval
EXHIBIT “B”
Federal Minimum Wage Rates
Not for Construction
For Council Approval
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

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.

Not for Construction
For Council Approval
Johnson Poolhouse Renovation
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

TABLE OF CONTENTS
Page
Notice to Insurance Broker INS 1
Insurance Requirements INS 2
Public Works Faithful Performance Bond INS 10
Public Works Payment Bond INS 13
Not for Construction
For Council Approval
INS - 1
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NOTICE TO INSURANCE BROKER
Your client has been awarded a bid by the City Council of the City of Roseville to perform a public works project known as ___________________________________________.

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

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

Please refer to the Supplemental Conditions for modifications of the General Conditions, 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. Not for Construction
For Council Approval
Johnson Poolhouse Renovation
City of Roseville, Parks, Recreation & Libraries
316 Vernon Street, Suite 400
Roseville, CA 95678
Heather Buck
INS - 2
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INSURANCE REQUIREMENTS
The following sections are quoted from the General Conditions:
5-1.23 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 Not for Construction For Council Approval
INS - 3
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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. d. Such insurance shall specifically cover the contractual liability of Not for Construction For Council Approval
INS - 4
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 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. Not for Construction For Council Approval
INS - 5
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

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.

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 Not for Construction For Council Approval
x
Pollution coverage is not required.

INS - 6
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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.

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.

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 Not for Construction For Council Approval
INS - 7
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 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 Not for Construction For Council Approval
INS - 8
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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.

J. THE CITY RESERVES THE RIGHT TO WITHHOLD ANY

PROGRESS PAYMENTS TO THE CONTRACTOR IN THE EVENT OF
NONCOMPLIANCE WITH ANY INSURANCE REQUIREMENTS. Not for Construction For Council Approval
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

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 $_________
Not for Construction
For Council Approval
Johnson Poolhouse Renovation
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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] Not for Construction
For Council Approval
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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
Not for Construction
For Council Approval
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

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 $_________
Not for Construction
For Council Approval
Johnson Poolhouse Renovation
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 Not for Construction
For Council Approval
GC
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

CITY OF ROSEVILLE

GENERAL CONDITIONS
FOR

BUILDINGS AND GROUNDS
Not for Construction
For Council Approval
GC – i
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

CITY OF ROSEVILLE

GENERAL CONDITIONS
FOR

BUILDINGS AND GROUNDS
SECTION 1: DEFINITIONS AND TERMS .................................................................... GC-1:1 1-1.01 GENERAL ...................................................................................................... GC-1:1 1-1.02 ACCEPTANCE .............................................................................................. GC-1:1 1-1.03 ADDENDUM .................................................................................................. GC-1:1 1-1.04 AS-BUILT DOCUMENTS, AS-BUILT DRAWINGS AND RECORD DOCUMENTS ................................................................................................ GC-1:1 1-1.05 ASSESSMENT ............................................................................................... GC-1:1 1-1.06 BENEFICIAL OCCUPANCY ...................................................................... GC-1:2 1-1.07 BID GUARANTY ........................................................................................... GC-1:2 1-1.08 BIDDER .......................................................................................................... GC-1:2 1-1.09 BIDDING DOCUMENTS ............................................................................. GC-1:2 1-1.10 CHANGE ORDER ......................................................................................... GC-1:2 1-1.11 CITY ................................................................................................................ GC-1:2 1-1.12 CITY ATTORNEY ........................................................................................ GC-1:2 1-1.13 CITY CLERK ................................................................................................. GC-1:2 1-1.14 CLAIM ............................................................................................................ GC-1:2 1-1.15 CONSTRUCTION SCHEDULE .................................................................. GC-1:3 1-1.16 CONTRACT OR AGREEMENT ................................................................. GC-1:3 1-1.17 CONTRACT CONDITIONS ........................................................................ GC-1:3 1-1.18 CONTRACT DOCUMENTS ........................................................................ GC-1:3 1-1.19 CONTRACT DRAWINGS ............................................................................ GC-1:3 1-1.20 CONTRACT PRICE ...................................................................................... GC-1:4 1-1.21 CONTRACT TIME ....................................................................................... GC-1:4 1-1.22 CONTRACTOR ............................................................................................. GC-1:4 1-1.23 DAY OR DAYS ............................................................................................... GC-1:4 1-1.24 DEPARTMENT ............................................................................................. GC-1:4 1-1.25 DIRECT COSTS ............................................................................................ GC-1:4 1-1-26 DIRECTOR. ................................................................................................... GC-1:6 1-1.27 EMERGENCY. .............................................................................................. GC-1:6 1-1.28 ENGINEER OR ARCHITECT ..................................................................... GC-1:7 1-1.29 FINAL COMPLETION ................................................................................. GC-1:7 1-1.30 FORCE ACCOUNT ....................................................................................... GC-1:7 1-1.31 GENERAL NOTES ........................................................................................ GC-1:7 1-1.32 INSTALLATION, INSTALL ........................................................................ GC-1:7 1-1.33 LABORATORY ............................................................................................. GC-1:7 1-1.34 LEGAL HOLIDAYS ...................................................................................... GC-1:7 1-1.35 LIQUIDATED DAMAGES ........................................................................... GC-1:7 1-1.36 NOTICE OF COMPLETION ....................................................................... GC-1:8 1-1.37 NOTICE TO PROCEED ............................................................................... GC-1:8 1-1.38 NOTICE OF TERMINATION ..................................................................... GC-1:8 Not for Construction For Council Approval
GC – ii
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 1-1.39 OVERHEAD ................................................................................................... GC-1:8 1-1.40 PREMISES ..................................................................................................... GC-1:9 1-1.41 PROFESSIONAL ENGINEER .................................................................... GC-1:9 1-1.42 PROJECT MANUAL .................................................................................... GC-1:9 1-1.43 PROPOSAL FORMS ..................................................................................... GC-1:9 1-1.44 REQUEST FOR INFORMATION (RFI). ................................................... GC-1:9 1-1.45 SAFETY .......................................................................................................... GC-1:9 1-1.46 SCHEDULE OF VALUES. ........................................................................... GC-1:9 1-1.47 SHOP DRAWINGS ...................................................................................... GC-1:10 1-1.48 SPECIFICATIONS ...................................................................................... GC-1:10 1-1.49 SUBCONTRACTOR ................................................................................... GC-1:10 1-1.50 SUBMITTALS ............................................................................................. GC-1:10 1-1.51 SUPPLEMENTAL CONDITIONS ............................................................ GC-1:10 1-1.52 SUPPLIER .................................................................................................... GC-1:10 1-1.53 WORK ........................................................................................................... GC-1:11 1-1.54 WORK SITE ................................................................................................. GC-1:11 1-1.55 WORKING DRAWINGS ............................................................................ GC-1:11 SECTION 2: CONTROL AND SCOPE OF THE WORK ............................................. GC-2:1 2-1.01 AUTHORITY OF DIRECTOR .................................................................... GC-2:1 2-1.02 INTENT OF CONTRACT DOCUMENTS .................................................. GC-2:1 2-1.03 EXAMINATION AND VERIFICATION OF CONTRACT
DOCUMENTS ................................................................................................ GC-2:2 2-1.04 CONTRACT DRAWINGS ............................................................................ GC-2:3 2-1.05 COORDINATION AND INTERPRETATION OF CONTRACT
DOCUMENTS ................................................................................................ GC-2:3 2-1.06 INDEPENDENT CONTRACTOR STATUS ............................................... GC-2:5 2-1.07 ORDER OF WORK ....................................................................................... GC-2:5 2-1.08 SUBMITTALS ............................................................................................... GC-2:5 2-1.08A SHOP DRAWINGS..................................................................................GC-2:6 2-1.08B DESCRIPTIVE DATA ............................................................................ GC-2:7 2-1.08C SAMPLES ................................................................................................ GC-2:7 2-1.08D MANUALS, INSTRUCTIONS AND AFFIDAVIT ................................ GC-2:7 2-1.08E ALTERNATIVES...................................................................................GC-2:10 2-1.09 DISPOSAL OF MATERIAL OUTSIDE THE WORK SITE ................... GC-2:12 2-1.10 ACCESS TO THE WORK .......................................................................... GC-2:12 2-1.11 TEMPORARY UTILITIES ........................................................................ GC-2:12 2-1.12 UTILITY FACILITIES ............................................................................... GC-2:13 2-1.13 PRESERVATION AND CLEANING ........................................................ GC-2:14 2-1.14 LIMITATIONS ON WORK SITE AND PREMISES ............................... GC-2:14 2-1.15 DUST CONTROL ........................................................................................ GC-2:15 2-1.16 SANITATION .............................................................................................. GC-2:15 2-1.17 NIGHT WORK AND NORMAL WORKING HOURS............................GC-2:15 2-1.18 LINES AND GRADES ................................................................................. GC-2:16 2-1.19 ARCHEOLOGICAL DISCOVERIES ....................................................... GC-2:17 2-1.20 PRESERVATION OF MONUMENTS ...................................................... GC-2:17 2-1.21 CONFORMITY WITH CONTRACT DOCUMENTS ............................. GC-2:18 Not for Construction For Council Approval
GC – iii
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 2-1.22 FINAL CLEANUP ....................................................................................... GC-2:18 2-1.23 AS-BUILT DOCUMENTS AND DRAWINGS ......................................... GC-2:18 2-1.24 SUPERINTENDENCE ................................................................................ GC-2:19 2-1.25 CHARACTER OF WORKER .................................................................... GC-2:20 2-1.26 INSPECTION ............................................................................................... GC-2:20 2-1.27 REMOVAL OF REJECTED AND UNAUTHORIZED WORK ............. GC-2:21 SECTION 3: CHANGES IN THE WORK ...................................................................... GC-3:1 3-1.01 CHANGES ...................................................................................................... GC-3:1 3-1.02 PROPOSED CHANGE ORDERS ................................................................ GC-3:2 3-1.03 EMERGENCY AND INDETERMINATE TYPE CHANGE ORDERS ... GC-3:3 3-1.04 EXECUTED CHANGE ORDER .................................................................. GC-3:3 3-1.05 CONTRACT PRICE ADJUSTMENT ......................................................... GC-3:3 3-1.06 FORCE ACCOUNT PAYMENT .................................................................. GC-3:5 3-1.06A LABOR ..................................................................................................... GC-3:6 3-1.06B MATERIALS ............................................................................................ GC-3:6 3-1.06C EQUIPMENT...........................................................................................GC-3:7 3-1.06D MARKUPS ............................................................................................... GC-3:8 3-1.06E RECORDS ................................................................................................ GC-3:9 3-1.07 COST REDUCTION PROPOSALS ........................................................... GC-3:11 SECTION 4: CONTROL OF MATERIALS ................................................................... GC-4:1 4-1.01 MATERIALS ................................................................................................. GC-4:1 4-1.02 PRODUCT AND REFERENCE STANDARDS .......................................... GC-4:2 4-1.03 SAMPLING AND TESTING OF MATERIALS ......................................... GC-4:2 4-1.04 CERTIFICATES OF COMPLIANCE ......................................................... GC-4:7 SECTION 5: LEGAL RELATIONS AND RESPONSIBILITY .................................... GC-5:1 5-1.01 LAWS TO BE OBSERVED .......................................................................... GC-5:1 5-1.02 HOURS OF LABOR ...................................................................................... GC-5:1 5-1.03 NONDISCRIMINATION ............................................................................. GC-5:2 5-1.04 PREVAILING WAGE ................................................................................... GC-5:3 5-1.05 REGISTRATION REQUIRED AS QUALIFICATION TO BID .............. GC-5:6 5-1.06 PAYROLL RECORDS .................................................................................. GC-5:7 5-1.07 SAFETY REQUIREMENTS ...................................................................... GC-5:10 5-1.08 SUBSURFACE EXCAVATIONS, NOTIFICATION ............................... GC-5:15 5-1.09 PUBLIC SAFETY ........................................................................................ GC-5:15 5-1.10 EMERGENCIES .......................................................................................... GC-5:17 5-1.11 APPRENTICES ........................................................................................... GC-5:18 5-1.12 FAIR LABOR STANDARDS ACT ............................................................ GC-5:18 5-1.13 WORKERS' COMPENSATION ................................................................ GC-5:19 5-1.14 AIR POLLUTION CONTROL AND ASBESTOS .................................... GC-5:19 5-1.15 USE OF PESTICIDES ................................................................................. GC-5:20 5-1.16 SOUND AND LIGHT CONTROL REQUIREMENTS ............................ GC-5:20 5-1.17 WEIGHT LIMITATIONS .......................................................................... GC-5:21 5-1.18 ENVIRONMENTAL CLEARANCES; MITIGATION MONITORING
PROGRAMS; AND REGULATORY AGENCY PERMIT Not for Construction For Council Approval
GC – iv
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] REQUIREMENTS ....................................................................................... GC-5:21 5-1.19 PERMITS AND LICENSES ....................................................................... GC-5:21 5-1.20 WATER POLLUTION ................................................................................ GC-5:22 5-1.21 PROTECTION AND USE OF PROPERTY .............................................. GC-5:23 5-1.22 RESPONSIBILITY FOR DAMAGE AND INDEMNIFICATION ......... GC-5:24 5-1.23 INSURANCE COVERAGE ........................................................................ GC-5:26 5-1.24 OTHER INSURANCE PROVISIONS ....................................................... GC-5:31 5-1.25 THIRD PARTY BENEFICIARY ............................................................... GC-5:33 5-1.26 COORDINATION AND ACCESS ............................................................. GC-5:33 5-1.27 OCCUPANCY BY THE DEPARTMENT PRIOR TO ACCEPTANCE .. GC-5:34 5-1.28 RIGHT TO OPERATE UNSATISFACTORY FACILITIES AND
EQUIPMENT ............................................................................................... GC-5:35 5-1.29 CONTRACTOR'S RESPONSIBILITY FOR THE WORK .................... GC-5:36 5-1.30 RESPONSIBILITY FOR UTILITIES ....................................................... GC-5:37 5-1.31 PROPERTY RIGHTS IN MATERIALS ................................................... GC-5:39 5-1.32 COURT ORDERED DELAY ...................................................................... GC-5:39 5-1.33 NO PERSONAL LIABILITY ..................................................................... GC-5:39 5-1.34 RIGHTS IN LAND AND IMPROVEMENTS ........................................... GC-5:40 5-1.35 ANTITRUST CLAIMS ................................................................................ GC-5:40 5-1.36 RIGHTS TO DRAWINGS, TECHNICAL DATA PATENTS ................. GC-5:40 5-1.37 PAYMENT OF TAXES ............................................................................... GC-5:41 5-1.38 GRATUITIES AND CONFLICT OF INTEREST .................................... GC-5:42 5-1.39 COOPERATION..........................................................................................GC-5:43 5-1.40 DIGGING TRENCHES OR OTHER EXCAVATIONS .......................... GC-5:43 5-1.41 CONTRACTOR REGISTRATION ........................................................... GC-5:44 5-1.42 CITY OF ROSEVILLE ENCROACHMENT PERMITS AND
RIGHTS-OF-WAY ...................................................................................... GC-5:45 SECTION 6: PROSECUTION AND PROGRESS .......................................................... GC-6:1 6-1.01 SUBLETTING AND SUBCONTRACTING ............................................... GC-6:1 6-1.02 ASSIGNMENT ............................................................................................... GC-6:2 6-1.03 BEGINNING OF WORK .............................................................................. GC-6:2 6-1.04 PROGRESS SCHEDULE. ............................................................................ GC-6:3 6-1.05 SCHEDULE OF VALUES ............................................................................ GC-6:9 6-1.06 CITY’S RIGHT TO STOP WORK .............................................................. GC-6:9 6-1.07 TIME OF COMPLETION .......................................................................... GC-6:11 6-1.08 LIQUIDATED DAMAGES ......................................................................... GC-6:12 6-1.09 DELAYS AND EXTENSIONS TO THE WORK ...................................... GC-6:13 6-1.10 TERMINATION .......................................................................................... GC-6:18 6-1.10A TERMINATION OF AGREEMENT – CONVENIENCE OF CITY..GC-6:18 6-1.10B TERMINATION OF AGREEMENT - FOR CAUSE .......................... GC-6:21 SECTION 7: ACCEPTANCE AND PAYMENT ............................................................ GC-7:1 7-1.01 ACCEPTANCE .............................................................................................. GC-7:1 7-1.02 SCOPE OF PAYMENT ................................................................................. GC-7:2 7-1.03 NOTICE OF POTENTIAL CLAIM ............................................................ GC-7:2 7-1.04 CLAIMS ......................................................................................................... GC-7:5 Not for Construction For Council Approval
GC – v
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 7-1.05 DISPUTE RESOLUTION PROCEDURE ................................................... GC-7:6 7-1.06 STOP PAYMENT NOTICES ....................................................................... GC-7:7 7-1.07 PROGRESS PAYMENTS ............................................................................. GC-7:7 7-1.08 PAYMENT FOR MATERIALS AND EQUIPMENT ON HAND ............. GC-7:9 7-1.09 RETENTION ON PROGRESS PAYMENTS ...........................................GC-7:11 7-1.10 FINAL PAYMENT ..................................................................................... GC-7:12 7-1.11 CLERICAL ERRORS ................................................................................. GC-7:14 7-1.12 WARRANTY ................................................................................................ GC-7:14 7-1.13 WARRANTY OF TITLE ............................................................................ GC-7:16 Not for Construction
For Council Approval
GC – 1:1
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 1

DEFINITIONS AND TERMS
1-1.01 GENERAL. When the following abbreviations and terms or pronouns in place of them appear in the Contract Documents, the intent and meaning shall be interpreted as provided in this Section 1.
1-1.02 ACCEPTANCE. Formal Acceptance by resolution by the Roseville City Council of the Contract when completed in all respects in accordance with the Contract Documents and any modifications previously approved.
1-1.03 ADDENDUM. Written interpretation or revision to any of the Contract Documents issued by the City before the bid opening.
1-1.04 AS-BUILT DOCUMENTS, AS-BUILT DRAWINGS AND RECORD DOCUMENTS. As-Built Documents, As-Built Drawings and Record Documents are all contract documents modified to reflect changes during the construction phase. Specifically, AsBuilt Documents/Drawings are a revised set of drawings submitted by the Contractor upon Final Completion of a project. They reflect changes made in the Specifications and Working Drawings during the construction process, and show the exact dimensions, geometry, and location of all elements of the work completed under the Contract. Record Documents, on the other hand, are compiled by the Engineer or Architect based on the As-Built Documents/Drawings submitted by the Contractor. They reflect the Engineer or Architect’s concurring review of what changes were denoted, why they were made and where they occurred and create a record set of drawings.
1-1.05 ASSESSMENT. A cost imposed on the Contractor for non-compliance Not for Construction For Council Approval
GC – 1:2
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] with certain contractual requirements.
1-1.06 BENEFICIAL OCCUPANCY. The taking possession of a portion of the Work by the City for its use and/or occupancy on other than a temporary or emergency basis. 1-1.07 BID GUARANTY. The cashier’s, certified check, irrevocable standby letter of credit, deposit of securities, or Bidder’s Bond, accompanying the bid submitted by the Bidder, as a guaranty that the Bidder will enter into an agreement with the City for the performance of the Work, if the Agreement is awarded to Bidder, and the Bidder will submit the required Contract Bonds and Certificate of Insurance. Also referred to as the Bidder’s Security. 1-1.08 BIDDER. Individual, firm, partnership, limited liability company, corporation, joint venture, or any combination thereof, submitting a Proposal for the Work, acting directly, or through a duly authorized representative. 1-1.09 BIDDING DOCUMENTS. Includes the Notice to Bidders, Bidding Requirements, Contract Conditions, Drawings, and Addenda. 1-1.10 CHANGE ORDER. Any written order to the Contractor directing an addition, deletion, or modification of the Work, or an adjustment in the Contract Price or Contract Time provided in the Contract Documents and issued after the Agreement has been signed.
1-1.11 CITY. The City of Roseville.
1-1.12 CITY ATTORNEY. The City Attorney of the City.
1-1.13 CITY CLERK. The City Clerk of the City.
1-1.14 CLAIM. A separate demand by 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 for damages or penalties for delay assessed by Not for Construction For Council Approval
GC – 1:3
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] the City; (b) payment by the City of money or damages arising from work done by, or on behalf of, Contractor pursuant to the Contract Documents and payment for which is not otherwise expressly provided or to which Contractor is not otherwise entitled; and (c) payment of an amount that is disputed by the City.
1-1.15 CONSTRUCTION SCHEDULE. A list or graphic display of construction activities required for completing the Work, in a format required by the Contract Documents. The duration, start and finish date, and sequence of significant activities, critical path, float and milestones must be indicated in the Construction Schedule. 1-1.16 CONTRACT OR AGREEMENT. The written agreement relating to the Work to be performed, the labor, materials, and equipment to be furnished, and the payment to be made therefor. The Agreement/Contract is part of and incorporates all of the Contract Documents.
1-1.17 CONTRACT CONDITIONS. Includes the General Conditions, Supplemental Conditions, and Specifications.
1-1.18 CONTRACT DOCUMENTS. Includes those documents that form the basis of the Contract, including but not limited to, Bidding Documents, the Bid or Proposal, Contract Bonds, the Contract, all required insurance certificates or endorsements, all bonds, all required certifications or statements, Change Orders, any Contract Amendment, any City Standard which is incorporated by reference and these City of Roseville General Conditions for Buildings and Grounds.
1-1.19 CONTRACT DRAWINGS. The official drawings including plans, elevations, sections, detail drawings, diagrams, plated, General Notes, information and schedules thereon, or exact reproductions thereof, showing the location, character, dimension, and details Not for Construction For Council Approval
GC – 1:4
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] of the Work. The Contract Drawings include any drawings or plates bound within the Supplemental Conditions.
1-1.20 CONTRACT PRICE. The total compensation to be paid to the Contractor in accordance with the terms of the Agreement. 1-1.21 CONTRACT TIME. The number of Days, or portion thereof, allowed for completion of the Work, including all authorized time extensions. The effective date for commencement of the Work specified in the Notice to Proceed shall define the beginning of the Contract Time.
1-1.22 CONTRACTOR. Individual, firm, partnership, limited liability company, corporation, joint venture, or any combination thereof, who has entered into the Agreement with City.
1-1.23 DAY OR DAYS. Unless otherwise designated, Day or Days as used in the Contract Documents will be understood to mean calendar Day or Days. 1-1.24 DEPARTMENT. The Department for Contract Administration, as identified in the Supplemental Conditions.
1-1.25 DIRECT COSTS. Those cost items (including labor, materials, equipment and any subcontractor’s work) that are used in the actual performance of, and are specifically and uniquely attributable to the Work or changed Work. Direct Costs do not include Overhead. Direct Costs only include the following:

A. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include salaries and Not for Construction For Council Approval
GC – 1:5
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] wages plus the cost of fringe benefits which shall include social security contributions, unemployment, excise and payroll taxes, workers' compensation, health and retirement benefits, sick leave, vacation and holiday pay applicable thereto. Such employees may include superintendents and foremen at the site. The expenses of performing work after regular working hours, on Saturday, Sunday or legal holidays shall be included in the above only to the extent authorized by City in writing.

B. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and suppliers' field services required in connection therewith. All trade discounts, rebates and refunds and all returns from sale of surplus materials and equipment shall accrue to City, and Contractor shall make provisions so that they may be obtained.

C. Payments made by Contractor to the subcontractors for work performed by subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to Contractor and shall deliver such bids to City who will then determine which bids will be accepted. If a subcontract provides that the subcontractor is to be paid on the basis of cost of the work plus a fee, the subcontractor's cost of the work shall be determined in the same manner as Contractor's cost of the work. All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable.

D. Costs of special consultants (including engineers, architects, testing laboratories, surveyors, and accountants) employed for services specifically, and only, related to the Work.

E. Supplemental costs including the following:

1. The proportion of necessary transportation, travel and subsistence Not for Construction For Council Approval
GC – 1:6
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] expenses of Contractor's employees incurred in discharge of duties connected with the Work.

2. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value of such items used but not consumed which remain the property of Contractor.

3. Rentals of all construction equipment and machinery and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, installation, dismantling and removal thereof, all in accordance with terms of said rental agreements. The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the Work.

4. Sales, consumer, use or similar taxes related to the Work, and for which Contractor is liable, imposed by laws and regulations.

5. The cost of utilities (including the meter and all associated installation costs), fuel and sanitary facilities at the site.

6. Cost of premiums for additional bonds and insurance required because of changes in the Work.
1-1-26 DIRECTOR. Director of the Department for Contract Administration or his or her designee.
1-1.27 EMERGENCY. Any sudden generally unforeseen occurrence (such as a fire, flood, storm, earthquake, civil disorder, or other natural and/or man-made disaster) that has the potential to adversely affect the safety of life, the Work, and/or adjacent property; to interrupt contracts essential to the performance of the Work; and/or to cause catastrophic failure of City Not for Construction For Council Approval
GC – 1:7
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] equipment and/or facilities.
1-1.28 ENGINEER OR ARCHITECT. Professional Engineer or Architect designated for a particular project responsible for signing and sealing the permit drawings, interpretation of the drawings where ambiguities exist, review of requests for information, design Change requests and Shop Drawings, resolution of errors and omissions, and finalization of Record Documents.
1-1.29 FINAL COMPLETION. When the project has been completed according to the terms and conditions set forth in the Contract Documents. Final Completion is not the same as Acceptance.
1-1.30 FORCE ACCOUNT. Payment by force account shall mean payment on the basis of the Contractor’s time and materials.
1-1.31 GENERAL NOTES. The written instructions, provisions, conditions or other requirements appearing on the Contract Drawings and so identified thereon, which pertain to the performance of the Work.
1-1.32 INSTALLATION, INSTALL. Completely assembling, erecting, and/or connecting materials, parts, components, supplies, and related equipment specified or required for the completion of the Work.
1-1.33 LABORATORY. Established professional laboratories authorized by the City to test materials and Work involved in the Contract. 1-1.34 LEGAL HOLIDAYS. Those days designated as Federal holidays or declared by the City, or otherwise specified in the Contract Documents. 1-1.35 LIQUIDATED DAMAGES. The amount prescribed in the Contract Documents to be paid to the City or to be deducted from any payments due or to become due the Not for Construction For Council Approval
GC – 1:8
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Contractor for each day's delay in completing the whole or any specified portion of the Work beyond the time allowed in the Supplemental Conditions. 1-1.36 NOTICE OF COMPLETION. A legal notice filed by the City with the Placer County Recorder’s Office stating that construction has been completed and accepted by the City.
1-1.37 NOTICE TO PROCEED. A written notice given by the City to the Contractor fixing the date on which the Contract Time will commence to run. 1-1.38 NOTICE OF TERMINATION. Written notice from the City to the Contractor and/or its Surety terminating the Agreement, or a portion thereof, either for convenience of the City or for default due to the Contractor’s failure to perform its contractual obligations.
1-1.39 OVERHEAD. Business or administrative expenses (including but not limited to office expenses, administrative staff, rent, insurance, utilities) not chargeable to a particular part of the Work. The term “Overhead” shall include all of the following:

A. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor whether at the Work Site or in Contractor's principal or a branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications, all of which are to be considered administrative costs covered by the Contractor's fee.

B. Expenses of Contractor's principal and branch offices other than Contractor's office at the site. Not for Construction
For Council Approval
GC – 1:9
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] C. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments.

D. Cost of premiums for all bonds and for all insurance whether or not Contractor is required by the Contract Documents to purchase and maintain the same, except as provided in section 1-1.25.

E. Other overhead or general expense costs of any kind. 1-1.40 PREMISES. Shall mean the area within construction easements, easements, rights of entry and City owned property which surrounds the Work Site, limited by the property lines thereof. In some cases Premises may coincide with the Work Site. 1-1.41 PROFESSIONAL ENGINEER. An engineer licensed by the Board of Registration for Professional Engineers, State of California. 1-1.42 PROJECT MANUAL. A book containing all Contract Documents. 1-1.43 PROPOSAL FORMS. The approved forms upon which the City requires that each Bidder submit its bid with regard to the Agreement. 1-1.44 REQUEST FOR INFORMATION (RFI). A document issued by the Contractor requesting information concerning the Contract Documents. 1-1.45 SAFETY. Includes the practice of identifying potential hazards, assessing their risk, taking corrective action where possible, including and providing control measures such as engineering design, written procedures, and the personal protective equipment for workers in order to eliminate or reduce the risk for exposure in the workplace. 1-1.46 SCHEDULE OF VALUES. The breakdown of the Contract Price that will serve as the basis for Contractor’s Applications of Payment. Any lump sum bid item Not for Construction For Council Approval
GC – 1:10
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] included within the Contract Price will be apportioned among values relating to specific components of the Work covered by said lump sum.
1-1.47 SHOP DRAWINGS. Drawings, plans, diagrams, schedules, and other data specifically prepared and submitted to the City by the Contractor, showing in detail: (a) the proposed fabrication and assembly of a special component of the Work; and (b) the Installation (form, fit and attachment details) of a special component of the Work. Shop Drawings shall be deemed to include Working Drawings, Product Data, literature, and applicable performance and test data.
1-1.48 SPECIFICATIONS. The technical Specifications for the Work prepared by the Director or an Engineer or Architect describing in detail the nature of the Work, its components, any performance standards, and how the Work is to be constructed. 1-1.49 SUBCONTRACTOR. Any individual, firm, partnership, limited liability company, corporation, joint venture, or combination thereof, other than employees of the Contractor, engaged by the Contractor to furnish services, labor, equipment and materials for a portion of the Work.
1-1.50 SUBMITTALS. Those documents required to be submitted by the Contractor for review by the City in accordance with the Contract Documents. 1-1.51 SUPPLEMENTAL CONDITIONS. The Supplemental Conditions are specific clauses modifying or supplementing these General Conditions. 1-1.52 SUPPLIER. Any individual, firm, partnership, limited liability company, corporation, joint venture, or combination thereof, other than employees of the Contractor, that supplies a tangible product as a portion of the Work, with services usually limited to delivery and/or required testing, and with manufacturing, fabrication, or production facilities located off Not for Construction For Council Approval
GC – 1:11
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] the Work Site.
1-1.53 WORK. The furnishing of all labor, and the furnishing and Installing of all materials, articles, supplies and equipment as specified, designated, or required by the Contract Documents.
1-1.54 WORK SITE. All or portion of the Premises that the Work is limited to as shown on the Contract Drawings or designated by the Director. Public streets are not included unless Work is being done within the street right-of-way. 1-1.55 WORKING DRAWINGS. Original drawings prepared by the Contractor and/or its Subcontractors or Suppliers, of any tier, illustrating Work required for construction that will not become an integral part of the completed Work. This includes, but is not limited to, drawings for temporary structures such as decking, bulkheads, excavation supports, utility support, groundwater control, forming, falsework, access roads, staging areas, staging plans, and diversion plans. A Working Drawing is one type of a Shop Drawing.

Not for Construction
For Council Approval
GC – 2:1
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 2

CONTROL AND SCOPE OF THE WORK
2-1.01 AUTHORITY OF DIRECTOR. The Contract shall be performed in a manner satisfactory to the Director who shall decide all questions which may arise as to the quality or acceptability of materials furnished and Work performed and as to the manner of performance and rate of progress of the Work; all questions which may arise as to the interpretation of the Contract Documents; all questions as to the acceptable fulfillment of the Contract on the part of the Contractor; and all questions as to compensation. The Director shall have authority to enforce and make effective such decisions and orders in the event the Contractor fails to promptly carry out the same.
2-1.02 INTENT OF CONTRACT DOCUMENTS. The Contract Documents are complementary, and what is called for by one shall be as binding as if called for by all. The intent of the Contract Documents is to describe the details for the construction and completion of the Work. Where the Contract Documents describe portions of the Work in general terms, but not in complete detail, it is understood that only the best general practice shall be followed and that only materials and workmanship of the best quality are to be used. Any Work, materials, or equipment that are customarily provided, or that are reasonably inferable from the Contract Documents as being required to produce the intended result, shall be supplied, whether or not specifically called for. When words, which have a well-known technical or trade meaning are used to describe work, materials, or equipment, such words shall be interpreted in accordance with that meaning. Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment, and incidentals, and do all the Work involved in executing the Contract in a Not for Construction For Council Approval
GC – 2:2
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] satisfactory and workmanlike manner.

Reference to standard specifications, manuals or codes of any technical society, organization or association, or to the laws or regulations of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code, laws, or regulations in effect on the first published date of the Notice to Contractors, except as may be otherwise specifically stated. However, no provision of any referenced standard specification, manual or code (whether or not specifically incorporated by reference in the Contract Documents) shall be effective to change the duties and responsibilities of City or Contractor, or any of their consultants, agents, or employees from those set forth in the Contract Documents, nor shall it be effective to assign to City, or City’s designated representative, any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to other provisions of the Contract Documents.

The Contract Documents are divided into parts, divisions, sections and articles for convenience, organization and reference. Generally, there has been no attempt to divide the Specifications sections into work performed by the various building trades, work by separate Subcontractors, or work required for separate facilities in the project. 2-1.03 EXAMINATION AND VERIFICATION OF CONTRACT
DOCUMENTS. The Contractor shall thoroughly examine and become familiar with all of the various parts of the Contract Documents and shall determine the nature and location of the Work, the general and local conditions (including applicable laws) and all other matters which can in any way affect the cost, progress or performance of the Work under this Agreement. Failure to make an examination necessary for this determination shall not release the Contractor from the obligations of the Agreement. No oral agreement or conversation with any officer, or employee Not for Construction For Council Approval
GC – 2:3
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] of the City, or with the City’s designated representative either before or after the execution of the Agreement, shall affect or modify any of the terms or obligations contained in the Contract Documents.
2-1.04 CONTRACT DRAWINGS. The Contract Drawings consist of general drawings and show such plans, elevations, sections, details and schedules as are necessary to give a graphic and pictorial description of the contemplated construction. All authorized alterations affecting the requirements and information given on the Contract Drawings shall be in writing.
2-1.05 COORDINATION AND INTERPRETATION OF CONTRACT
DOCUMENTS. All Contract Documents are essential parts of the Contract, and a requirement occurring in one is as binding as though occurring in all. They are intended to be complementary, and to describe and provide for a complete Work.

In the event of inconsistencies between requirements contained in different components of the Contract Documents, the precedence of the Contract Documents shall be as follows to resolve conflicts:

1. Change Orders

2. The Contract (including Addenda)

3. The Supplemental Conditions

4. Specifications

5. Contract Drawings

6. The General Conditions
Should it appear that the Work to be done or any of the matters relative thereto are not sufficiently detailed or explained in the Contract Documents, the Contractor shall submit a Not for Construction For Council Approval
GC – 2:4
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Request for Information (“RFI”) to the Director for such further explanations as may be necessary and shall conform to the written explanation given as if part of the Contract Documents. The decisions of the Director shall be final.

Contractor shall anticipate that it will be necessary to prepare and submit RFIs regarding the Contract Documents. The City will respond to each RFI by no later than fourteen (14) Days after receipt of the RFI, unless the RFI is of significant complexity. Furthermore, in the event that there are numerous RFIs pending, Contractor shall cooperate with the City in establishing a priority for responding to the RFIs, and potentially some RFIs may be responded to beyond the fourteen (14) Day period.

Each RFI prepared by Contractor shall be full and complete. Contractor shall prepare RFIs so as to not cause any delay to the progress of the Work and to not cause any impact to Contractor’s labor productivity in the field. Contractor shall not assert any Claims for delay or interference against the City if Contractor fails to timely submit any RFI to the City, after consideration of the response period allowed for by the City.

The response to an RFI shall not, by itself, constitute a writing that authorizes Contractor to perform any Work that causes an adjustment to either the Contract Price or the Contract Time.

If Contractor believes that any response to any RFI should constitute a compensable change, Contractor shall provide a Notice of Potential Claim as provided in Section 7-1.03, below.

Contractor’s failure to provide the required written notice shall constitute a waiver of the Contractor’s right to seek a compensable change based on the RFI response.

The Contractor shall examine all Contract Documents; shall verify all figures in the Contract Documents before laying out the Work; shall promptly notify the City of all errors, inconsistencies, and/or omissions that it discovers; and, in instances where such non- Not for Construction For Council Approval
GC – 2:5
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] conformities are discovered, shall obtain specific instructions in writing from the City before proceeding with the Work. Contractor’s performance of any Work affected by such nonconformities prior to the City’s decision shall be at the Contractor's risk. Any Work that is customarily provided or that is reasonably inferable shall not relieve the Contractor from performing such work at no additional expense and/or delay, and such Work shall be performed as if fully set forth in the Contract Documents.
2-1.06 INDEPENDENT CONTRACTOR STATUS. The Contractor shall independently perform all Work required by the Contract Documents and shall not be considered as an agent or employee of the City, nor shall the Contractor’s Subcontractors or employees be considered as subagents of the City.

The Contractor and Contractor’s Subcontractors shall be licensed in accordance with the laws of the State of California and as more particularly described in the bidding documents or elsewhere in the Contract Documents.
2-1.07 ORDER OF WORK. When required by the Contract Documents, the Contractor shall follow the sequence of operations set forth therein. Full compensation for conforming to such requirements will be considered as included in the prices paid for the various Contract items of work, and no additional compensation will be allowed therefor. 2-1.08 SUBMITTALS. It shall be the Contractor's responsibility to timely submit, so as to cause no delay in the Work, all Shop Drawings, descriptive data, manuals, instructions, affidavits, samples for the various trades as required by the Supplemental Conditions and Specifications, and offers of alternatives, if any. Such Submittals shall be checked and coordinated by the Contractor with the Work of other trades involved before they are submitted to the Director for examination. Not for Construction For Council Approval
GC – 2:6
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] The Contractor shall deliver at least one (1) electronic copy of the Submittals to the Director, and one (1) hard copy if requested. Work requiring the submittal of working drawings, descriptive data or samples shall not begin prior to approval of said Submittal by the Director.

The time allowed for review of each Submittal will be as indicated in the Supplemental Conditions. Review time will start upon receipt of the Submittal by the Director and will end upon the Director's mailing of the Submittals to the Contractor. Defective, incomplete or partial Submittals will be returned to the Contractor unreviewed.

Submittals shall be made by a letter of transmittal that shall contain a list of all matter submitted and identification of all variations from the Contract Documents contained in the Submittal. The letter and all items accompanying the same shall be fully identified as to project name and location, Contractor's name, district, county, and Contract number, with ample crossreferences to the Contract Documents, to facilitate identification of items and their location in the Work.

All Shop Drawings and supporting data, catalogs, schedules, shall be submitted as the instruments of the Contractor, who shall be responsible for their accuracy and completeness.

These Submittals may be prepared by the Contractor, Subcontractors, or Suppliers, but the Contractor shall ascertain that Submittals meet all of the requirements of the Contract Documents, while conforming to structural, space, and access conditions at the point of Installation. The Contractor shall check all Submittals before submitting them to the Director. 2-1.08A SHOP DRAWINGS. The Contractor shall submit an electronic copy (searchable PDF) of all Shop Drawings required by the Supplemental Conditions or Specifications, and one (1) hard copy, if requested by the Director. Shop Drawings shall also be provided separately in AutoCAD format using the latest version of AutoCAD. An electronic Not for Construction For Council Approval
GC – 2:7
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] copy will be returned to the Contractor either approved for use, as demonstrated by a stamp, or returned for correction and resubmittal. Materials, colors and/or samples will not be returned to the Contractor. Shop Drawings include any drawing, which requires execution by a draftsman as distinguished from printed matter. The size of Shop Drawings shall not exceed twenty-four inches (24”) by thirty-six inches (36”).
2-1.08B DESCRIPTIVE DATA. The Contractor shall submit an electronic copy (searchable PDF) of each set of manufacturer's brochures or other data required by the Supplemental Conditions or Specifications, and one (1) hard copy, if requested by the Director. The City will examine such Submittals and return either an electronic copy or a hard copy approved for use or returned for correction and resubmittal. 2-1.08C SAMPLES. The Contractor shall submit samples of articles, materials or equipment as required by the Supplemental Conditions or Specifications. The Work shall be in accordance with the approved samples. Samples shall be removed from City property when directed or may be incorporated in the Work if approved by the Director. Samples not removed by the Contractor will become the property of the City or, at the City's option, will be removed or disposed of by the City at the Contractor's expense. 2-1.08D MANUALS, INSTRUCTIONS AND AFFIDAVIT.

A. Manuals and Instructions. Where operation and maintenance manuals are required by the Supplemental Conditions, the Contractor shall submit two (2) sets of manuals, suitably bound, along with two (2) electronic copies in an approved format, to the Director within forty-five (45) Days after favorable review of the equipment or facilities. If operation and maintenance manuals are approved to be provided in PDF format, text shall be provided in searchable PDF format, making proper use of PDF for headings and heading levels, Not for Construction For Council Approval
GC – 2:8
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] paragraphs, tables, and lists. Submitted operation and maintenance manuals shall be a collected, organized, and indexed set of bookmarked PDF documents comprising each operation and maintenance manual that corresponds to a hardcopy binder. All manuals shall be marked to indicate the specific equipment furnished for this project and shall include at a minimum:

1. Equipment summary form

2. Cover/Title page

3. Table of contents

4. Operating procedures including start-up, shutdown, normal operation, all operating modes, emergency shutdown, and safety precautions

5. Lubrication instructions (if required)

6. Preventative maintenance procedures

7. Troubleshooting and corrective maintenance procedures

8. Reinstallation instructions

9. Overhaul instructions (if applicable)

10. Parts identification list with exploded view and associated cross references

11. Recommended spare parts list

12. Operator safety requirements

13. Electrical and control system wiring drawings, including panel wiring control (ladder) diagrams, logic diagrams, loop diagrams, and interconnection diagrams

14. Panel layout and assembly drawings Not for Construction For Council Approval
GC – 2:9
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

15. Mechanical drawings

16. Printouts of all software programs and configuration files

17. Factory and field test procedures and results
Operation and maintenance manuals for complex equipment shall also include:

18. Alternate specified operating modes

19. Emergency shutdown instructions

20. Normal shutdown instructions

21. Long term shutdown instructions
Operation and maintenance manuals for systems comprised of separate pieces of equipment shall include a system explanation of items 4, 7, 18, 19, 20, and 21 as well as the instructions for the separate pieces of equipment.

B. Affidavits. Where required in the Supplemental Conditions or Specifications, manufacturers of equipment shall provide field service as a part of this project.

Equipment shall not be considered ready for full time operation until after the authorized factorytrained and qualified manufacturer's representative for the specific equipment has checked and adjusted the equipment and certified by written affidavit that the equipment has been properly Installed, tested, adjusted, lubricated, and calibrated, and is ready for full time operation.

Acceptable affidavits shall be submitted prior to completion of the Work. Affidavits shall contain the following specific wording:
“The (Name of Equipment) has been properly installed, tested, adjusted, lubricated, and calibrated, and is ready for full time operation. The installation has been inspected and has been found to be in conformance with our (the manufacturer's) standards and requirements.” Not for Construction
For Council Approval
GC – 2:10
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] No amplification, dilution, or modification of this specific wording will be permitted. 2-1.08E ALTERNATIVES. For convenience in designation in the Contract Documents, certain materials, articles, or equipment may be designated by a brand or a trade name or the name of the manufacturer together with catalog designation or other identifying information, hereinafter referred to generically as “designated by brand name.” Except in those instances where the product is designated to match others in use in a particular improvement, either completed or in the course of completion, an alternative material, article, or equipment which is of equal quality and of the required characteristics for the purpose intended may be proposed for use provided the Contractor complies with the following requirements:

A. The Contractor shall submit its proposal for an alternative in writing. Such request shall be made in ample time to permit review and approval without delaying the Work. The Contractor shall not be entitled to an adjustment of the Contract Time or an increase in the Contract Price based on any Contractor-proposed substitution.

B. No such proposal will be considered unless accompanied by complete information and descriptive data, necessary to determine the equality of the offered materials. The Contractor shall satisfy the Director as to the comparative quality, suitability, or performance of the offered material, articles, or equipment. In the event that the Director rejects the use of such alternative materials, articles, or equipment, then one of the particular products designated by brand name shall be furnished.

C. The burden of proof as to the quality and suitability of alternatives shall be upon the Contractor and it shall furnish all information necessary as required by the Director. The Director shall be the sole judge as to the quality and suitability of alternative articles or materials and such decisions shall be final. Where use of an alternative material Not for Construction For Council Approval
GC – 2:11
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] involves redesign of, or changes to, other parts of the Work, the cost and time required to effect such redesign or changes will be considered in evaluating the suitability of the alternative material. Cost of redesign by the City will be borne by the Contractor.

D. Whenever classification, rating or other certification by a body such as Underwriters Laboratories (UL) or the National Electrical Manufacturers Association (NEMA) is a part of the specification for any material, Contractor’s request for use of alternative articles or materials shall be accompanied by reports from the listed or equivalent independent testing Laboratory indicating compliance with the Contract Documents. The cost of all testing required to prove equality of the material proposed shall be borne by the Contractor. Approval of an alternative shall be only for the characteristics or use named in such approval, and shall not be used to change or modify any requirement of the Contract Documents.

E. At its election, the City reserves the right to consider any Contractor proposed substitution as a Cost Reduction Proposal under Section 3-1.07 of these General Conditions in the event that there is a significant savings resulting from the substitution.

The Director will examine, with reasonable promptness, such Submittals, and return of Submittals to the Contractor shall not relieve the Contractor from responsibility for deviations and alternatives from the Contract Documents, nor shall it relieve the Contractor from responsibility for errors in the Submittals. A failure by the Contractor to identify in its letter of transmittal material deviations from the Contract Documents shall void the Submittal and any action taken thereon by the Director. When specifically requested by the Director, the Contractor shall resubmit such Shop Drawings, descriptive data and samples as may be required.

If any mechanical, electrical, structural, or other changes are required for the proper Installation and fit of alternative materials, articles, or equipment, or because of deviations from Not for Construction For Council Approval
GC – 2:12
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] the Contract, such changes shall not be made without the approval of the Director and shall be made without additional cost to the City.
2-1.09 DISPOSAL OF MATERIAL OUTSIDE THE WORK SITE. Unless otherwise stated elsewhere in the Contract Documents, the Contractor shall, at its own cost and expense, make its own arrangements for disposing of materials outside the Work Site.

Except when material is to be disposed of at a landfill or recycling center, when any material is to be disposed of outside the Work Site, the Contractor shall first obtain written permission from the City to dispose of the material at the intended location. The City’s approval will be contingent upon the Contractor obtaining a written permit from the property owner on whose property the disposal is to be made. Prior to the disposal of any material at the intended location, the Contractor shall submit such permit or a certified copy thereof to the City, together with a written release from the property owner absolving the City from any and all responsibility related to the disposal of material on said property.

Disposal of Hazardous Materials must be done in accordance with all laws and regulations. Copies of all required regulatory documentation including copies of final manifests shall be supplied to the City.
2-1.10 ACCESS TO THE WORK. The Contractor shall satisfy itself that the jurisdictions through which its operations and haul routes pass will permit such operations with respect to the type of vehicle, laden weights, frequency and dimensions of loads, hours of operation and required traffic control. All necessary permits, licenses or bonds shall be obtained and paid for by the Contractor.
2-1.11 TEMPORARY UTILITIES. The Contractor shall make its own arrangements with utility companies for any temporary services it may require in performance of Not for Construction For Council Approval
GC – 2:13
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] the Work and shall pay all costs of these services directly to these utility organizations. 2-1.12 UTILITY FACILITIES. The Contractor shall protect from damage those utility facilities that are to remain in place, be Installed, relocated or otherwise arranged.

The Contractor’s attention is directed to the possible existence of facilities not shown, and of facilities in a location different from that, which is indicated. The Contractor shall take steps to ascertain the exact location of all facilities prior to doing any Work, which may damage such facilities or interfere with their service. Where the location of a facility is indicated or inferred from the presence of visible facilities such as buildings, meters, and junction boxes, the Contractor shall make such excavations and explorations as are necessary to ascertain the correct location. Unless provided for elsewhere in the Contract Documents, the cost of such excavations and explorations will be considered as a part of the cost of other items of Work and no additional payment will be made. Such excavations and exploratory Work shall not entitle the Contractor to an extension of time.

If the Contractor discovers underground facilities not indicated or inferred from the Contract Documents, the Contractor shall immediately give the Director written notification of the existence of those facilities. The Contractor shall determine the exact location of the underground facilities and the cost of the work will be paid for in accordance with the Contract Documents. The underground facilities shall be protected from damage as directed by the Director and the cost of that work will be paid for as extra work. The Contractor shall, if directed by the Director, repair any damage, which may occur to the underground facilities. The cost of that repair work, not due to the failure of the Contractor to exercise reasonable care, will be paid for as extra work. Damage due to the Contractor’s failure to exercise reasonable care shall be repaired at the Contractor’s cost and expense. Not for Construction For Council Approval
GC – 2:14
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Where it is determined by the City that the rearrangement of an underground facility, the existence of which is not shown on the Contract Drawings, is essential in order to accommodate the Work, the City will provide for the rearrangement of such facility by other forces or, when so ordered by Change Order, such rearrangement shall be performed by the Contractor and will be paid for as provided under a Change Order.

The Contractor shall be responsible for the maintenance of all utility facilities placed by the Contractor in temporary locations, and all utilities within the construction area not required to be relocated but which are required to be shored or supported during the construction period.

The cost of such maintenance shall be borne by the Contractor, and no other compensation shall be due the Contractor for this Work.

The cost of providing and maintaining all necessary or required temporary structures, of making any necessary repairs, replacements, or similar operations, or furnishing indemnity or other bonds, if required, and all costs required by this Section shall be paid by the Contractor and shall be included in the prices bid in the schedule for other items of work. 2-1.13 PRESERVATION AND CLEANING. The Contractor shall clean up the Work at frequent intervals and at other times when directed by the Director. While finish Work is being accomplished, floors, Work areas and finished areas shall be kept clean, free of dust, construction debris and trash. Upon completion of the Work, the Contractor shall remove from the Premises its construction equipment and any waste materials not previously disposed of, leaving the Premises thoroughly clean and ready for final inspection. 2-1.14 LIMITATIONS ON WORK SITE AND PREMISES. The Contractor shall limit its construction operations to the Work Site unless otherwise shown on the Contract Drawings or specified. The Contractor shall perform no operation of any nature over or on the Not for Construction For Council Approval
GC – 2:15
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Premises except such operations as are authorized by the Contract Documents or as authorized by the Director.
2-1.15 DUST CONTROL. During the performance of all Work under this Contract, the Contractor shall assume all responsibility for dust control and shall furnish all labor, equipment, and means required to carry out proper and efficient measures wherever and whenever dust control is necessary to prevent the operations from producing dust damage and nuisance to persons and property. Any claims resulting from dust damage or nuisance shall be borne solely by the Contractor. The Contractor shall comply with all applicable Air Quality Act requirements.
2-1.16 SANITATION. The Contractor shall provide sanitary facilities for all persons working on the Work.
2-1.17 NIGHT WORK AND NORMAL WORKING HOURS. Normal
working hours at the construction site shall be between the hours of 7:00 a.m. and 7:00 p.m.

Monday through Friday. Legal holidays are excluded. Certain utility connections and street operations are anticipated to require night Work by the Contractor during low usage periods.

The Contractor may also be required to prosecute the Work at night if, at any time, the Director shall deem it necessary for the progress of the Work, or if emergencies arise. The Contractor shall promptly comply with any such requirements made in writing by the Director. The Contractor will also be permitted to Work at night if Contractor satisfies the Director of the need therefor, in order to maintain the required progress or protect the Work from the elements.

Certain activities are required to be performed at night for nominal progress of the Work and/or are specified to be performed at night by other portions of the Supplemental Conditions. When required, ordered, or permitted to Work at night, the Contractor shall provide sufficient and Not for Construction For Council Approval
GC – 2:16
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] satisfactory lighting and other facilities therefor. The Contractor shall receive no extra payment for night Work, if specified or if required to be performed during the normal progress of the Work, but compensation shall be considered as having been included in the price stipulated for the Work.

If Contractor performs work during weekends, holidays or any non-normal work hours, Contractor shall pay for required City Inspectors.
2-1.18 LINES AND GRADES. Unless otherwise provided in the Supplemental Conditions, the Contractor shall lay out all Work, including structures and pipelines, and shall be responsible for any errors resulting therefrom. In all questions arising as to proper location of lines and grades, the Director's decision will be final.

As part of the bid price for the construction of the improvements, the Contractor shall provide and be responsible for the layout of all Work on this project. The Contractor shall provide all necessary surveys, field staking, and positioning for the construction of all components at the proper alignment, elevations, grades, and positions, as indicated on the Contract Drawings and as required for the proper operation and function. The Contractor shall stake its Work area limits. Contractor shall perform all construction staking using a land surveyor licensed in the State of California. Contractor shall provide a staking plan prior to commencement of Work for the City’s review and maintain monuments, stakes, and marks, and shall update the plan as necessary. Director, or Director’s designated representative, may verify the field condition. Errors or inconsistencies in the Contract Documents discovered by the Contractor shall be reported to the Director within twenty-four (24) hours and prior to constructive forms or related improvements. Any work Installed with this requirement shall be subject to removal and replacement at the Contractor’s expense. Not for Construction For Council Approval
GC – 2:17
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] The Contractor's lay-out shall be based on existing structures, property lines, survey control, and bench marks established by the City. All structures and pipeline connections shall be Installed based on actual elevation of existing structures to which connections are made.

The Contractor shall supply such labor as required, at no extra charge, to aid and assist the Director in checking location and grades of the Work as set by the Contractor if the Director desires to perform this checking. This shall include moving materials and equipment located between monuments and the construction Work.
2-1.19 ARCHEOLOGICAL DISCOVERIES. Upon discovery of prehistoric or historic artifacts, or other indicators or examples of cultural resources discovered during the course of site preparation, grading, excavation, construction or other development activities, all operations within fifty feet (50’) of the find shall cease until such time as the City provides the services of a qualified archeologist to evaluate the finds and recommend appropriate action.

Prehistoric materials can include flaked stone tools (e.g., projectile points, knives and choppers) or tool making debris of obsidian, chert, quartzite and other materials, culturally darkened soil (i.e., midden, which often contains heat affected rock, ash and charcoal, shellfish remains, and cultural materials), and stone milling equipment such as mortars, pestles and hand stones. Historic material may include wood, stone, concrete or adobe footings, walls and other structural remains; debris filled wells or privies; and deposits of wood, metal, glass, ceramics and other refuse.
2-1.20 PRESERVATION OF MONUMENTS. Any monuments or bench marks disturbed by construction operations shall be repaired per the City’s standard and promptly re-established by a registered land surveyor or civil engineer. A plat for each monument shall be furnished to the Director after the plat has been recorded with the Placer Not for Construction For Council Approval
GC – 2:18
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] County Recorder's Office at no additional cost to the City. The recorded plat shall serve as a record of the re-establishment of said existing survey points. 2-1.21 CONFORMITY WITH CONTRACT DOCUMENTS. Work and
materials shall conform to the lines, grades, cross sections, dimensions and material requirements, including tolerances, required by the Contract Documents. Although measurement, sampling and testing may be considered evidence as to such conformity, the City shall be the sole judge as to whether the Work or materials deviate from the Contract Documents. At its option, the City may elect to accept deviations from the Contract Documents with appropriate backcharge Assessments against the Contractor, and, if such an election is made, the City will provide written notice to the Contractor of such acceptance. 2-1.22 FINAL CLEANUP. Prior to final Acceptance of the Work, the Contractor shall thoroughly clean the Premises, remove all temporary structures built by or for the Contractor, and remove all equipment and surplus construction material and debris from the area. The entire project, before Acceptance by the City, shall be left in a neat and clean condition. All Work areas and temporary construction areas shall be returned to essentially the same conditions existing before the commencing of project construction. 2-1.23 AS-BUILT DOCUMENTS AND DRAWINGS. The Contractor shall maintain one set of the full size prints furnished by the City and mark thereon in color any deviations from plan dimensions, elevations, or orientations. Also, the Contractor shall locate on said prints, all underground facilities, such as piping, conduits and tanks by accurate field measurement from structure walls, corners, etc. The Contractor shall submit the prints and an electronic CD (searchable PDF or source file format such as AutoCAD) in good condition to the Director upon completion of the job as a condition of Acceptance of the project. Marked prints Not for Construction For Council Approval
GC – 2:19
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] shall be updated at least once each week and shall be available to the Director for review as to currency prior to developing partial payment estimates. After the completion of testing, but prior to Acceptance, the Contractor shall submit As-Built electrical drawings in color and an electronic CD showing all components and their wiring, and as specified in the Supplemental Conditions. 2-1.24 SUPERINTENDENCE. The Contractor shall supervise and direct the Work, which shall be performed in accordance with the requirements of the Contract Documents. The Contractor shall be solely responsible for implementation of all construction means, methods, techniques, sequences, and procedures and for coordination of all portions of the Work under the Agreement. The Contractor shall be solely responsible for the safety of its employees, Subcontractors of any tier, Suppliers, visitors to the Contractor, and other third parties associated with the Contractor.

The Contractor shall designate in writing before starting Work, an authorized representative who shall have the authority to represent and act for the Contractor.

When the Contractor is comprised of two (2) or more persons, firms, partnerships, or corporations functioning on a joint venture basis, said Contractor shall designate in writing before starting Work, the name of one authorized representative who shall have the authority to represent and act for the Contractor. Instances of misconduct, contract non-compliance, unsatisfactory performance, or incompetence by these personnel shall be grounds for the City to direct Contractor to dismiss them from the Project. Contractor shall immediately comply with the City’s request for dismissal, at no cost to the City, and shall designate a replacement, which shall be subject to approval by the City.

Said authorized representative shall be present at the site of the Work at all times while Work is actually in progress on the Contract. When Work is not in progress and during periods Not for Construction For Council Approval
GC – 2:20
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] when Work is suspended, arrangements acceptable to the Director shall be made for any Emergency Work that may be required.

Whenever the Contractor or its authorized representative is not present on any particular part of the Work where it may be desired to give direction, orders will be given by the Director, which shall be received and obeyed by the superintendent or foremen who may have charge of the particular Work in reference to which the orders are given.

Any order given by the Director, not otherwise required by the Supplemental Conditions to be in writing, will on request of the Contractor, be given or confirmed by the Director in writing.
2-1.25 CHARACTER OF WORKER. If any Subcontractor or person employed by the Contractor shall appear to the Director to be incompetent or to act in a disorderly or improper manner, he or she shall be removed immediately on the requisition of the Director, and such person shall not again be employed on the Work. 2-1.26 INSPECTION. The Contractor shall at all times permit the Director to inspect the Work or any part thereof. The Contractor shall maintain proper facilities and provide safe access for such inspection by the Director to all parts of the Work, and to the shops where the Work is in preparation. Work shall not be covered up until authorized by the Director and the Contractor shall be solely responsible for notifying the Director where and when such Work is in readiness for inspection and testing. Should any such Work be covered without authorization, it shall, if so ordered, be uncovered at the Contractor's expense.

Unless otherwise designated as normal working hours, whenever the Contractor intends to perform Work on Saturday, Sunday, or a Legal Holiday, the Contractor shall give notice to the Director of such intention forty-eight (48) hours prior to performing such Work, or such longer Not for Construction For Council Approval
GC – 2:21
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] period as may be specified so that the Director may make necessary arrangements.

The observation and/or approval of the workmanship or materials by the City shall not relieve the Contractor of any obligations to fulfill the requirements of the Contract Documents.

Workmanship and materials not meeting such requirements shall be corrected and unsuitable Work or material may be rejected, notwithstanding that such Work or materials have been previously observed and/or approved by the City, or payment therefor has been included in a progress estimate.

The City may order re-examination of questioned Work at any time before final Acceptance. If so ordered, the Contractor shall uncover the Work. If such work is found to be in accordance with the Contract Documents, the City will pay for the cost of uncovering, removing, recovering and replacing the parts removed; but if such Work so exposed or examined is not in accordance with the Contract Documents, the uncovering, removal, recovering and replacement shall be at the Contractor’s expense. Work that has been covered prior to observation by the City does not qualify as re-examined work; the City may order such work uncovered for observation without payment of any costs.
2-1.27 REMOVAL OF REJECTED AND UNAUTHORIZED WORK. All
Work which has been rejected shall be remedied, or removed and replaced by the Contractor in a manner acceptable to the Director and no compensation will be allowed the Contractor for such removal, replacement, or remedial Work.

Any Work done beyond the lines shown on the Contract Drawings or established by the Director, or any Work done without written authority will be considered as unauthorized Work and will not be paid for. Upon order of the Director, unauthorized Work shall be remedied, removed, or replaced at the Contractor's expense. Not for Construction For Council Approval
GC – 2:22
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Upon failure of the Contractor to comply promptly with any order of the Director made under this section, the Director may cause rejected or unauthorized Work to be remedied, removed, or replaced, and the costs thereof will be deducted from any moneys due or to become due the Contractor.

Not for Construction
For Council Approval
GC – 3:1
[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 3

CHANGES IN THE WORK
3-1.01 CHANGES. The Director, without invalidating this Agreement and without notice to Contractor’s surety, may order changes in the Work, consisting of additions or deletions, or other revisions. The Contract Price and the Contract Time shall be adjusted accordingly. All such changes in the Work, including in the Contract Price and the Contract Time, shall be authorized only by Contract Change Order, signed by the Director.

If Contractor claims that performance of any work entitles it to additional compensation or to an extension of time for performance of the Work, Contractor shall provide written notice to the City of any such claim prior to undertaking such work. Contractor shall provide written notice of any anticipated impacts to the Contract Price or Contract Time within three (3) Days of discovering such impact, by submitting a Notice of Potential Claim described in Section 7-1.03 below, or notice of delay as described in Section 6-1.09 below. If the Director refuses to issue a Change Order for such work, Contractor shall perform that work if directed or obligated to do so and shall submit a complete and specific Claim for additional compensation and/or extension of time for performance within fifteen (15) Days after such work is performed, as described in Section 7-1.03 below. Failure to provide written notice of claims prior to undertaking such work, failure to provide a timely Notice of Potential Claim, or failure to submit timely a complete and specific Claim for additional compensation and/or extension of the time for performance, shall be deemed a waiver and abandonment of any such Claim. No Claim, dispute or controversy shall interfere with the progress or performance of the Work and the Contractor shall proceed with the Work as directed by the Director. Failure to so proceed shall amount to a Not for Construction For Council Approval
GC – 3:2
[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] default under this Agreement.
3-1.02 PROPOSED CHANGE ORDERS. The Contractor will be notified in writing of a proposed Change Order describing the intended change. Within fifteen (15) Days after receipt of a written request, the Contractor shall submit its proposed price to be added or deducted from the Contract Price due to the change and its estimate of the extent of the adjustment in the Contract Time, if any. The Contractor's proposed price to be added to or deducted from the Contract Price shall be supported by a detailed estimate of cost prepared by the Contractor, vendor or Supplier. The Contractor's proposed price submittal shall be accompanied by a statement of the time necessary for the changed Work, together with a description of how this time will be incorporated into the current Construction Schedule. The Contractor shall upon request by the Director permit inspection of its original Contract estimate, subcontract agreements or purchase orders relating to the change.

If agreement is reached on the adjustment in compensation as provided in Section 3-1.05, “Contract Price Adjustment,” of these General Conditions, the Contractor shall proceed with the Work as changed at the agreed price.

If the Contractor and the Director fail to agree as to the adjustment in compensation for the performance of the changed Work, the Contractor, upon written order from the Director, shall proceed immediately with the changed Work and the Contract Price shall be adjusted in accordance with Section 3-1.06, “Force Account Payment,” of these General Conditions.

If the Contractor fails to submit its cost estimate within such fifteen (15) Day period, the Contractor shall commence the Work as changed immediately upon receipt of written order of the Director, and the Contract Price will be adjusted in accordance with the Director's cost estimate for the changed Work. Not for Construction
For Council Approval
GC – 3:3
[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 3-1.03 EMERGENCY AND INDETERMINATE TYPE CHANGE
ORDERS. Changes in the Work made necessary by an Emergency, as determined by the Director, or changes of a kind where the extent of the Work cannot be determined until completed, may be authorized by the Director in writing. The Change Order shall state that it is issued pursuant to this Section 3-1.03. Upon receipt of an authorized Change Order or other written order of the Director, the Contractor shall proceed with the ordered Work and the Director will maintain a daily job record containing a detailed summary of all labor, materials and equipment required for the changed Work.

Within fifteen (15) Days after receiving a written request, the Contractor shall submit a detailed estimate of cost for the change and any requested change in Contract Time in the same manner as required for proposed Change Orders in Section 3-1.02 of these General Conditions. 3-1.04 EXECUTED CHANGE ORDER. A Contract Change Order signed by both the Director and the Contractor is an “executed Contract Change Order.” By signing the Contract Change Order, the Contractor agrees that the specified compensation constitutes full compensation for the changed Work, including payment for interruption, disruption, acceleration, extended Overhead, delay or any other “impact” claim or “ripple effect” claim.

The Contractor specifically understands and agrees that its execution of the Contract Change Order shall constitute a waiver of any right for the Contractor to claim any additional compensation with respect to the subject matter of the Contract Change Order. 3-1.05 CONTRACT PRICE ADJUSTMENT. If a Contract Change Order provides for an adjustment to the Contract Price, the amount of such adjustment shall be determined by one of the following methods, or a combination thereof, as determined by the City and in its sole discretion: Not for Construction
For Council Approval
GC – 3:4
[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] A. Lump sum. The Contractor and the City may agree on a lump sum amount for the Change Order. At the City’s request, the Contractor will provide pricing for the work. Maximum markups for Contract Change Orders paid for using lump sum pricing shall be paid for in the same manner and in the same amounts as markups for Force Account work, as described in Section 3-1.06 below.

B. Unit Prices. The unit prices set forth in the Contractor’s Schedule of Bid Prices will be utilized where they are applicable and acceptable to the City. The Contractor’s unit prices shall remain firm and shall not be subject to adjustment unless and until the actual quantity of work is increased or decreased by Contract Change Order in an amount greater than twenty-five percent (25%) from the estimated quantity indicated for such item. No markups will be given for Contract Change Orders paid for using unit prices.

Unit prices for new items included in the Contract Change Order but not included in the original bid shall be as mutually agreed upon or, in the absence of agreement, as determined by the City in the same manner as if the work were to be paid for on a Force Account basis, as described in Section 3-1.06 below.

C. Force Account. Where the City and the Contractor are unable to agree on lump sum pricing and if the City does not elect to utilize the unit prices in Contractor’s bid, or such unit prices are not applicable, the changed work will be performed and tracked by the Contractor as Force Account work, as described in Section 3-1.06 below. The City will pay for such work, including markups, properly attributable to the change in accordance with those Force Account provisions.

D. Eliminated Items. The City reserves the right to delete any bid item of Work in its entirety. The City makes no representation that any work under a bid item of Work Not for Construction For Council Approval
GC – 3:5
[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] will be performed, and all work may be subject to a Contract Change Order that deletes such work. Bid items are distinct and severable from the other bid items, and the Contractor shall not be entitled to any anticipated profit, unabsorbed Overhead, or other indirect expense attributable to the deleted item, except as provided immediately below with regard to Force Account markups on the direct and verifiable costs incurred prior to the City’s order that deletes the work.

Should any bid item of Work be eliminated in its entirety and not accounted for as described immediately above and, in the absence of an executed Contract Change Order covering such elimination, payment will be made to the Contractor for actual direct and verifiable costs incurred in connection with such eliminated bid item if incurred prior to the date of notification in writing by the City of such elimination. If acceptable material is ordered by the Contractor for the eliminated item prior to the date of notification of such elimination by the City, and if orders for such material cannot be canceled, it will be paid for at the actual direct and verifiable cost to the Contractor. Actual direct costs shall include documented vendor shipping fees, Supplier restocking fees, if applicable, and Contractor handling costs directly related to the eliminated item(s). In such case, the material paid for shall become the property of the City and the actual cost of any further handling will be paid for by the City. If the material is returnable to the vendor and if the City so directs, the material shall be returned and the Contractor will be paid for the actual direct cost of charges made by the vendor for returning the material. The actual direct cost of handling returned materials will also be paid for by the City. The actual direct and verifiable costs to be paid by the City as provided herein will be computed in the same manner as if the work were to be paid for on a Force Account basis, including the application of Force Account mark-ups to said costs.
3-1.06 FORCE ACCOUNT PAYMENT. When Work performed pursuant to a Not for Construction For Council Approval
GC – 3:6
[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Change Order is to be paid for on a Force Account basis, the Contractor’s labor, materials and equipment used in the performance of such Work shall be subject to the approval of the City, and the compensation will be determined as set forth below in this section. 3-1.06A LABOR. The Contractor will be paid an amount based on the actual cost for the workers (including foremen when authorized by the Director) used in the actual and direct performance of the Work. All labor costs associated with Overhead, whether field or home office, are specifically excluded herein, as those labor costs are covered by the below mark-ups. The cost of labor, whether the employer is the Contractor, Subcontractor or other forces, shall include employer payments; assessment of benefits required by lawful labor union collective bargaining agreements; compensation insurance payments; contributions made to the State pursuant to the Unemployment Insurance Code; and for taxes paid to the Federal Government pursuant to the Social Security Act of August 14, 1935, as amended. No labor cost will be recognized at a rate in excess of the wages prevailing in the locality at the time the Work is performed, nor will the use of a labor classification, which would increase the cost, be permitted unless the Contractor establishes to the complete satisfaction of the Director the necessity for payment at a higher rate.
3-1.06B MATERIALS. Only materials furnished by the Contractor and necessarily used in the performance of the Work will be paid for. Such cost of materials may include the costs of procurement, transportation and delivery if necessarily incurred. If a cash or trade discount by the actual supplier is available to the Contractor, it shall be credited to the City.

If materials are procured by the purchaser by any method which is not a direct purchase from and a direct billing by the actual supplier to such purchaser, the cost of such materials shall be deemed to be the price paid to the actual supplier plus the actual costs, if any, incurred in the Not for Construction For Council Approval
GC – 3:7
[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] handling of such materials. If the materials are obtained from a supply or source owned wholly or in part by the purchaser, the cost of such materials shall not exceed the price paid by the purchaser for similar materials furnished from said source on Bid items or the current wholesale price for such materials delivered to the job site, less any discounts as provided herein, whichever is lower. If, in the opinion of the Director, the cost of materials is excessive, or if the Contractor fails to furnish satisfactory evidence of the cost to it from the actual supplier within sixty (60) Days after the date of delivery of the materials or within fifteen (15) Days after Acceptance of the Agreement, whichever occurs first, the cost of the materials shall be deemed to be the lowest current wholesale price at which similar materials are available in the quantities required, less any discounts provided herein. The Department reserves the right to furnish such materials required by the Change Order as it deems advisable, and the Contractor shall have no claim for cost or markups on material furnished by the Department. 3-1.06C EQUIPMENT. The Contractor will be paid an amount based on the actual cost for the use of equipment directly required and approved by the Director in the performance of the changed Work. No payment will be made for time while equipment is inoperative due to breakdowns or on Days when no Work is performed. In addition, the rental time shall include the time required to move the equipment to the Work from the nearest available source of such equipment, and to return it to the source. If such equipment is not moved by its own power, then loading and transportation costs will be paid. Moving time, loading and transportation costs will only be paid if the equipment is used exclusively on the changed Work during the time between move in and move out. Individual pieces of equipment having a replacement value of One Thousand Dollars ($1000) or less shall be considered to be tools or small equipment, and no payment will be made therefore. For equipment owned, Not for Construction For Council Approval
GC – 3:8
[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] furnished, or rented by the Contractor, no cost therefore shall be recognized in excess of the equipment rental rates published by Caltrans at the following website address:
http://www.dot.ca.gov/hq/construc/equipmnt.html. Equipment located at a Work Site and utilized on non-Force Account work shall not eligible for standby payment, and shall be charged on a Force Account basis only when solely performing pre-approved Force Account work tasks. 3-1.06D MARKUPS. When a Change Order increases the cost of the Work, the Contractor may add the following maximum markups to its actual costs of labor, materials, or equipment rental:
15 percent for labor;
10 percent for materials; and
5 percent for equipment rental.

The above markups include full compensation, covering the costs of all supervision, bonds, profit, Overhead, and other general expenses not specifically designated as a direct cost in Sections 3-1.06A through 3-1.06C above. The total payment (i.e., direct cost plus applicable markups) shall be deemed to be the actual cost of such work and shall constitute full compensation therefor. The Contractor specifically understands and agrees that such payment shall include any Contractor costs for interruption, disruption, and acceleration, extended Overhead, Change Order management, delay or other “impact” claim or “ripple effect” claim.

When work paid for on a Force Account basis is performed by forces other than the Contractor’s own forces, the maximum allowable mark-ups for the Subcontractors’ costs shall be fifteen percent (15%) for the cost of labor, ten percent (10%) for the cost of materials, and five percent (5%) for the cost of rented equipment. In these situations where the work is being performed by Subcontractors, the Contractor will only be entitled to an additional five percent Not for Construction For Council Approval
GC – 3:9
[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] (5%) mark-up and will not be entitled to receive the additional mark-ups specified in this section.

When a Change Order decreases the cost of the Work, the reduction in cost shall include a five percent (5%) markup on the estimated cost for furnishing the labor, materials and equipment, which would have been used on such Work, had the Change Order not been issued.

When a Change Order involves both added Work and deleted Work, the markup or markups to be used shall be as follows:

The actual costs of labor, materials, and equipment rental for added and deleted Work shall be calculated separately without adding markups. If the difference between the calculated costs for labor results in an increased cost, a markup of fifteen percent (15%) shall be applied to the increased cost. If the difference between the calculated costs of materials or equipment rental results in an increased cost, a markup of ten percent (10%) and five percent (5%) respectively, shall be applied to the increased costs of materials or equipment rental, as the case may be. If the difference between the calculated costs for labor, materials or equipment rental results in a decreased cost, a markup of five percent (5%) shall be applied to the decreased costs of labor, materials or equipment rental, as the case may be.

Contractor shall not add mark-ups on work performed and billed by City staff nor add mark-ups to successive iterations of proposed Change Order cost proposals returned to Contractor by the City due to incomplete or inaccurate information being originally submitted by the Contractor. If the Contract Price increases by the issuance of Change Orders, the penal amounts of the bonds required shall increase accordingly. 3-1.06E RECORDS. The Contractor shall maintain its records in such a manner as to provide a clear distinction between the direct costs of extra work paid for on a Force Account basis and the costs of other operations. Not for Construction For Council Approval
GC – 3:10
[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] From the above records, the Contractor shall furnish the City completed daily extra work reports, on forms acceptable to the City, for each Day’s extra work to be paid for on a Force Account basis. The daily extra work reports shall itemize the materials used, and shall cover the direct cost of labor and the charges for equipment rental, whether furnished by the Contractor, Subcontractor, or other forces. The daily extra work reports shall provide names and identifications and classifications of workers, the hourly rate of pay and hours worked, and also the size, type, and identification number of equipment, and hours operated. Daily extra work and Force Account reports (actual or claimed) shall be signed by both the City’s and the Contractor’s representatives within twenty-four (24) hours of the performance of the work.

Valid copies of vendor’s invoices shall substantiate material charges. Such invoices shall be submitted with the daily extra work reports, or if not available, they shall be submitted with subsequent daily extra work reports. Should said vendor’s invoices not be submitted within sixty (60) Days after the date of delivery of the material or within fifteen (15) Days after the Acceptance of the Agreement, whichever occurs first, the City reserves the right to establish the cost of such materials at the lowest current wholesale prices at which said materials were available in the quantities, less any discounts.

The City will compare its records with the completed daily extra work reports furnished by the Contractor and make any necessary adjustments. When these daily extra work reports are agreed upon and signed by both parties, said reports shall become the basis of payment for the work performed, but shall not preclude subsequent adjustment based on a later audit by the City.

The Contractor’s cost records pertaining to Work paid for on a Force Account basis shall be open to inspection or audit by representatives of the City during the life of the Agreement and for a period of not less than three (3) years after the date of Agreement completion and the Not for Construction For Council Approval
GC – 3:11
[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Contractor shall retain such records for that period. Where payment for materials or labor is based on the cost thereof to forces other than the Contractor, the Contractor shall make every reasonable effort to insure that the cost records of such other forces will be open to inspection and audit by representatives of the City on the same terms and conditions as the cost records of the Contractor. If an audit is to be commenced more than sixty (60) Days after the date of Acceptance of the Agreement, the Contractor will be given fifteen (15) Days’ notice of the time when such audit is to begin.
3-1.07 COST REDUCTION PROPOSALS. The City encourages the Contractor to submit Cost Reduction Proposals whenever the Contractor identifies areas and/or instances in which there can be savings to the Work. Contractor may submit to the City, in writing, proposals for modifying the plans, Specifications or other requirements of the Agreement for the sole purpose of reducing the total cost of construction, including the time for completion of the Work. The City may consider such Cost Reduction Proposals and, if accepted, the Agreement will be equitably adjusted. The City has no obligation to consider or accept Cost Reduction Proposals.

Not for Construction
For Council Approval
GC - 4:1
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 4

CONTROL OF MATERIALS
4-1.01 MATERIALS. The Contractor shall furnish all materials required to complete the Work, except materials that are designated in the Supplemental Conditions to be furnished by the City and materials furnished by the City in accordance with Section 3, “Changes in the Work,” of these General Conditions.

Unless otherwise specified in the Supplemental Conditions, materials furnished by the Contractor for incorporation into the Work shall be new. When the quality or kind of materials, articles, or equipment is not particularly indicated, then the quality or kind thereof shall be similar to those that are indicated.

Articles or materials to be incorporated in the Work shall be stored in such a manner as to insure the preservation of their quality and fitness for the Work, and to facilitate inspection.

All materials which do not conform to the requirements of the Contract Documents as determined by the Director, will be rejected whether in place or not. Rejected material shall be removed immediately from the site of the Work, unless otherwise permitted by the Director. No rejected material, the defects of which have been subsequently corrected, shall be used in the Work, unless approval in writing has been given by the Director. Upon failure of the Contractor to comply promptly with any order of the Director made under these provisions, the Director shall have the authority to cause the removal and replacement of rejected material and to deduct the cost thereof from any moneys due or to become due the Contractor.

Manufacturer's warranties, guaranties, instruction sheets and parts lists, which are furnished with certain materials incorporated in the Work, shall be delivered to the Director Not for Construction For Council Approval
GC - 4:2
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] before Acceptance of the Contract.

Unless otherwise designated in the Supplemental Conditions or Specifications, materials furnished by the City will be delivered to the job site. Materials furnished by the City that are designated in the Supplemental Conditions as available at locations other than the job site shall be hauled to the site of the Work by the Contractor at its expense, including any necessary loading and unloading that may be involved.

The Contractor will be held responsible for all materials furnished to it, and shall pay all demurrage and storage charges. City-furnished materials lost or damaged from any cause whatsoever shall be replaced by the Contractor. The Contractor will be liable to the Department for the cost of replacing City-furnished material and such costs may be deducted from any moneys due or to become due the Contractor.
4-1.02 PRODUCT AND REFERENCE STANDARDS. When descriptive catalog designations, including manufacturer's name, product brand name, or model number are referred to in the Contract Documents, such designations shall be considered as being those found in industry publications in effect on the day the Notice to Contractors for the Work is dated, except as may be otherwise stated.

When standards or test designations of the Federal Government, trade societies, or trade associations are referred to in the Contract Documents by specific date of issue, these shall be considered as part of the Contract. When such references do not bear a date of issue, the edition in effect on the day the Notice to Contractors for the Work is dated shall be considered as part of the Contract.
4-1.03 SAMPLING AND TESTING OF MATERIALS. Unless otherwise specified, all tests shall be performed in accordance with the methods used by the State Not for Construction For Council Approval
GC - 4:3
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Department of Transportation (Caltrans) and shall be made by the Director or his or her designated representative.

The State Department of Transportation has developed test methods for testing the quality of materials and Work. These test methods are identified by a California Test followed by the serial number. Copies of individual tests are available at the State Department of Transportation Laboratory, Sacramento, California, and will be furnished to interested persons upon request.

Whenever a reference is made in the Supplemental Conditions to a California Test by number, it shall mean the California test in effect on the day the Notice to Contractors for the Work is dated.

Whenever the Supplemental Conditions provide an option between two (2) or more test methods, the Director will determine the test method to be used.

Whenever a Supplemental Condition, manual, or test designation provides for test reports (such as certified mill test reports) from the manufacturer, copies of such reports, identified as to the lot of material, shall be furnished to the Director. The manufacturer's test reports shall supplement the inspection, sampling and testing provisions of this Section 4-1.03 and shall not constitute a waiver of the City's right to inspect. When material which cannot be identified with specific test reports is proposed for use, the Director may at his or her discretion, select random samples from the lot for testing. Testing specimens from the random samples, including those required for retest, shall be prepared in accordance with the referenced Supplemental Conditions and furnished by the Contractor at its expense. The number of such samples and test specimens shall be entirely at the discretion of the Director.

When requested by the Director, the Contractor shall furnish, without charge, samples of Not for Construction For Council Approval
GC - 4:4
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] all material entering into the Work, and no material shall be used prior to approval by the Director, except as provided in Section 4-1.04, “Certificates of Compliance,” of these General Conditions.

A. Inspection and Access for Testing. The Contractor shall provide safe access for the Director and his or her inspectors to adequately inspect the quality of Work and conformance with the General and Supplemental Conditions. The Contractor shall provide adequate lighting, ventilation, ladders and other protective facilities as may be necessary for the safe performance of inspections.

The Contractor shall submit samples or specimens of such materials to be furnished or used in the Work as the Director may require. The Contractor shall furnish the Director all necessary labor and facilities for such things as excavation in the compacted fill to depths required to take samples.

Inspections, tests, or favorable review by the Director or others shall not relieve the Contractor from its obligations to perform the Work in accordance with the requirements of the Contract Documents.

Work covered without the favorable review or consent of the Director shall, if required by the Director, be uncovered for examination at the Contractor's expense.

If the Engineer, Architect, or Director considers it necessary or advisable that covered Work be inspected or tested by others, the Contractor, at the Director's request, will uncover, expose or otherwise make available for observation, inspection or testing as the Director may require, that portion of the Work in question, furnishing all necessary labor, materials, tools, and equipment. If it is found that such Work is defective, the Contractor will bear all the expenses of such uncovering, exposure, observation, inspection and testing and of Not for Construction For Council Approval
GC - 4:5
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] satisfactory reconstruction. If, however, such Work is not found to be defective and the Work was not covered without favorable review of the Director, the Contractor will be allowed an increase in the Contract Price or an extension of the Contract Time, or both, to cover its costs directly attributable to such uncovering, exposure, observation, inspection, testing, and reconstruction and an appropriate Change Order shall be issued.

Whenever the Contractor varies the period during which Work is carried on each Day, the Contractor shall give due notice to the Director so that proper inspection may be provided. Any Work done in the absence of the Director may be subject to rejection. Proper facilities for safe access for inspection to all parts of the Work shall at all times be maintained for the necessary use of the Director and other agents of the City. Authorized representatives and agents of the Director shall be permitted access to inspect all Work and materials wherever it is required for preparation of progress reports, and the Contractor shall provide proper facilities for such access and inspection.

It is the Contractor's responsibility to supervise the Work and complete the project in accordance with the Contract Documents. In the course of managing that effort, the Contractor shall generate its own punch lists as deemed necessary. The Director may prepare punch lists for the Director's own use in communicating with the Contractor; however, the Director shall be under no obligation to prepare punch lists for the Contractor. In general, the Director will prepare punch lists only after the Contractor has given the Director written notice that the subject Work is completed and tested in accordance with the Contract Documents and is ready for operation and/or use and/or occupancy. Failure of the Director to include an item in a punch list shall not relieve the Contractor of its duty to satisfactorily complete all Work required by the Contract Documents. Not for Construction
For Council Approval
GC - 4:6
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Upon Final Completion of the construction Work and request by the Contractor, the Director will conduct a final inspection as a basis for recommending to the City that the Work be accepted.

B. Field and Materials Testing. Where the Supplemental Conditions require Work to be specially field tested or approved, it shall be tested only in the presence of the Director after timely notice of its readiness for inspection and test, and the Work after testing shall be covered up only upon the consent thereto of the Director.

The results of any tests made are for the information of the Director. Regardless of any test results, the Contractor is solely responsible for the quality of workmanship and materials and for compliance with the requirements of the Contract Drawings and Supplemental Conditions.

Except as specifically required under the Supplemental Conditions, all tests by the Director of materials furnished by the Contractor will be done in accordance with commonly recognized standards of national organizations. The Contractor shall furnish such samples of all materials as required by the Director without charge. No material shall be used unless it has been favorably reviewed by the Director.

Where such inspection and testing are to be conducted by an independent Laboratory or agency, the sample or samples of materials to be tested shall be selected by such Laboratory or agency, or the Director, and not by the Contractor.

C. Costs of Testing.

1. Initial Services: The City shall furnish and pay for all initial testing services required by the Contract Documents. When initial tests indicate non-compliance with the Contract Documents, the cost of initial tests associated with that non-compliance will be Not for Construction For Council Approval
GC - 4:7
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] deducted by the City from the balance owed the Contractor. The Contractor shall furnish samples of materials for testing as may be required by the Director. Such samples shall be furnished without cost to the City.

2. Retesting: When initial tests indicate non-compliance with the Contract Documents, all subsequent retesting occasioned by the non-compliance shall be performed by the same testing Laboratory and the cost thereof will be deducted by the City from the balance owed the Contractor. Contractor shall be billed for each additional test.

3. Contractor Convenience Testing: Inspection or testing performed exclusively for the Contractor's convenience shall be the sole responsibility of the Contractor.

4. Additional Tests and Inspections: When in the opinion of the Director additional tests or inspections are required because of the manner in which the Contractor executes its Work, such tests and inspections shall be paid for by the City, but will be deducted from the Contract Price. Examples of such tests and inspections are tests of materials substituted for previously accepted materials or substituted for specified materials, retests made necessary by failure of material to comply with the requirements of the Specifications, load tests made necessary because of portions of the structure not fully meeting Specifications or plan requirements, etc.
4-1.04 CERTIFICATES OF COMPLIANCE. A Certificate of Compliance shall be furnished prior to the use of any materials for which the Supplemental Conditions require that such a Certificate be furnished. In addition, the Director may permit the use of certain materials or assemblies prior to sampling and testing if accompanied by a Certificate of Compliance. The Certificate shall be signed by the manufacturer of the material or the manufacturer of assembled materials and shall state that the materials involved comply in all Not for Construction For Council Approval
GC - 4:8
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] respects with the requirements of the Supplemental Conditions. A Certificate of Compliance shall be furnished with each lot of such materials delivered to the Work and the lot so certified shall be clearly identified in the Certificate.

All materials used on the basis of a Certificate of Compliance may be sampled and tested at any time. The fact that material is used on the basis of a Certificate of Compliance shall not relieve the Contractor of responsibility for incorporating material in the Work which conforms to the requirements of the Contract Documents and any such material not conforming to such requirements will be subject to rejection whether in place or not.

The Department reserves the right to refuse to permit the use of material on the basis of a Certificate of Compliance.

The form of the Certificate of Compliance and its disposition shall be as directed by the Director.

Not for Construction
For Council Approval
GC - 5:1
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 5

LEGAL RELATIONS AND RESPONSIBILITY
5-1.01 LAWS TO BE OBSERVED. The Contractor shall keep informed of and observe, and comply with and cause all of its agents and employees to observe and comply with, all prevailing Federal and State laws, and rules and regulations made pursuant to said Federal and State laws, and county and municipal ordinances, and regulations, which in any way affect the conduct of the Contract. If any conflict arises between provisions of the Contract and any such law above referred to, the Contractor shall notify the Director at once in writing. To the fullest extent allowed by law, the Contractor shall defend, indemnify, and save and hold harmless the City or any of its officers, agents, employees, and volunteers against any claim or liability arising from or based on the violation of any such law, rule, or regulation, whether by itself or its agents or employees.
5-1.02 HOURS OF LABOR. Eight (8) hours labor constitutes a legal Day's work. The Contractor or Subcontractor shall, as a penalty to City, forfeit Twenty-five Dollars ($25) for each worker employed in the execution of the contract by the respective Contractor or Subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one (1) calendar day and forty (40) hours in any one (1) calendar week in violation of the provisions of the Labor Code, and in particular, Section 1810 to Section 1815, thereof, inclusive, except that Work performed by employees of Contractors in excess of eight (8) hours per day, and forty (40) hours during any one (1) week, shall be permitted upon public work upon compensation for all hours worked in excess of eight (8) hours per day at not less than one and one-half (1-1/2) times the basic rate of pay, as provided in said Not for Construction For Council Approval
GC - 5:2
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Section 1815. In addition, Contractor and/or its Subcontractors may be required to pay double the basic rate of pay for all hours worked in excess of twelve (12) hours in any workday and under other circumstances. (See California Code of Regulations, Title 8, Sections 16100(c)(6) and (16200(a)(3)(F) and applicable Department of Industrial Relations prevailing wage determinations.)
5-1.03 NONDISCRIMINATION.

A. Attention is directed to Labor Code Section 1735, which reads as follows:
“A contractor shall not discriminate in the employment of persons upon public works on any basis listed in subdivision (a) of Section 12940 of the Government Code, as those bases are defined in Sections 12926 and 12926.1 of the Government Code, except as otherwise provided in Section 12940 of the Government Code. Every Contractor for public works who violates this section is subject to all the penalties imposed for a violation of this chapter.” B. During the performance of this Contract, Contractor and its Subcontractors shall not unlawfully discriminate against any employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation, or military and veteran status. The Contractor and Subcontractors shall insure that the evaluation and treatment of their employees and applicants for employment are free of such discrimination. The Contractor and Subcontractors shall comply with the provisions of the California Fair Employment and Housing Act (Government Code §12900, et seq.) and the applicable regulations promulgated thereunder (California Code of Regulations, Title 2, §7285.0 et seq.) and other applicable State and Federal regulations and City Not for Construction For Council Approval
GC - 5:3
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] policies pertaining to nondiscrimination and affirmative action which are incorporated into this Agreement by reference and made a part hereof as if set forth in full. The Contractor and its Subcontractors shall give written notice of their obligations under this clause to labor organizations with which they have a collective bargaining or other agreement.

C. Contractor shall include the nondiscrimination and compliance provisions of this clause in all subcontracts to perform Work under the agreement. 5-1.04 PREVAILING WAGE. The Contractor and any Subcontractor shall comply with Labor Code Sections 1770 et seq. In accordance with said Section 1775 the Contractor and any Subcontractor under the Contractor shall, as a penalty, forfeit to the state or City not more than $200 for each calendar day or portion thereof, for each worker paid less than the prevailing rate as determined by the Director of Industrial Relations for the work or craft in which such worker is employed for under the Contract by the Contractor or by any Subcontractor under the Contractor.

The amount of the penalty shall be determined by the Labor Commissioner based on consideration of both of the following: (a) whether the failure to pay the correct rate of per diem wages was a good-faith mistake and, if so, whether the error was promptly and voluntarily corrected when brought to the attention of the Contractor or Subcontractor; and (b) whether the Contractor or Subcontractor has a prior record of failing to meet its prevailing wage obligations.

The penalty may not be less than forty dollars ($40) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, unless the failure of the Contractor or Subcontractor to pay the correct rate of per diem wages was a good faith mistake and, if so, the error was promptly and voluntarily corrected when brought to the attention of the Contractor or Subcontractor. Not for Construction
For Council Approval
GC - 5:4
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] The penalty may not be less than eighty dollars ($80) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, if the Contractor or Subcontractor has been assessed penalties within the previous three (3) years for failing to meet its prevailing wage obligations on a separate contract, unless those penalties were subsequently withdrawn or overturned.

The penalty may not be less than one hundred twenty dollars ($120) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, if the Labor Commissioner determines that the violation was willful, as defined in subdivision (c) of Section 1777.1 of the Labor Code.

If the amount due under this section is collected from the Contractor or Subcontractor, any outstanding wage claim under Chapter 1 (commencing with Section 1720) of Part 7 of Division 2 of the Labor Code against the Contractor or Subcontractor shall be satisfied before applying that amount to the penalty imposed on that Contractor or Subcontractor pursuant to this section.

The determination of the Labor Commissioner as to the amount of the penalty shall be reviewable only for an abuse of discretion.

In addition to said penalty, the difference between such stipulated prevailing wage rates and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the stipulated prevailing wage shall be paid to each worker by the Contractor or Subcontractor.

If a worker employed by a Subcontractor on a public works project is not paid the general prevailing per diem wages by the Subcontractor, the Contractor is not liable for any penalties described above unless the Contractor had knowledge of that failure of the Subcontractor to pay Not for Construction For Council Approval
GC - 5:5
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] the specified prevailing rate of wages to those workers or unless the Contractor fails to comply with all of the following requirements:

1. The contract executed between the Contractor and the Subcontractor for the performance of work on the public works project shall include a copy of the provisions of Sections 1771, 1776, 177.5, 1813, and 1815 of the Labor Code.

2. The Contractor shall monitor the payment of the specified general prevailing rate of per diem wages by the Subcontractor to the employees, by periodic review of the certified payroll records of the Subcontractor.

3. Upon become aware of the Subcontractor’s failure to pay its workers the specified prevailing rate of wages, the Contractor shall diligently take corrective action to halt or rectify the failure, including, but not limited to, retaining sufficient funds due the Subcontractor for work performed on the public works project.

4. Prior to making final payment to the Subcontractor for work performed on the public works project, the Contractor shall obtain an affidavit signed under penalty of perjury from the Subcontractor that the Subcontractor has paid the specified general prevailing rate of per diem wages to its employees on the public works project and any amount due pursuant to 1813 of the Labor Code.

Pursuant to Section 1775 of the Labor Code, the Division of Labor Standards Enforcement shall notify the Contractor on a public works project within fifteen (15) Days of the receipt by the Division of Labor Standards Enforcement of a complaint of the failure of a Subcontractor on that public works project to pay workers the general prevailing rate per diem wages.

Pursuant to the provisions of California Labor Code Section 1773, the City has obtained Not for Construction For Council Approval
GC - 5:6
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] the general prevailing rate of wages applicable to the categories of workers the City anticipates will be utilized for this project 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 worker concerned or, if no collective bargaining applies, those holidays identified in Government Code Section 6700.

These 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, which is incorporated herein as a part of this Contract.

Pursuant to Labor Code Section 1773.2, the general prevailing wage rates set forth above, which forms a part of this Contract, shall be posted by the Contractor at a prominent place at the site of the Work.

Pursuant to Labor Code Section 1773.6 and California Code of Regulations Section 16204, Title 8, changes in general prevailing wage determinations shall apply to the project only if issued by the Director of Industrial Relations prior to the City’s bid issuance date.

The City will not recognize any claim for additional compensation because of the payment by the Contractor of any wage rate in excess of the prevailing wage rate set forth in the Contract. The possibility of wage increases is one of the elements to be considered by the Contractor in determining its Bid, and will not under any circumstances be considered as the basis of a claim against the City or Contract.

When both California and Federal prevailing wage rates apply, the Contractor and any Subcontractors shall pay their workers the higher of the two rates. The Contractor and any Subcontractors shall insert this clause in any lower tier contract. 5-1.05 REGISTRATION REQUIRED AS QUALIFICATION TO BID. Not for Construction For Council Approval
GC - 5:7
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 contractor 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. 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 public work pursuant to Section 1725.5.
5-1.06 PAYROLL RECORDS. The Contractor's attention is directed to the following provisions of Labor Code Section 1776. The Contractor shall be responsible for the compliance with these provisions by its Subcontractors.

A. The Contractor and each Subcontractor shall keep accurate and current payroll records, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by it in connection with the public work. Each payroll record shall contain or be verified by a written declaration that is made under penalty of perjury, stating both of the following:

1. The information contained in the payroll record is true and correct.

2. The employer has complied with the requirements of Section 1771, 1811, and 1815 for any work performed by his or her employees on the public works project.

B. The payroll records enumerated under subdivision (A) shall be available for inspection at all reasonable hours at the principal office of the Contractor on the following Not for Construction For Council Approval
GC - 5:8
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] basis:

1. A certified copy of an employee's payroll record shall be made available for inspection or furnished to such employee or his or her authorized representative on request.

2. A certified copy of all payroll records enumerated in subdivision (A) shall be made available for inspection or furnished upon request to a representative of the City, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations. The City reserves the right to withhold any progress payments to the Contractor in the event of noncompliance with the subsection.

3. A certified copy of all payroll records enumerated in subdivision (A) shall be made available upon request by the public for inspection or for copies thereof.

However, a request by the public shall be made through either the City, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. The public shall not be given access to such records at the principal office of the Contractor.

C. The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or shall contain the same information as the forms provided by the Division.

D. Each Contractor shall file a certified copy of the records enumerated in subdivision (A) with the entity that requested the records within ten (10) Days after receipt of a written request.

E. Any copy of the records made available for inspection as copies and furnished upon request to the public or any public agency by the City, the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement shall be marked or Not for Construction For Council Approval
GC - 5:9
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] obliterated to prevent disclosure of an individual's name, address and social security number.

The name and address of the Contractor awarded the Contract or Subcontractor performing the Contract shall not be marked or obliterated. Any copy of records made available for inspection by, or furnished to, a joint labor-management committee established pursuant to the federal Labor Management Cooperation Act of 1978 (Section 175a of Title 29 of the United States Code) shall be marked or obliterated only to prevent the disclosure of an individual’s name and social security number. A joint labor-management committee may maintain an action in a court of competent jurisdiction against an employer who fails to comply with Section 1774. The court may award restitution to an employee for unpaid wages and may award the joint labormanagement committee reasonable attorneys’ fees and costs incurred in maintaining the action.

An action under this subdivision may not be based on the employer’s misclassification of the craft of a worker on its certified payroll records. Nothing in this subdivision limits any other available remedies for a violation of this section.

F. The Contractor shall inform the City of the location of the records enumerated under subdivision (A), including the street address, city and county, and shall, within five (5) business days, provide a notice of a change of location and address.

G. The Contractor shall have ten (10) Days in which to comply subsequent to receipt of written notice requesting the records enumerated in subdivision (A). In the event that the Contractor or Subcontractor fails to comply within the ten (10) Day period, the Contractor shall, as a penalty to the State or City, forfeit twenty-five ($25) Dollars for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, these penalties shall be withheld from any progress payment or final payment then due. A contractor Not for Construction For Council Approval
GC - 5:10
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] is not subject to a penalty assessment pursuant to this section due to the failure of a Subcontractor to comply with this section.
5-1.07 SAFETY REQUIREMENTS. 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 shall have the authority and be solely and completely responsible for conditions on the Work 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 Work Site 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 IIPP (Illness and Injury Prevention 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 Contractor shall designate a safety officer and have in place a health and safety plan in accordance with the laws of State of California and conduct safety meetings and document them in accordance with the law. The Contractor shall have the safety record available for inspection during working hours and shall submit job site safety meeting reports with each Application for Payment.

Prior to Contractor commencing construction project work on City property, Contractor Not for Construction For Council Approval
GC - 5:11
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] shall make available copies of its Health and Safety Plan (HASP) that meets or exceeds applicable Cal/OSHA regulations. The Contractor’s HASP shall also meet or exceed the requirements of any applicable City-wide or departmental specific Injury and Illness Prevention Programs (IIPP) and other HASP programs, procedures, and plans. Potentially applicable HASP programs, procedures, and plans include, but are not limited to, the following:

1. Bloodborne Pathogens Exposure Control Plan;

2. Confined Space Entry Procedure;

3. Electrical Safety Program (Lockout/Tagout);

4. Emergency Action Plans (Site Specific);

5. Fire Prevention Plans (Site Specific);

6. Hazardous Waste Operations Emergency Response Plan (or Equivalent);

7. Hazard Communication Program (SDS’s and Right-to-Know training);

8. Heat Illness & Prevention Plan;

9. Hearing Conservation Program;

10. Hot Work/Welding Procedure;

11. Job Hazard Analyses/Standard Operating Procedures;

12. Traffic Control & Flagging;

13. Excavation/Dig Safe Procedure;

14. Fall Protection Plan;

15. Personal Protective Equipment Plan;

16. Respirable Crystalline Silica Exposure Control Plan;

17. Respirator Program;

18. Soils Management Plan (for contaminated soils); and Not for Construction For Council Approval
GC - 5:12
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

19. Transite (Asbestos) Pipe Work Procedure.

Additionally, Contractor shall be responsible for complying with all City-wide and departmental specific safety requirements as identified in the Supplemental Conditions or presented at a pre-construction meeting.

Contractor shall inform City in advance of the quantity of chemical(s) to be used for the project and the total quantity of chemical(s) that will be brought onto City property. In addition, Contractor shall provide City with one copy of the Safety Data Sheet (SDS) for each chemical expected to be used to complete the project and for each chemical brought to the Work Site, regardless of whether such chemicals are ultimately used for the project.

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 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 its operations. Not for Construction For Council Approval
GC - 5:13
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] To ensure compliance with California Labor Code Section 6705, the Contractor shall submit to the City, at least five (5) Days in advance of excavation of any trench five feet (5’) or more in depth, Working Drawings to the Director showing the design of shoring, bracing, sloping and other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. If such Working Drawings vary from the shoring system standards established by the Cal/OSHA Construction Safety Orders of the Division of Industrial Safety, the plan shall be prepared and signed by a registered civil or structural engineer in the State of California. 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 and nothing in this section shall be deemed to allow the use of a shoring, sloping or protective system less effective than that required by the Cal/OSHA Construction Safety Orders of the Division of Industrial Safety Contractor’s Working Drawings shall be subject to approval insofar as the details affect the character of the finished Work and for compliance with design requirements applicable to the construction when specified or called for, but details of the design will be left to Contractor who shall be responsible for the successful construction of the Work. The City shall approve Working Drawings before any Work involving such drawings is performed. Approval and/or 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 its registered engineer.

The Contractor shall 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 Not for Construction For Council Approval
GC - 5:14
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] contaminants in violation of the laws, rules, and regulations of the governmental entities having jurisdiction and shall bear full and exclusive responsibility for any release of hazardous or nonhazardous chemicals or substances during the course of the Work. The Contractor shall immediately report any such release to the City. The Contractor shall be solely responsible for all claims and expenses associated with the response to, removal and remediation of the release, including, without limitation, payment of any fines or penalties levied against the City by any agency as a result of such release and shall defend, indemnify, and save and hold harmless the City, its officers, agents, employees, and volunteers from any claims arising from such release.

For purposes of this section only, the term “claims” shall include:

1. All notices, orders, directives, administrative or judicial proceedings, fines, penalties, fees, or charges imposed by any governmental agency with jurisdiction; and

2. Any claim, cause of action, or administrative or judicial proceeding brought against the City, its officers, agents, employees, and volunteers for any loss, cost (including reasonable attorneys’ fees), damage or liability, sustained or suffered by any person or entity, including the City.

If the performance of the Work creates any hazardous wastes, those wastes shall be properly disposed of according to federal, state, and local laws, at the expense of the Contractor.

The Contractor shall dispose of the wastes under its own EPA Generator Number. In no event shall the City be identified as the generator. The Contractor shall notify the City of any such hazardous wastes and the City reserves the right to a copy of the results of any tests conducted on the wastes, and, at its cost, to perform additional tests or examine those wastes, prior to disposition. The Contractor shall defend, indemnify, and save and hold harmless the City, its Not for Construction For Council Approval
GC - 5:15
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] officers, agents, employees, and volunteers from any claims arising from the disposal of the hazardous wastes, regardless of the absence of negligence or other malfeasance by the Contractor. Disposal of all Hazardous Materials must be done in accordance with all laws and regulations. Copies of required regulatory documentation including copies of final manifests shall be supplied to the City.

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 including, but not limited to, California Code of Regulations Section 1529, Title 8.

Nothing in these General Conditions 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. 5-1.08 SUBSURFACE EXCAVATIONS, NOTIFICATION. The Contractor shall contact the regional notification center, “Underground Service Alert,” and schedule its Work to allow ample time for the center to notify its members and, if necessary, for any member to field locate and mark its facilities. Without limiting the foregoing, the Contractor’s attention is directed to Government Code Sections 4216 to 4216.9, and in particular Section 4216.2. 5-1.09 PUBLIC SAFETY. The Contractor shall assume all responsibility for public safety during the performance of its Work, and all costs arising therefrom shall be included in the Contract Price. Whenever the Contractor’s operations create a condition hazardous to traffic or to the public, it shall furnish, erect and maintain, at its expense, such fences, barricades, lights, signs, and other devices and take such other protective measures as are Not for Construction For Council Approval
GC - 5:16
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] necessary to prevent accidents or damage or injury to the public. The Contractor shall establish the pedestrian detours with comparable lighting to the original pedestrian areas. The Contractor shall arrange for such flaggers as are necessary to give adequate warning to traffic or to the public of any dangerous conditions affecting traffic. For Work in a public right-of-way, the Contractor shall comply with the rules and regulations of the State, County, or local agency that owns the right-of-way.

The Contractor shall promptly and fully comply with and carry out, and shall without separate charge therefor to the City, all safety and first aid requirements prescribed by all applicable Federal, State, and local laws and regulations, rules, and orders. The Work shall be done in a safe manner; and the Contractor shall safeguard the safety and health of its employees, Subcontractors, and the people of local communities. The Contractor shall also be reasonable for ensuring that its Subcontractors comply with the provisions of this section.

Upon the failure of the Contractor to comply with any of the requirements of this section, the City shall have the authority, but not the duty, to stop the Work until such failure is remedied.

The Contractor shall not be entitled to an adjustment of the Contract Time or an increase in the Contract Price due to any such suspensions.

When required by the Contract Documents, the Contractor shall construct, maintain, and remove detours for use of public traffic, without additional cost to the City, unless separate payment is specified in the Special Provisions.

The failure or refusal of the Contractor to construct and maintain detours at the proper time shall be sufficient cause for closing down the work until such detours are in satisfactory condition for use by public traffic.

Due care shall be exercised to avoid injury to existing improvements or facilities, utility Not for Construction For Council Approval
GC - 5:17
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] facilities, adjacent property and trees, shrubs, and other plants that are not to be removed.

Trees, shrubs and other plants that are not to be removed, and pole lines, fences, signs, survey markers and monuments, buildings and structures, conduits, pipe lines, sewer and waterlines, highway facilities, and any other improvements or facilities, under or above ground, that are within or adjacent to the work limit line shall be protected from injury or damage, and the Contractor shall provide and Install suitable safeguards to protect such objects from injury or damage. If such objects are injured or damaged by reason of the Contractor’s operations, they shall be replaced or restored at the Contractor’s expense. The facilities shall be replaced or restored to a condition as good as when the Contractor entered upon the Work Site, or as good as required by the Contract Documents if any such objects are part of the Work. The City may make or cause to be made such temporary repairs as are necessary to restore to service any damaged facility. The cost of such repairs shall be borne by the Contractor, and the costs may be deducted from any monies due or to become due to the Contractor under the Agreement.

The fact that any underground facilities is not shown on the Contract Drawings shall not relieve the Contractor of its responsibility pursuant to “Utility Facilities” in Section 2-1.12 elsewhere in the Contract Documents. It shall be the Contractor’s responsibility, pursuant thereto, to ascertain the location of such underground improvements or facilities, which may be subject to damage by reason of its operations.

Full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the Work involved in protecting or repairing property as specified in this section, shall be considered as included in the prices paid for the various Contract items of work and no additional compensation will be allowed therefor. 5-1.10 EMERGENCIES. In an Emergency affecting the safety of life, the Not for Construction For Council Approval
GC - 5:18
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Work, or adjoining property, the Contractor, without special instructions or authorization from the City, shall act at its discretion to prevent such threatened loss or injury. In such an Emergency, the Contractor may perform such additional work as is reasonably required. Any compensation claimed by the Contractor on account of Work performed to an Emergency shall be determined in accordance with the provisions relating to Force Account payment contained elsewhere in the Contract Documents.
5-1.11 APPRENTICES. Attention is directed to Labor Code Sections 1777.5, 1777.6 and 1777.7 and Title 8, California Code of Regulations Section 200 et seq. In accordance with Section 1777.5, the Contractor shall secure the necessary certificates and shall contribute to the apprenticeship fund or funds, a provided therein. The Contractor shall require each Subcontractor who will perform work or labor or render service to the Contractor in or about the construction of the work to fully comply with Sections 1777.5 and 1777.6 of the Labor Code. To insure compliance and complete understanding of the law regarding apprentices, and specifically the required ratio thereunder, each Contractor or Subcontractor should, where some questions exist, contact the Division of Apprenticeship Standards, , or one of its branch offices prior to commencement of Work on the public works Contract. Responsibility for compliance with this section lies with the prime Contractor.

It is State and City policy to encourage the employment and training of apprentices on public works Contracts as may be permitted under local apprenticeship standards. 5-1.12 FAIR LABOR STANDARDS ACT. Attention is invited to the fact that the City has been advised by the Wage and Hour Division, U.S. Department of Labor, that Contractors engaged in construction Work are required to meet the provisions of the Fair Labor Standards Act of 1958 and as amended (52 Stat. 1060). Not for Construction For Council Approval
GC - 5:19
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 5-1.13 WORKERS' COMPENSATION. Pursuant to the requirements of Labor Code Section 1860, the Contractor will be required to secure the payment of workers' compensation to its employees in accordance with the provisions of Labor Code Section 3700.

Prior to the commencement of Work, the Contractor shall sign and file with the Director a certification in the following form:
“I am aware of the provisions of Labor Code Section 3700 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.”
5-1.14 AIR POLLUTION CONTROL AND ASBESTOS. The Contractor shall comply with all air pollution control rules, regulations, ordinances and statutes which apply to any Work performed pursuant to the Contract, including any air pollution control rules, regulations, ordinances and statues, specified in Government Code Section 11017.

In the absence of any applicable air pollution control rules, regulations, ordinances or statutes governing solvents, all solvents, including but not limited to the solvent portions of paints, thinners, curing compounds, and liquid asphalt used on the project shall comply with the applicable material requirements of the applicable Air Quality Management District. All containers of solvent, paint, thinner, curing compound, or liquid asphalt shall be labeled to indicate that the contents fully comply with said requirements.

Unless otherwise provided in the Supplemental Conditions, material to be disposed of shall not be burned, either inside or outside the Premises.

The Contractor shall also comply with all rules, regulations, statutes and ordinances Not for Construction For Council Approval
GC - 5:20
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] regarding asbestos removal and disposal, including but not limited to, 42 U.S.C. Sections 7401, 7412 and 7601, 40 C.F.R. Part 61, Subpart M, and California Code of Regulations Section 1529, Title 8.

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. 5-1.15 USE OF PESTICIDES. The Contractor shall comply with all local, state and federal rules and regulations of the Department of Food and Agriculture, the Department of Health, the Department of Industrial Relations and all other agencies which govern the use of pesticides required in the performance of the Work.

Pesticides shall include but shall not be limited to herbicides, insecticides, fungicides, rodenticides, germicides, nematocides, bactericides, inhibitors, fumigants, defoliants, desiccants, soil sterilants, and repellents.

Any substance or mixture of substances intended for preventing, repelling, mitigating, or destroying weed, insects, diseases, rodents, or nematodes and any substance or mixture of substances intended for use as a plant regulator, defoliant or desiccant shall be considered as pesticide.
5-1.16 SOUND AND LIGHT CONTROL REQUIREMENTS. The
Contractor shall comply with all local sound control, light control, and noise level rules, regulations and ordinances which apply to any Work performed pursuant to the Contract. Work shall not begin before 7 a.m. nor occur after 7 p.m., unless otherwise permitted by the City.

Each internal combustion engine, used for any purpose on the Work or related to the Work, shall be equipped with a muffler, in good working order, of a type recommended by the manufacturer. No internal combustion engine shall be operated on the project without said Not for Construction For Council Approval
GC - 5:21
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] muffler.
5-1.17 WEIGHT LIMITATIONS. Unless expressly permitted elsewhere in the Contract Documents, the Contractor shall not operate construction equipment or vehicles of any kind which, laden or unladen, exceed the maximum weight limits set forth in Division 15 of the Vehicle Code over completed or existing base, surfacing, pavement or structures. 5-1.18 ENVIRONMENTAL CLEARANCES; MITIGATION
MONITORING PROGRAMS; AND REGULATORY AGENCY PERMIT
REQUIREMENTS. The Department will obtain all environmental clearances and other authorizations necessary for this project as set forth in the Contract Documents. The Contractor shall comply with the provisions, including giving notices during construction when required, of said authorizations. In the event the obtaining of said authorizations delays completion of all or any portion of the Work, an extension of time determined pursuant to the provisions in Section 6-1.08, “Liquidated Damages,” of these General Conditions will be granted.

Contractor shall comply with: (1) all mitigation identified in the mitigation monitoring program (attached to and adopted as a component of the mitigated negative declaration or Environmental Impact Report) to mitigate impacts to protected natural resources; and (2) all related permit requirements issued by the regulatory agencies authorizing the project. Contractor shall defend, indemnify, and save and hold harmless the City, its officers, agents, employees, and volunteers from any fines, claims, suits, actions or regulatory sanctions of every name, kind and description brought forth, or on account of, damage to protected natural resources from or arising out of Contractor’s negligence or willful misconduct in the performance of this Agreement. 5-1.19 PERMITS AND LICENSES. The Contractor acknowledges and agrees that, prior to the submission of its bid for the Work, it fully familiarized itself with the Not for Construction For Council Approval
GC - 5:22
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] requirements of all applicable federal, state, county and municipal laws, codes, rules, and regulations, as well as the conditions of any required licenses and permits.

The Contractor shall procure all permits and licenses, including any applicable building permits (except those procured or to be procured by the City which are listed elsewhere in the Contract Documents), in coordination with the Director, pay all charges and fees, and give all notices necessary and incident to the due and lawful prosecution of the Work. Contractor shall be responsible for applying, paying all fees, and coordination for obtaining all permits for completion of the Work. All permits and licenses shall be obtained in sufficient time to prevent delays to the Work. Contractor will apply to the City for reimbursement for such permits costs.

Accordingly, Contractor should not include the anticipated costs for permits in its bid, as the necessary permit costs will be reimbursed by the City.

The California Environmental Quality Act (Public Resources Code, Section 21000 to 21177) may be applicable to permits, licenses and other authorizations which the Contractor must obtain from State or local agencies in connection with performing the Work. The Contractor shall comply with the provisions of that Act in obtaining such permits, licenses and other authorizations, and all permits, licenses and other authorizations shall be obtained in sufficient time to prevent delays to the Work.

The Contractor shall maintain the applicable Contractor’s license as identified in the Notice to Contractors and City business license for the duration of the Work. 5-1.20 WATER POLLUTION. The Contractor shall comply with all water pollution control rules, regulations, ordinances and statutes which apply to any Work performed pursuant to the Contract, including any water pollution control rules, regulations, and statutes, specified by the most current State of California NPDES General Permit for Stormwater Not for Construction For Council Approval
GC - 5:23
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Discharges Associated with Construction Activity.

The Contractor shall take all necessary precaution to protect streams, vernal pools, ponds, reservoirs, and lakes from pollution with fuels, oils, bitumen, calcium chloride, and other harmful materials as consistent with the law. Also, the Contractor shall conduct and schedule operations so as to avoid discharging pollutants, such as but not limited to: sediment and silt to the storm drain system. The storm drain system consists of all facilities that are designed to convey stormwater to the Waters of the State as defined in the California Water Code. The storm drain system includes, but is not limited to, all streets, gutters, drain inlets, roadside ditches, streams, vernal pools, ponds, and lakes. Care shall be exercised to preserve roadside vegetation beyond the limits of construction.
5-1.21 PROTECTION AND USE OF PROPERTY. The Contractor shall be responsible for and provide and maintain all proper temporary walkways, covered walkways, barriers, roads, guards, railings, lights, warning signs, and take precaution at all times to avoid injury or damage to any person or any property, and upon completion of the Work, or at other times as directed, restore Premises and adjacent property to a proper condition. In the event of such injury or damage, Contractor shall report such injury and damage to City within forty-eight (48) hours of occurrence.

The Contractor shall protect adjoining property and nearby buildings, including City buildings, City roads, and public streets or roads, from dust, dirt, debris, or the nuisance arising out of the Contractor's operations or storage practices, and, if ordered by the Director, the Contractor shall provide and Install suitable safeguards, approved by the Director, to protect such objects from damage. If such objects are damaged by reason of the Contractor's operations, they shall be replaced or restored at the Contractor's expense. Not for Construction For Council Approval
GC - 5:24
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] If the Contractor damages any buildings, roads, utilities, or other property which belong to the City, or any Department or agency thereof, then the Director, at his or her option, may retain from the money due under the Contract an amount sufficient to insure repair of the damage.

The Director may make or cause to be made such temporary repairs as are necessary to restore to service any such damaged facility. The cost of such repairs shall be borne by the Contractor and may be deducted from any moneys due or to become due the Contractor under the Contract.
5-1.22 RESPONSIBILITY FOR DAMAGE AND INDEMNIFICATION.

The City of Roseville, its officers, agents, employees, and volunteers, including but not limited to the Director and his or her designee, 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 other 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, its workers, or anyone employed by the Contractor or the Contractor's 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 and hold harmless the City, and its respective officers, agents, Subcontractors, employees, and volunteers, and the successors and assigns of Not for Construction For Council Approval
GC - 5:25
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] any of them, (hereinafter referred to as “Indemnitees”) from and against all claims, demands, liability, suits, actions, costs or expenses for any and all loss or damage, including but not limited to, personal injury, property damage, or economic loss, arising out of or resulting from allegations of (1) Contractor’s use of the City’s property or any activities or Work performed hereunder by the Contractor; (2) the Contractor’s performance of the Work under the Agreement; or (3) the Contractor’s breach of any provision of the Agreement. The duty of the Contractor to indemnify and save harmless includes the duties to defend as set forth in Civil Code Section 2778. The only exception to these provisions is that the Contractor’s obligations under this section will not apply to the extent that the claims, demands, liability, suits, actions, costs or expenses are caused by Indemnitees’ active negligence, willful misconduct, criminal acts, or for defects in design furnished by the Indemnitees, misconduct, criminal acts, or for defects in design furnished by the Indemnitees.

The Contractor waives any and all rights to any type of express or implied indemnity against the City, its officers, agents, employees, or volunteers.

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.

Any person, firm or corporation that Contractor authorizes to Work on the City’s property including Subcontractors, shall be deemed to be an agent of the Contractor for purposes herein, shall be subject to all the applicable terms herein, and shall be within the scope of the Contractor’s indemnity obligation described herein. Not for Construction For Council Approval
GC - 5:26
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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 Department 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) Days’ notice of its intention to retain funds from any partial payment which may become due to the Contractor prior 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 7-1.07, “Progress Payments,” of these General Conditions.

C. If the City has 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 matter for which such retention was made, the Department shall be liable for interest on the amount retained at the legal rate of interest for the period of such retention. 5-1.23 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 Not for Construction For Council Approval
GC - 5:27
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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.

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.

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 Not for Construction For Council Approval
GC - 5:28
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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. 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 Not for Construction For Council Approval
GC - 5:29
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] (non-owned), with limits of no less than One Million Dollars ($1,000,000) per accident for bodily injury and property damage.

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 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 Not for Construction For Council Approval
GC - 5:30
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] including the losses due to fire, explosion, hail, rain, lightning, flood (separate insurance as needed), vandalism, malicious mischief, wind, collapse, aircraft, and smoke.

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.

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.

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. Not for Construction For Council Approval
GC - 5:31
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 5-1.24 OTHER INSURANCE PROVISIONS.

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.

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 Not for Construction For Council Approval
GC - 5:32
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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.

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.

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 Not for Construction For Council Approval
GC - 5:33
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 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.

J. THE CITY RESERVES THE RIGHT TO WITHHOLD ANY

PROGRESS PAYMENTS TO THE CONTRACTOR IN THE EVENT OF NONCOMPLIANCE WITH ANY INSURANCE REQUIREMENTS.
5-1.25 THIRD PARTY BENEFICIARY. No provisions in the Contract Documents shall in any way inure to the benefit any third party (including the public at large or any member thereof) so as to constitute such person a third party beneficiary of the Contract, or of any term or condition or other provision of the Contract or otherwise give rise to any cause of action in any person not a party to the Agreement, except as expressly provided elsewhere in the Contract Documents.
5-1.26 COORDINATION AND ACCESS. The Contractor acknowledges that the City may award, or has already awarded, other construction contracts for additional work or may perform additional work with its own forces and that such work may affect the Work under this Agreement. Additionally, the Contractor acknowledges that the State and other public and private agencies may be granted a right-of-entry by the City for the purpose of constructing Not for Construction For Council Approval
GC - 5:34
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] facilities within and adjacent to the Work Site. It is the obligation of the Contractor to coordinate its Work with the work of others working within or adjacent to the City’s property.

During performance of its Work, the Contractor shall not have exclusive access to or use of the work areas. The City may also require that certain facilities and areas be used concurrently by the Contractor and by other contractors working in the area. When two (2) or more contractors are employed on related or adjacent City work, each shall conduct its operations in such a manner as not to cause any unnecessary delay or hindrance to the other.

Each contractor shall be responsible to the other for all damage to any work, to persons or property caused to the other by its operations, and for loss caused the other due to any unnecessary delays or failure to finish the work within the time specified for completion.

If any party of the Contractor’s Work depends on the work of any other contractor and/or the City for proper execution and/or results, the Contractor shall promptly notify the City of any discrepancies and/or defects in said other work that would render its work unsuitable for proper execution and/or results prior to proceeding with the Contractor’s own Work. If it becomes necessary, the City will resolve coordination and access problems.

The Contractor and its representative in charge of the Work shall familiarize themselves with the City’s property and Work Site, and adjacent surroundings in the vicinity of said Wok, and any private or public operations on adjoining properties. 5-1.27 OCCUPANCY BY THE DEPARTMENT PRIOR TO
ACCEPTANCE. The City may at any time notify the Contractor in writing that it intends to take Beneficial Occupancy of any portion of the Work even though the Work may not be substantially complete. Unless the reason for the City’s taking Beneficial Occupancy is that the Contractor has not completed the Work (or portions thereof) in accordance with the Contract Not for Construction For Council Approval
GC - 5:35
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Time, the City’s Beneficial Occupancy shall relieve the Contractor from its responsibility for maintenance, loss or damage to that portion of the Work for which the City has taken Beneficial Occupancy other than that resulting from the Contractor’s act or omission, negligence, willful misconduct or breach of warranty.

Should the Work (or portion thereof) not be completed in accordance with the Construction Schedule within the Contract Time (as adjusted under the terms of the Contract Documents), the City shall have the right, but not the obligation, to take Beneficial Occupancy of the Work. In such event, the Contractor shall not be entitled to any additional compensation on account of said occupancy by the City, nor shall the Contractor be relieved of any of its responsibilities under the Contract Documents, including, without limitation, Contractor’s obligation to complete the Work in accordance with the Construction Schedule.

Beneficial Occupancy shall not be deemed an Acceptance by the City either of the Work or of any portion thereof, nor will it relieve the Contractor of full responsibility for correcting defective Work or materials found at any time before the formal written Acceptance of the entire Contract by the Director or during the full warranty period after such Acceptance, as provided in Section 7-1.12, “Warranty,” of these General Conditions.

The City’s Beneficial Occupancy shall not relieve the Contractor of its responsibility to maintain all insurance and bonds required under the Contract Documents until the entire project is accepted by the City.
5-1.28 RIGHT TO OPERATE UNSATISFACTORY FACILITIES AND
EQUIPMENT. If, after Installation, the operation or use of the facilities or equipment to be furnished under this Contract proves to be unsatisfactory to the Director, the City shall have the right to operate and use such facilities or equipment until they can, without damage to the City, Not for Construction For Council Approval
GC - 5:36
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] be taken out of service for correction or replacement. Such period of use of the defective facilities or equipment, pending correction or replacement, shall in no way decrease the warranty period required for the acceptable corrected or replaced facilities or equipment. 5-1.29 CONTRACTOR'S RESPONSIBILITY FOR THE WORK. Except as otherwise provided herein, the Contractor shall have the charge and care of the Work and shall bear the risk of injury or damage to any part of the Work by the action of the elements or from any other cause whether arising from the execution or from the nonexecution of the Work until the Acceptance of the Contract by the Director. The Contractor shall rebuild, repair, restore, and make good all injuries or damages to any portion of the Work occasioned by any cause before its completion and Acceptance, and shall bear the expense thereof. In case of suspension of Work from any cause whatever, the Contractor shall be responsible for the Work and it shall also be responsible for all materials, and shall properly store them if necessary, and shall provide suitable drainage and erect temporary structures where necessary.

The Contractor will be relieved of responsibility for any injury or damage to the Work caused by the following:

A. An earthquake in excess of a magnitude of 3.5 on the Richter Scale or a tidal wave, when the effect of such has been proclaimed a disaster or state of emergency by the Governor of the State of California or by the President of the United States, or was of such magnitude at the site of the Work as to have been sufficient to have caused a proclamation of disaster or state of emergency, had it occurred in a populated area.

B. Occupancy and use by the Department or the public prior to the completion of the entire project.

C. Acts of the Federal Government or the public enemy. Not for Construction For Council Approval
GC - 5:37
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 5-1.30 RESPONSIBILITY FOR UTILITIES. The Contractor shall be responsible at its own cost for any and all Work, expense or special precautions caused or required by the existence or proximity of utilities encountered in performing the Work, including without limitation, repair of any or all damage and all hand or exploratory excavation required.

The Contractor is cautioned that such utilities may include communication cables or electrical cables which may be high voltage, and when working or excavating in the vicinity of such cables, or the ducts enclosing such cables, the Contractor shall undertake at its own cost any special precautions required. Suitable warning signs, barricades, and safety devices shall be erected as necessary or required.

However, if during the course of the Work the Contractor encounters utility Installations which are not shown or indicated in the Contract Documents or which are found in a location substantially different from that shown, and such utilities are not reasonably apparent from visual examination, then the Contractor shall promptly notify the Director in writing. Where necessary for the Work of the Contract, the Director shall issue a written order to the Contractor to make such adjustments, rearrangement, repair, removal, alteration, or special handling of such utility, including repair of the damaged utility. The Contractor shall perform the Work described in such written order, and compensation therefor will be made in accordance with Section 3 of these General Conditions relating to changes in the Work. Except for the items of cost specified in said Section 3, the Contractor shall receive no compensation for any other cost, damage, delay, interference, or hindrance to him or her due to the presence of such utility. If the Contractor fails to give the notice specified above and thereafter acts without instructions for the Director, then the Contractor shall be liable for any or subsequent to discovery thereof, and the Contractor shall repair and make good such damage at its own cost. Not for Construction For Council Approval
GC - 5:38
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] The precise location of underground facilities can only be determined by careful probing or hand digging in compliance with Article 6 of the Cal/OSHA Construction Safety Orders which states in part:
“Prior to opening an excavation, effort shall be made to determine whether underground installations, i.e., sewer, water, fuel, electric lines, etc., will be encountered, and if so, where such underground installations are located. When the excavation approaches the approximate location of such an installation, the exact location shall be determined by careful probing or hand digging, and, when it is uncovered, adequate protection shall be provided for the existing installation.” The location of known existing utilities and pipelines are shown on the Contract Drawings in their approximate locations. Some of the locations include multiple conduits. The Contractor shall exercise care in avoiding damage to those facilities which are to remain in service subsequent to the construction of the particular new facility involved and the Contractor will be held responsible for any repairs if damaged. The Contractor shall also exercise care in maintaining those pipes and facilities required for continuing operation of the existing facilities until such time as they can be abandoned. There is no guarantee that all utilities or obstructions are shown on the Contract Drawings or that the locations indicated are accurate.

The Contractor shall exercise extreme caution in working in the area adjacent to the existing pipelines and utility services. It is essential that all the existing facilities be maintained in service. Construction of the connections between the existing facilities and the new facilities shall be at times and during periods acceptable to the City. The Contractor shall advise the Director in writing of its proposed Construction Schedule for these connections at least fortyeight (48) hours in advance. Not for Construction For Council Approval
GC - 5:39
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] The Contractor shall uncover all piping and conduits, to a point one foot (1') below the pipe, where crossings, interferences, or connections are shown on the Contract Drawings, prior to trenching or excavating for any pipe or structures, to determine actual elevations. New pipelines shall be laid to such grade as to clear all existing facilities which are to remain in service. If the Contractor does not expose all required utilities, it shall not be entitled to additional compensation for Work necessary to avoid interferences nor for repair to damaged utilities. Excavations around underground electrical ducts and conduits shall be performed using extreme caution to prevent injury or damage to workers and to the electrical ducts or conduits. 5-1.31 PROPERTY RIGHTS IN MATERIALS. Nothing in the Contract shall be construed as vesting in the Contractor any right of property in the materials used after they have been attached or affixed to the Work or soil or after partial payment has been made as provided in Section 7-1.07, “Progress Payments,” of these General Conditions for material delivered on the ground or stored subject to or under the control of the City and unused. All such material shall become the property of the City upon being so attached or affixed or upon payment for materials delivered on the ground or stored subject to or under the control of the City and unused, as provided in said Section 7-1.07.
5-1.32 COURT ORDERED DELAY. If, pursuant to court order, the Department temporarily suspends performance of all or any portion of the Work, an extension of time determined pursuant to the provisions in Section 6-1.08, “Liquidated Damages,” of these General Conditions will be granted.
5-1.33 NO PERSONAL LIABILITY. Neither the Director, nor any other officer or authorized employee of the City, shall be personally responsible for any liability arising under or by virtue of the Contract. Not for Construction For Council Approval
GC - 5:40
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 5-1.34 RIGHTS IN LAND AND IMPROVEMENTS. The Contractor shall make no arrangements with any person or entity to permit occupancy or use of any land, structure or building within the limits of the Work, for any purpose whatsoever, either with or without compensation, in conflict with any agreement between the City and any third party owner, former owner, or tenant of such land, structure or buildings. The Contractor shall not occupy City-owned property outside the limit of the Work shown on the Contract Drawings unless it obtains prior approval.
5-1.35 ANTITRUST CLAIMS. The Contractor’s attention is directed to the following provision of Public Contract Code Section 7103.5(b), which is applicable to the Contractor and its Subcontractors:
“ In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C.

Sec. 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract.

This assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgement by the parties.”
5-1.36 RIGHTS TO DRAWINGS, TECHNICAL DATA PATENTS. Shop Not for Construction For Council Approval
GC - 5:41
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Drawings and Working Drawings submitted to the City by the Contractor, Subcontractor or any lower tier Subcontractor pursuant to the Agreement, are the property of the City and the City may use, and disclose in any manner and for any purpose, Shop Drawings and Working Drawings delivered under the Contract.

Technical Data including manuals or instructional materials, computer or microprocessor software which are delivered or submitted to the City by the Contractor, Subcontractor, or any lower tier Subcontract pursuant to the Contract are the property of the City, and the City may use or disclose same in any manner and for any purpose.

The Contractor shall assume all costs arising from the use of patented materials, equipment, devices, or processes used on or incorporated in the Work, and shall defend, indemnify and save and hold harmless the City, and its duly authorized representatives, from all suits at law, or in equity, and actions of every nature for, or on account of the use of any patented materials, equipment, devices or processes. In case some materials, equipment, devices or processes are held to constitute an infringement and their use enjoined, the Contractor, at its expense, shall:

1. Secure for the City the right to continue using said materials, equipment, devices or processes by suspension of the injunction or by procuring a license or licenses; or

2. Replace such materials, equipment, devices, processes; or

3. Modify them so that they become non-infringing or remove the enjoined materials, equipment, devices or processes and refund the sums paid therefor without prejudice to any other rights of the City.
5-1.37 PAYMENT OF TAXES. Contractor shall pay all taxes and duties applicable to and assessable against any Work, equipment, materials, services, processes, and Not for Construction For Council Approval
GC - 5:42
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] operations incidental to or involved in the Agreement, including but not limited to, retail sales and use, transportation, export, import, business, and special taxes. The Contractor is responsible for ascertaining and acquainting itself with such taxes and making all necessary arrangements to pay them. The Contractor will maintain records that are auditable records, and these records shall be subject to the City’s review to verify that Contractor’s tax payments are current at all times.

The Contract Price paid for the Work shall include full compensation for all taxes which the Contractor is required to pay, whether imposed by Federal, State or local government, including, without being limited to, Federal excise tax. No tax exemption certificate nor any document designed to exempt the Contractor from payment of any tax will be furnished to the Contractor by the Department, as to any tax on labor, services, materials, transportation, or any other items furnished pursuant to the Contract.

The Contractor shall withhold and pay any and all sales and use taxes, withholding taxes, whether Federal, State, or local, Social Security taxes, State Unemployment Insurance charges and all other taxes which are now or hereafter may be required to be paid or withheld under any laws.
5-1.38 GRATUITIES AND CONFLICT OF INTEREST. The Contractor shall not offer or provide gratuities in the form of gifts, entertainment, loans, meals, rewards, and/or services to representatives of the City, including but not limited to, officers, employees, agents, Engineering Service Consultants, Consulting Engineers and Architects, Inspectors and/or Testing Agencies retained by the City. If it is found that the Contractor has violated this provision, the Contract may be subject to termination for default as defined elsewhere in these General Conditions. Not for Construction
For Council Approval
GC - 5:43
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] During the term of the Contract and until the final payment has been made to the Contractor, the Contractor shall not employ or compensate in any manner whatsoever, the City’s officers, employees and authorized representatives, agents, and any Engineering Service Consultants, Consulting Engineers and Architects, Inspectors, and/or Testing Agencies retained by the City. Any exception to the employment or compensation to any of the above named parties must be made in writing by the City. If the Contractor offers or provides employment or compensation to those named above during the term of the Contract, the Contract may be subject to termination for default.
5-1.39 COOPERATION. Should construction be under way by City forces or other forces or by other Contractors within or adjacent to the limits of the Work or should Work of any other nature be under way by such forces within or adjacent to said limits, the Contractor shall cooperate with all such forces to the end that any delay, interference or hindrance to their Work will be avoided. The right is reserved to perform other or additional Work at or near the site at any time, by the use of such forces.
5-1.40 DIGGING TRENCHES OR OTHER EXCAVATIONS. In the event any work involves digging trenches or other excavations that extend deeper than four feet (4’) below the surface, City and Contractor shall comply with the following:

A. The Contractor shall promptly, and before the following conditions are disturbed, notify City in writing of any:

1. Material that the Contractor believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law. Not for Construction
For Council Approval
GC - 5:44
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

2. Subsurface or latent physical conditions at the site differing from those made available to Contractor for inspection as provided in the project proposal.

3. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in Work of the character provided for in the Contract.

B. The City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in the Contractor’s cost of, or the time required for, performance of any part of the Work shall issue a Change Order under the procedures described in the Contract.

C. In the event that a dispute arises between the City and the Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the Contractor’s cost of, or time required for, performance of any part of the Work, the Contractor shall not be excused from any scheduled completion date provided for by the Contract, but shall proceed with all work to be performed under the Contract. The Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the contracting parties. However, no claim of the Contractor under this clause shall be allowed unless the Contractor has given the notice required by this Section. No claim by the Contractor for an equitable adjustment hereunder shall be allowed if asserted after final payment under this Contract. 5-1.41 CONTRACTOR REGISTRATION. No contractor or subcontractor may work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. During the performance of this Contract, the Contractor and its subcontractors shall have a continuing legal obligation to maintain current Not for Construction For Council Approval
GC - 5:45
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] registration with the Department of Industrial Relations. The Contractor is hereby notified that this project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
5-1.42 CITY OF ROSEVILLE ENCROACHMENT PERMITS AND
RIGHTS-OF-WAY. 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 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 and City Engineer.

To the extent indicated in the Contract Drawings, the City will provide the rights-of-way over private lands or the site to enable the Contractor to perform its work. The Contractor shall be solely responsible for securing any additional rights-of-way desired by the Contractor. The City will not be a party to nor assume any liability for any separate agreements reached between the Contractor and any third parties with respect to these additional rights-of-way. The Contractor shall procure evidence that agreements are in place with said third parties before the Contractor uses those areas covered by the agreements. Any damage to such private lands caused by the Contractor’s operations shall be the sole responsibility of the Contractor.

Not for Construction
For Council Approval
GC - 6:1
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 6

PROSECUTION AND PROGRESS
6-1.01 SUBLETTING AND SUBCONTRACTING. The Contractor shall be responsible for all Work performed under the Contract. The Contractor shall give its personal attention to the fulfillment of the Contract and shall keep the Work under its control. Nothing in the Contract Documents shall create any contractual relationship between the City and any Subcontractor. The Contractor is fully responsible to the City for the acts and omissions of its Subcontractors of any tier. When any Subcontractor fails to prosecute a portion of the Work in a manner satisfactory to the Director, that Subcontractor shall not again be employed on the Work.

Although the sections of the Contract may be arranged according to various trades, or general grouping of the Work, the Contractor is not obligated to sublet the Work in such manner. The Director will not arbitrate disputes among Subcontractors or between Contractor and one or more Subcontractors concerning responsibility for performing any part of the Work.

The on-site production of materials produced by other than the Contractor’s own forces shall be considered as subcontracted. The erection, establishment or reopening of on-site plants for production of materials and the operation thereof in the production of materials for use on the Work shall conform to the requirements relating to labor set forth in the Contract Documents.

The Contractor shall also be responsible for coordinating the Work performed by Subcontractors and Suppliers.

The Contractor shall not substitute any person as Subcontractor in place of a Subcontractor listed on its bid proposal without the written approval of the Director.

Substitutions must be in accordance with the provisions of the “Subletting and Subcontracting Not for Construction For Council Approval
GC - 6:2
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Fair Practices Act” beginning with Public Contract Code Section 4100. Violations of this Act by the Contractor may subject it to penalties which may include cancellation of Contract, Assessment of ten percent (10%) of the Subcontractor's bid, and disciplinary action by the Contractors State License Board.

The Contractor shall pay any Subcontractors approved by the City for work that has been satisfactorily performed no later than seven (7) Days from the date of Contractor’s receipt of progress payments by the City. Within seven (7) Days after receipt from the City of funds attributable to work performed by a Subcontractor, Contractor shall release any retainage payments withheld to the Subcontractor. In the event Contractor does not make progress payments or release retention to Subcontractors in accordance with the time period specified herein, Contractor may be subject to prompt payment penalties per statute. 6-1.02 ASSIGNMENT. The performance of this Contract may not be assigned, except upon the written consent of the City Council of the City of Roseville. Consent will not be given to any proposed assignment which would relieve the original Contractor or its surety of their responsibilities under the Contract nor will the City consent to any assignment of a part of the Work under the Contract.

The Contractor may assign moneys due or to become due to it under the Contract and such assignment will be recognized by the City, if given proper notice thereof, to the extent permitted by law, but any assignment of moneys shall be subject to all proper set-offs in favor of the City and to all deductions provided for in the Contract and particularly all money withheld, whether assigned or not, shall be subject to being used by the City for the completion of the Work in the event that the Contractor should be in default therein. 6-1.03 BEGINNING OF WORK. After the execution of the Contract by both Not for Construction For Council Approval
GC - 6:3
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] parties, the City will issue the Notice to Proceed upon its determination that it is appropriate for the Contract Time to commence.

The Contractor shall begin Work within fifteen (15) Days after receiving the Notice to Proceed from the Director, subject to the requirements stated elsewhere in the Contract Documents regarding, among other things, the submittal of Baseline Schedule, and shall diligently prosecute the same to completion within the time limit provided in the Supplemental Conditions. Contractor shall also achieve any and all Contract milestones as described elsewhere in the Contract Documents.

The Contractor shall notify the Director, in writing, of its intent to begin Work at least seventy-two (72) hours before Work is begun. The notice shall be delivered to the Director and shall specify the date the Contractor intends to start. If the project has more than one (1) location of Work, a separate notice shall be given for each location.

The Contractor is not authorized to perform any Work until it has received a Notice to Proceed from the City. Should the Contractor begin Work in advance of receiving notice that the Contract has been approved as above provided, any Work performed by it in advance of the said date of approval shall be considered as having been done by the Contractor at its own risk and as a volunteer unless said Contract is so approved thereafter. 6-1.04 PROGRESS SCHEDULE.

A. Preliminary Progress Schedule. The Contractor shall submit to the Director, within twenty (20) Days after date of the Notice to Proceed, a Preliminary Progress Schedule covering the Contractor's activities over the first three (3) months of operation in detail and the remainder of the project in summary. The Preliminary Progress Schedule shall schedule the project within the Contract Time for completion of the Work, and shall be subject to Not for Construction For Council Approval
GC - 6:4
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] favorable review by the Director.

B. CPM Schedule. The Contractor shall submit an acceptable Critical Path Method (CPM) Schedule to the Director within thirty (30) Days after the receipt of the Notice to Proceed. Subsequent revisions to said schedule shall be submitted as set forth hereinafter. The requirement for the CPM schedule is included to allow for adequate planning and execution of the Work, to determine the critical nature of delays, and to assist the Director in appraising the reasonableness of the proposed schedule and evaluating progress of the Work. The CPM schedule submitted under this Section shall utilize a CPM format, either the precedence or arrow diagramming method. The definitions of CPM terms and functions shall be as provided in the Associated General Contractors of America book CPM in Construction, A Manual for General Contractors, or a favorably reviewed alternative publication or reference. No progress payment will be made prior to submission and acceptance of the CPM Schedule.

1. The CPM schedule system shall consist of diagrams and accompanying mathematical analyses. The diagrams shall show elements of the project in detail and an entire project summary. Diagrams shall show the order and interdependence of activities and sequence in which the Work is to be accomplished as planned by the Contractor. The basic concept of a network analysis diagram shall be followed to show how the start of a given activity is dependent on the completion of preceding activities and its completion restricts the start of following activities. Detailed network activities shall include, in addition to construction activities, the submittal and favorable review of samples of material and Shop Drawings, the procurement of critical materials and equipment, fabrication of special material and equipment, and their Installation and testing. All activities of the City and the Director that affect progress and required Contract dates for completion of all or parts of the Work shall be shown. The Not for Construction For Council Approval
GC - 6:5
[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] selection and number of activities shall be subject to favorable review by the Director. Summary networks shall be time scaled. Durations shall be in Days and shall not exceed fifteen (15) Days, except for submittal and delivery items. Where the duration of continuous Work exceeds fifteen (15) Days, Work items in the Construction Schedule shall be subdivided by location, approximate stationing or other sub-element of the Work.

Roseville City CouncilSeptember 7, 2022

Roseville City Council
September 7, 2022