Norco City Council
October 2, 2024

AGENDA
City Council
Wednesday, October 2, 2024
City Council Chamber – Norco City Hall
2820 Clark Avenue, Norco, CA 92860
CALL TO ORDER 6:00 PM
ROLL CALL Kevin Bash, Mayor
Greg Newton, Mayor Pro Tem
Katherine Aleman, Council Member
Robin Grundmeyer, Council Member
Berwin Hanna, Council Member

CLOSED SESSION

PUBLIC EMPLOYMENT
Title: City Manager

CONFERENCE WITH LABOR NEGOTIATORS
Agency designated representatives: Mayor and Mayor Pro Tem Unrepresented employee: City Attorney

CONFERENCE WITH REAL PROPERTY NEGOTIATORS
Property: Silverlakes Sports Park
Agency negotiator: Interim City Manager
Negotiating parties: City of Norco and Balboa Management Group LLC.

Under negotiation: Price and Terms

CONFERENCE WITH LEGAL COUNSEL-INITIATION OF LITIGATION
Initiation of litigation pursuant to paragraph (4) of subdivision (d) of Section 54956.9: (1 Potential Case)

CONFERENCE WITH LABOR NEGOTIATOR
Agency designated representative: Interim City Manager Lisette Free Employee organization: Utility Workers Union of America, AFL-CIO Local 606 RECONVENE PUBLIC SESSION 7:00 PM

REPORT OF ACTION(S) TAKEN IN CLOSED SESSION
PLEDGE OF ALLEGIANCE Council Member Grundmeyer
INVOCATION Pastor Robert Vega
Beacon Hill Assembly of God
City Council Agenda - October 2, 2024
PRESENTATIONS Hispanic Heritage Month Proclamation
- Grupo Folklorico Tradicion Mexicana
Kids Fun Day - Sandra Acevedo
EAT Center Programs Update

1. CITY COUNCIL REPORTS ON REGIONAL BOARDS

2. PUBLIC COMMENTS
This is the time when persons wishing to address the presiding governmental body regarding the Consent Calendar, Legislative Matters or items within the subject matter jurisdiction of the legislative body. Please submit a speaker card to the Meeting Clerk. Please limit comments to three minutes or less. The Ralph M. Brown Act limits the governmental body’s ability to respond to comments on non-agendized matters at the time such comments are made. The governmental body shall not discuss or act relative to any general public comment.

3. CONSENT CALENDAR
All items listed under the Consent Calendar are considered to be routine and may be enacted by one motion. Prior to the motion to consider any action by the presiding governmental body, any public comments on any of the Consent Items will be heard. There will be no separate action unless members of the governmental body request specific items be removed from the Consent Calendar. Items removed from the Consent Calendar will be separately considered under Item 4 of the Agenda.

3.A. Waive Reading of all Ordinance Adoptions on this Agenda and Read by Title Only
RECOMMENDATION:

Waive reading, by title only, of all Ordinances and Resolutions. Said Ordinances and Resolutions which appear on the agenda shall be determined to have been read by title and further reading waived.

Staff Report - Pdf

3.B. Approval of City Council Regular Meeting Minutes
RECOMMENDATION:

Approve the City Council Regular Meeting Minutes of September 18, 2024.

Staff Report - Pdf

City Council Agenda - October 2, 2024

3.C. Amended Cooperative Funding Agreement between the City of Norco and the Riverside County Flood Control & Water Conservation District for the Norco Citation Drive Storm Drain Project
RECOMMENDATION:

Approve the Amended Cooperative Funding Agreement with Riverside County Flood Control & Water Conservation District (RCFC & WCD) to design and construct the Norco Citation Drive Storm Drain Project, subject to non-substantive changes and approval by the Riverside County Board of Supervisors; and authorize the Mayor to execute the agreement.

Staff Report - Pdf

3.D. Acceptance of the 2023-24 Equestrian Trail Fence Project as Complete RECOMMENDATION:

Accept the 2023-24 Equestrian Trail Fence Project as complete and authorize the City Clerk to file the Notice of Completion with the County of Riverside.

Staff Report - Pdf

3.E. Acceptance of Bids, Approve Project Plans, and Award Contract for the City Hall Lobby and Security Upgrade Project
RECOMMENDATION:

Accept bids, approve project plans, and award contract to Estate Design and Construction in the amount of $297,801; and authorize the Interim City Manager to approve contract change orders up to 10% of the original contract.

Staff Report - Pdf

3.F. Certificate of Achievement for Excellence in Financial Reporting Award RECOMMENDATION:

Receive and File
Staff Report - Pdf

4. ITEM(S) PULLED FROM CONSENT CALENDAR

5. DISCUSSION / ACTION ITEM(S)

City Council Agenda - October 2, 2024
Order of Presentation for Discussion Items:

1. Staff Report Presentation

2. Council Questions of Staff

3. Public Comment

4. Council Discussion and Action

5.A. Disposition of City Council Regular Meeting of October 16, 2024 RECOMMENDATION:

Cancel October 16, 2024 Regular City Council Meeting.

Staff Report - Pdf

6. CITY COUNCIL / STAFF COMMUNICATIONS

7. ADJOURNMENT
In compliance with the Americans with Disabilities Act, any person who requires a modification or accommodation in order to participate in this meeting is encouraged to contact the City Clerk’s Office at (951) 270-5623 or [email protected] at least 48 hours prior to the meeting so that reasonable arrangements can be made to ensure accessibility. Staff reports are on file in the City Clerk’s Office.

Any writings or documents provided to a majority of the presiding governmental body regarding any item on this agenda will be available for public inspection at the City Clerk’s Office during normal business hours at Norco City Hall, located at 2870 Clark Avenue in Norco. The meeting is recorded.

City Council

STAFF REPORT
Date: October 2, 2024 Agenda Item:

3.A.

To: Honorable Mayor and City Council Members
From: Dana Roa, City Clerk
Prepared By: Sophia Thompson, Deputy City Clerk
Department: City Clerk
SUBJECT:

Waive Reading of all Ordinance Adoptions on this Agenda and Read by Title Only RECOMMENDATION:

Waive reading, by title only, of all Ordinances and Resolutions. Said Ordinances and Resolutions which appear on the agenda shall be determined to have been read by title and further reading waived.

REVIEWED AND APPROVED BY:

City Council

STAFF REPORT
Date: October 2, 2024 Agenda Item:

3.B.

To: Honorable Mayor and City Council Members
From: Dana Roa, City Clerk
Prepared By: Sophia Thompson, Deputy City Clerk
Department: City Clerk
SUBJECT:

Approval of City Council Regular Meeting Minutes
RECOMMENDATION:

Approve the City Council Regular Meeting Minutes of September 18, 2024.

REVIEWED AND APPROVED BY:

Approved by: Lisette Free, Interim City Manager
ATTACHMENT(S):

Draft City Council - Sep 18 2024 - Minutes

MINUTES
City Council
Wednesday, September 18, 2024
City Council Chamber – Norco City Hall
2820 Clark Avenue, Norco, CA 92860
CALL TO ORDER 5:30 PM
ROLL CALL Kevin Bash, Mayor
Greg Newton, Mayor Pro Tem
Katherine Aleman, Council Member
Robin Grundmeyer, Council Member
Berwin Hanna, Council Member

CLOSED SESSION

CONFERENCE WITH REAL PROPERTY NEGOTIATORS
Property: Silverlakes Sports Park
Agency negotiator: Interim City Manager
Negotiating parties: City of Norco and Balboa Management Group LLC.

Under negotiation: Price and Terms

CONFERENCE WITH REAL PROPERTY NEGOTIATION
Property: APN 131-130-026
Agency negotiators: Interim City Manager
Under negotiation: Price and Terms

CONFERENCE WITH REAL PROPERTY NEGOTIATORS
Property: APNs 126-050-002, 126-050-004, 129-380-010
Agency negotiator: City Manager, Director of Community Development, City Attorney, Special Counsel Vega
Negotiating parties: City of Norco and Jimmy Previti's Frontier Communities Under negotiation: Price and Terms of Payment
RECONVENE PUBLIC SESSION 7:30 PM

REPORT OF ACTION(S) TAKEN IN CLOSED SESSION
City Attorney Burns stated that there were no reportable actions taken in closed session.

PLEDGE OF ALLEGIANCE Council Member Aleman
INVOCATION Pastor Jason Davitt
Calvary Chapel Norco

City Council Minutes - September 18, 2024
PRESENTATIONS Animal Rescue Recognition

National Preparedness Month
Proclamation

1. CITY COUNCIL REPORTS ON REGIONAL BOARDS
The Mayor, Mayor Pro Tem and Council Members provided reports on their recent individual participation in committees, commissions, regional boards, and community organizations.

2. PUBLIC COMMENTS

Geoff Kahan Spoke regarding the 10-year Anniversary of the flag raising at the George Ingalls Veterans Memorial and reminded community of future events.

Mayor Bash asked that the video of the flag raising be shown.

Sgt Eckhoff spoke regarding the process of retiring American flags in Norco, there are 4 boxes where you can deposit them and they will be taken care of, Fire Station 47, Fire Station 57, Kahoots, and Tractor Supply. Norco Family Funeral Home is retiring flags as a courtesy to the Veterans.

Bonnie Slager reminded the community about the RURAL and NHA Candidates Night at Nellie Weaver Hall on Thursday September 19, 2024.

Bill Naylor recognized all of the volunteers that we have in Norco, thanking them for stepping up to support the community. He thanked the trail maintenance volunteer crews and the Public Works trail crew for all the hard work.

Lacey Matson spoke regarding Local 606, addressing health benefits, PERB Charge, and new hire benefits. She provided a copy of an email addressing Class and Comp from previous City Manager. She stated that there are 5 Local 606 members that have not been brought up to the 7%.

Luke Matson stated he would like to meet with each Council Member to discuss Local 606 concerns and not during public comment. He stated he would like to discuss the 5 Local members that have not received raises in the new Comp Study and get the MOU resolved.

Dillon Wemple discussed how the City Council can be proactive for Norco needs related to infrastructure and flexibility with parking regulations.

City Council Minutes - September 18, 2024

3. CONSENT CALENDAR
a) Approval of Consent Calendar as Presented.

Council Member Aleman pulled Item 3.C.

Mayor Pro Tem Newton pulled Item 3.G.

Following discussion motion was made.

M/S HANNA/BASH Approve Consent Calendar as presented with Items 3.C. and

3.G. pulled for discussion. The Motion was carried by the following roll call vote:

AYES: BASH, NEWTON, ALEMAN, GRUNDMEYER, AND HANNA
NOES: NONE
ABSENT: NONE
ABSTAIN: NONE

3.A. Waive Reading of all Ordinance Adoptions on this Agenda and Read by Title Only
Action: Waived reading, by title only, of all Ordinances and Resolutions. Said Ordinances and Resolutions which appear on the agenda shall be determined to have been read by title and further reading waived.

3.B. Approval of City Council Regular Meeting Minutes
Action: Approved the City Council Regular Meeting Minutes of September 04, 2024.

3.D. Approval Request for Supplemental Agreement Extension for CDBG Funding Action: Approved the Community Development Block Grant (CDBG) supplemental agreement extension request for the Community Center Park ADA Synthetic Pouredin-Place Surface Project.

3.E. Acceptance of Bids and Award of Contract for the Pikes Peak Park ADA Synthetic Poured-In-Place Surfacing Project
Action: Accepted bids and awarded a contract to Pacific Tide Construction in the amount of $447,904; and authorized the Interim City Manager to approve contract change orders up to 10% of the original contract.

City Council Minutes - September 18, 2024

3.F. Accept Bids, Reject Bid Protest, Approve Project Plans, and Award of Contract for the Moreno Arena Bleacher Support Pad Replacement Project Action: Accepted bids, rejected bid protest, approved project plans, and awarded the contract to Metrocell Construction, Inc. for the Moreno Arena Bleacher Support Pad Replacement Project in the amount of $265,900; authorized the Interim City Manager to approve contract change orders up to 10% of the original contract.

3.H. Recap of Actions Taken by the Planning Commission at its Meeting Held on September 11, 2024
Action: Received and filed the recap of actions taken by the Planning Commission at its meeting held on September 11, 2024.

4. ITEM(S) PULLED FROM CONSENT CALENDAR

3.C. Consideration of a letter requesting for Veto of Assembly Bill 98 - AB 98 (Carillo J., Reyes): Planning and Zoning: Logistic Use: Truck Routes

Council Member Aleman discussed AB 98 and facts pertaining to it. She addressed items in the letter that she agreed with and disagreed with.

Mayor Bash asked about the circulation element.

Community Development Director Robles answered questions related to the circulation element.

Mayor Pro Tem Newton had questions related to set back standards.

Community Development Director Robles answered questions related to set back standards.

Council Member Aleman discussed there was little community or group outreach regarding the letter.

Council Member Grundmeyer agreed with Council Member Aleman’s changes.

There were no Public Comments

Motion was made to send letter with removing points 1,2,3 and keeping points 4,5,6.

City Council Minutes - September 18, 2024
M/S ALEMAN/NEWTON Approve a letter to e Governor's Office requesting for veto of AB 98 (Carillo J., Reyes) removing items 1,2,3. The Motion was carried by the following roll call vote:

AYES: BASH, NEWTON, ALEMAN, GRUNDMEYER, AND HANNA
NOES: NONE
ABSENT: NONE
ABSTAIN: NONE

3.G. A proposal to amend Chapter 5 (Architectural Style Standards) of the previously adopted Objective Development Standards to require the incorporation of architectural corrugated metal siding for all developments with 100 or more residential units.

Mayor Pro Tem Newton had questions to the development standards. He requested change from more than 100 residential units to 1 or more residential units. He discussed the Architect Standards, Form and Massing, Item B and Facade Detailing, Item H, requesting to strike 100 or more and change to lower number in these areas.

Council Member Aleman asked for clarification on what number of units does this apply to.

Community Development Director Robles answered the questions.

Mayor Pro Tem Newton asked for clarification regarding building facade 100 foot in length, if it has to be broken up with different materials/metals.

Community Development Director Robles answered the questions.

Kevin gave update on the housing requirements from the state.

Following discussion motion was made to include change from more than 100 residential units to 1 or more residential units throughout document as appropriate.

M/S NEWTON/BASH Adopt Resolution 2024-53, approving an amendment to the Objective Development Standards, with changes requested by Council. The Motion was carried by the following roll call vote:

AYES: BASH, NEWTON, ALEMAN, GRUNDMEYER, AND HANNA
NOES: NONE

City Council Minutes - September 18, 2024
ABSENT: NONE
ABSTAIN: NONE

5. DISCUSSION / ACTION ITEM(S)

5.A. Consideration of a Resolution to Adopt a Salary Adjustment for the City Manager position

Interim City Manager Free recused herself from the meeting at this time.

City Attorney Burns presented report.

There were no public comments.

There were no questions or discussion. Motion was made.

M/S NEWTON/BASH Adopt Resolution No. 2024-54 adjusting the Salary of the City Manager retroactive to August 15, 2024. The Motion was carried by the following roll call vote:

AYES: BASH, NEWTON, ALEMAN, GRUNDMEYER, AND HANNA
NOES: NONE
ABSENT: NONE
ABSTAIN: NONE

6. PUBLIC HEARING(S)

6.A. Tentative Parcel Map 38849 (Calland Engineering, Inc.): A request to subdivide an existing 1.72-acre lot into 3 lots located at the northeast corner of Mountain Avenue and Paddock Lane, within the A-1-20 Zone (APN: 126-060-001).

Council Member Aleman recused herself as to location of personal property to the project.

Community Development Director Robles presented report.

Mayor Pro Tem Newton had questions regarding notification to adjoining property owners, stating that it currently is 300 ft radius of project and 25 different owners. He stated the City should reach out to others that it may need to be notified, asking that the radius be increased.

Community Development Director Robles answered questions and concerns.

City Council Minutes - September 18, 2024

Mayor Pro Tem Newton had further questions regarding the layout and access.

Community Development Director Robles addressed Mayor Pro Tems concerns on the access and stated it will be included in the conditions.

Mayor Bash opened the Public Hearing.

Wendy Richards spoke regarding the location of her home, home’s location facing her home, how many more vehicles, what will it look like, concerned the houses will stick out like a sore thumb, how will this affect the animals and noise in their community.

Mayor Bash closed the Public Hearing.

Mayor Bash and Council Members had further questions for the applicant and Deputy Public Works Director Nelson regarding the project.

Applicant and the Deputy Public Work Director both answered questions and addressed concerns.

Following discussion motion was made to approve.

M/S GRUNDMEYER/HANNA Adopt Resolution 2024-52, approving Tentative Map 38849. The Motion was carried by the following roll call vote:

AYES: BASH, NEWTON, GRUNDMEYER, AND HANNA
NOES: NONE
ABSENT: NONE
ABSTAIN: ALEMAN

7. CITY COUNCIL / STAFF COMMUNICATIONS

Council Member Hanna discussed the large flags at the arenas.

Facility and Maintenance Director Hamilton answered questions and stated they are looking at other options for permanent flags at the arenas.

Mayor Pro Tem Newton thanked the Council and City Staff for the kindness everyone has shown his family.

City Council Minutes - September 18, 2024
Council Member Aleman made a request to have staff bring a report back to Council to discuss increasing of notification radius of Public Hearings from 300-foot radius to 500-foot radius.

M/S ALEMAN/GRUNDMEYER To request staff to bring a report back to Council to discuss increase notification radius of Public Hearing from 300-foot radius to 500 foot radius. The Motion was carried by the following roll call vote:

AYES: BASH, NEWTON, ALEMAN, GRUNDMEYER, AND HANNA
NOES: NONE
ABSENT: NONE
ABSTAIN: NONE

8. ADJOURNMENT
Mayor Bash adjourned the meeting at 9:14 pm.

_________________________________
Dana Roa, CMC
City Clerk

City Council

STAFF REPORT
Date: October 2, 2024 Agenda Item:

3.C.

To: Honorable Mayor and City Council Members
From: Chad Blais, Public Works Director
Prepared By: Sam Nelson, Deputy City Engineer
Department: Public Works
SUBJECT:

Amended Cooperative Funding Agreement between the City of Norco and the Riverside County Flood Control & Water Conservation District for the Norco Citation Drive Storm Drain Project
RECOMMENDATION:

Approve the Amended Cooperative Funding Agreement with Riverside County Flood Control & Water Conservation District (RCFC & WCD) to design and construct the Norco Citation Drive Storm Drain Project, subject to non-substantive changes and approval by the Riverside County Board of Supervisors; and authorize the Mayor to execute the agreement.

SUMMARY:

The City of Norco has awarded a construction contract for the Citation Drive Storm Drain Project located on Citation Drive. RCFC & WCD has agreed to enter into an amended Cooperative Funding Agreement for design and construction of the proposed drainage facilities.

BACKGROUND:

The purpose of the Amended Cooperative Funding Agreement is to memorialize the mutual understanding between both parties with respect to construction, ownership, operation and maintenance, including the funding contribution.

RCFC & WCD has agreed to contribute one hundred percent (100%) funding of the design contract bid price, ten percent (10%) for administration of the design, one hundred percent (100%) of costs associated with construction, one hundred percent (100%) of costs associated with utility relocations, ten percent (10%) for change order costs and fifteen percent (15%) for construction administration resulting in a not-toexceed contribution amount of $496,518.

City Council previously approved the Funding Agreement for this project on April 17, 2024 in the amount of $288,000. Due to unanticipated construction requirements determined during the design phase (unforeseen removals and relocations, additional storm drain infrastructure and general construction cost increases) an amended Funding Agreement was required by RCFC & WCD for Council approval in order to increase the funding for the project.

Per the agreement, the City is responsible to prepare the design, specifications, plans, bid advertisement, inspection and project management during construction.

FISCAL IMPACT:

The Citation Drive Storm Drain Project was approved as a Capital Improvement Project (CIP) for Fiscal Year 2024-25. Funds in the amount of $497,037; Project No. 4214.32, Account Nos. 129.935.43180 & 129.935.43180.30) have been appropriated for the project which is sufficient to fund the project design and construction costs including the 10% contingency.

Per the Funding Agreement RCFC & WCD will reimburse the City for the project in the maximum amount of $496,518.

RELATIONSHIP TO STRATEGIC PLAN:

Execution of the Amended Cooperative Funding Agreement for the Norco Citation Drive Storm Drain Project is consistent with Strategic Direction #5 – Infrastructure and Asset Management: Ensure timely preservation, replacement, improvement and acquisition of infrastructure and capital assets.

REVIEWED AND APPROVED BY:

Certified as to Availability of Funds: Daphne Liu, Finance Director Approved by: Lisette Free, Interim City Manager
Approved as to Form: Harper and Burns, LLP, City Attorney ATTACHMENT(S):

Amendment 1 to Norco Citation Drive Final 9.12.24

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FIRST AMENDMENT TO FUNDING AGREEMENT
Norco Citation Drive Storm Drain
Project No. 2-0-10051
This First Amendment to Funding Agreement ("First Amendment"), dated as of __________________, 2024, is entered into by and between the RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT, a body corporate and politic ("DISTRICT"), and the CITY OF NORCO, a municipal corporation ("CITY"). DISTRICT and CITY are collectively referred to herein as "Parties" and individually as "Party". The Parties hereby agree as follows

RECITALS
A. DISTRICT and CITY have entered into that certain Funding Agreement dated June 4, 2024 [Agenda Item 11.4], hereinafter called "Original Agreement", to support the construction of the Norco Citation Drive Storm Drain ("PROJECT"), which will provide necessary flood control and drainage improvements to alleviate flooding on Citation Drive and convey flows north to the existing District Norco Master Drainage Plan Line S-5 in the city of Norco.

B. Pursuant to Original Agreement, DISTRICT desired to contribute a total amount not to exceed Two Hundred Eighty-Eight Thousand Dollars ($288,000) to CITY toward CITY's construction of PROJECT infrastructure.

C. Subsequent to the execution of Original Agreement, CITY advertised PROJECT for public works construction bids and the anticipated design and construction costs came in substantially higher than estimated. Based on CITY's bid results, PROJECT costs increased from an estimated Two Hundred Eighty-Eight Thousand Dollars ($288,000) to Four Hundred Ninety-Six Thousand Five Hundred Eighteen Dollars ($496,518).

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D. The original estimates of costs will exceed DISTRICT's contribution described in Original Agreement. Therefore, due to mutual interests, DISTRICT and CITY wish to increase the amount of DISTRICT's financial contribution for PROJECT.

E. Original Agreement together with this First Amendment are collectively referred to herein as "AGREEMENT".

F. Section III.13 of Original Agreement specifies that any alternation or variation of terms are subject to the written consent of Parties thereto.

NOW, THEREFORE, in consideration of the preceding recitals and the mutual covenants hereinafter contained, the Parties hereto mutually agree to amend AGREEMENT as follows:

1. RECITALS K of AGREEMENT is hereby amended to read:
"TOTAL DISTRICT CONTRIBUTION for PROJECT shall not exceed a total sum of Four Hundred Ninety-Six Thousand Five Hundred Eighteen Dollars ($496,518)."

2. SECTION I.2 of AGREEMENT is amended to read:
"Invoice DISTRICT (Attention: Special Projects Section) for fifty percent (50%) of DESIGN CONTRIBUTION upon execution of this Agreement.

DESIGN CONTRIBUTION shall not exceed a total sum of Four Hundred Ninety-Six Thousand Five Hundred Eighteen Dollars ($496,518) for PROJECT."

3. Last sentence in SECTION I.4 of AGREEMENT is amended to read:
"DESIGN CONTRIBUTION and DESIGN ADMIN shall not exceed a total sum of Four Hundred Ninety-Six Thousand Five Hundred Eighteen Dollars ($496,518) for PROJECT."

4. Section I.9 of AGREEMENT is hereby amended to read:

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"At the time of providing written notice of the award of a construction contract for PROJECT, invoice DISTRICT (Attention: Special Projects Section) for BID PRICE, subject to and provided that TOTAL DISTRICT CONTRIBUTION does not exceed a total sum of Four Hundred NinetySix Thousand Five Hundred Eighteen Dollars ($496,518) for PROJECT.

BID PRICE shall be supported by a copy of CITY's bid abstracts for PROJECT."

5. Section I.17 of AGREEMENT is hereby amended to read:
"At the time of providing a Notice of Completion, invoice DISTRICT (Attention: Special Projects Section) for CITY's CONTRACT ADMINISTRATION CONTRIBUTION and, if applicable, CITY's
CONSTRUCTION, if applicable, CHANGE ORDERS
CONTRIBUTION, subject to and provided TOTAL DISTRICT
CONTRIBUTION shall not Four Hundred Ninety-Six Thousand Five Hundred Eighteen Dollars ($496,518)."

6. Section II.1 of AGREEMENT is hereby amended to read:
"Within thirty (30) days after receipt of CITY's invoices (i) pay all approved CITY's invoices and (ii) review and approve associated documents as described in RECITALS and SECTION I herein this Agreement, subject to and provided that TOTAL DISTRICT
CONTRIBUTION shall not exceed to Four Hundred Ninety-Six Thousand Five Hundred Eighteen Dollars ($496,518) for PROJECT."

7. Section III.1 of AGREEMENT is hereby amended to read:
"Notwithstanding any other provision herein this Agreement, TOTAL DISTRICT CONTRIBUTION shall not exceed a total sum of to Four

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Hundred Ninety-Six Thousand Five Hundred Eighteen Dollars ($496,518) and shall be used by CITY solely for the purpose of designing and constructing PROJECT as set forth herein. No additional funding whatsoever shall be provided by DISTRICT for any subsequent PROJECT modifications, extensions or repairs."

8. Except to the extent specifically deleted, added to or amended herein, all of the terms, covenants and conditions of said Original Agreement executed on June 4, 2024, shall remain in full force and effect between Parties hereto.

9. This First Amendment shall not be binding or consummated until its approval by DISTRICT's Board of Supervisors and fully executed by Parties.

10. This First Amendment may be executed in any number of counterparts, each of which will be an original, but all of which together will constitute one instrument. Each Party of this First Amendment agrees to the use of electronic signatures, such as digital signatures that meet the requirements of the California Uniform Electronic Transactions Act ("CUETA") Cal. Civ. Code §§ 1633.1 to 1633.17), for executing this First Amendment. The Parties further agree that the electronic signatures of the Parties included in this First Amendment are intended to authenticate this writing and to have the same force and effect as manual signatures. Electronic signature means an electronic sound, symbol or process attached to or logically associated with an electronic record and executed or adopted by a person with the intent to sign the electronic record pursuant to CUETA as amended from time to time. CUETA authorizes use of an electronic signature for transactions and contracts among Parties in California, including a government agency. Digital signature means an electronic identifier, created by computer, intended by the Party using it to have the same force and effect as the use of a manual signature, and shall be reasonably relied upon by the Parties. For purposes of this section, a digital signature

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is a type of "electronic signature" as defined in subdivision (i) of Section 1633.2 of the Civil Code.
//
//

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In WITNESS WHEREOF, the Parties hereto have executed this First Amendment on .
(to be filled in by Clerk of the Board)
RECOMMENDED FOR APPROVAL:

RIVERSIDE COUNTY FLOOD CONTROL

AND WATER CONSERVATION DISTRICT,
By
JASON E. UHLEY
General Manager-Chief Engineer
a body politic
By
KAREN SPIEGEL, Chair
Riverside County Flood Control and Water
Conservation District Board of Supervisors
APPROVED AS TO FORM: ATTEST:

MINH C. TRAN
County Counsel

KIMBERLY RECTOR
Clerk of the Board
By
NAME
Deputy County Counsel
By
Deputy
(SEAL)
First Amendment to Funding Agreement with City of Norco Norco Citation Drive Storm Drain
2-0-10051
09/11/24
JC:blj

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RECOMMENDED FOR APPROVAL: CITY OF NORCO, a municipal
corporation
By

KEVIN BASH
Mayor
APPROVED AS TO FORM: ATTEST:

By

COLIN BURNS
City Attorney
By

DANA ROA
City Clerk
(SEAL)
First Amendment to Funding Agreement with City of Norco Norco Citation Drive Storm Drain
2-0-10051
09/11/24
JC:blj

City Council

STAFF REPORT
Date: October 2, 2024 Agenda Item:

3.D.

To: Honorable Mayor and City Council Members
From: Chad Blais, Public Works Director
Prepared By: Sam Nelson, Deputy City Engineer
Department: Public Works
SUBJECT:

Acceptance of the 2023-24 Equestrian Trail Fence Project as Complete RECOMMENDATION:

Accept the 2023-24 Equestrian Trail Fence Project as complete and authorize the City Clerk to file the Notice of Completion with the County of Riverside.

SUMMARY:

The 2023-24 Equestrian Trail Fence Project consisted of trail fence improvements in various locations throughout the City.

BACKGROUND:

On March 6, 2024 the City Council awarded a contract to Valley Cities Fencing in the amount of $463,410 and authorized the City Manager to approve contract change orders up to 10% for the 2023-24 Equestrian Trail Fence Project. The final contract amount paid to Valley Cities Fencing was $447,250. The overall amount paid to Valley Cities Fencing was approximately equal to the contract award amount.

Valley Cities Fencing has completed all the work required to the satisfaction of the City Engineer and a Notice of Completion has been prepared for recordation.

FISCAL IMPACT:

There is no fiscal impact for this item.

RELATIONSHIP TO STRATEGIC PLAN:

The approval of Notice of Completion is consistent with Strategic Direction #5 – Infrastructure and Asset Management: Ensure timely preservation, replacement, improvement and acquisition of infrastructure and capital assets.

REVIEWED AND APPROVED BY:

Certified as to Availability of Funds: Daphne Liu, Finance Director Approved by: Lisette Free, Interim City Manager
Approved as to Form: Harper and Burns, LLP, City Attorney ATTACHMENT(S):

Notice of Completion_Trail Fencing Project

RECORDING REQUESTED BY: THIS DOCUMENT IS FILED AT THE REQUEST

REQUEST CITY OF NORCO OF THE CITY OF NORCO PURSUANT TO
WHEN RECORDED MAIL TO: SECTION 6103 OF THE GOVERNMENT
2870 CLARK AVENUE CODE. NO FEE IS CHARGED THEREFORE.

NORCO, CA 92860
ATTN: CITY CLERK

NOTICE OF COMPLETION

NOTICE IS HEREBY GIVEN BY THE CITY OF NORCO, A MUNICIPAL CORPORATION, STATE OF CALIFORNIA THAT THE WORK DESCRIBED AS 2023-24 EQUESTRIAN TRAIL FENCE PROJECT IN THE CITY OF NORCO IN ACCORDANCE WITH

THE TERMS AND WRITTEN CONTRACT DATED BETWEEN THE CITY OF NORCO AND VALLEY CITIES FENCING WAS COMPLETED AND ACCEPTED BY THE CITY OF NORCO ON THE SECOND OF OCTOBER, 2024.

THE WORK DONE CONSISTED OF TRAIL FENCE IMPROVEMENTS IN VARIOUS LOCATIONS THROUGHOUT THE CITY.

THAT THE CITY OF NORCO, A PUBLIC BODY, CORPORATE AND POLITIC, WHOSE ADDRESS IS 2870 CLARK AVENUE, NORCO, CALIFORNIA, 92860 IS THE OWNER OF SAID IMPROVEMENT WORK; AND THAT SAID WORK WAS PERFORMED BEGINNING MARCH 6, 2024, IN THE CITY OF NORCO. THE NATURE OF INTEREST IS VENDEE UNDER CONTRACT.

THAT SAID WORK OF IMPROVEMENT WAS SO PERFORMED BY VALLEY CITIES FENCING IN ACCORDANCE WITH SAID WRITTEN AGREEMENT DATED MARCH 6, 2024 AND THE DRAWINGS AND SPECIFICATIONS WHICH WERE A PART OF SAID CONTRACT.

THIS NOTICE OF COMPLETION IS GIVEN BY THE CITY OF NORCO PURSUANT TO THE APPROPRIATE PROVISIONS OF TITLE XV, PART IV, DIVISION 1 OF THE CIVIL CODE OF THE STATE OF CALIFORNIA, AND UPON ORDER OF THE CITY OF NORCO.

OCTOBER 2, 2024
DATED:

CITY OF NORCO

A MUNICIPAL CORPORATION
BY: __________________________

DANA ROA, CMC

CITY CLERK
VERIFICATION FOR NON-INDIVIDUAL OWNER:

I, THE UNDERSIGNED, DECLARE UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT I AM THE CITY CLERK OF THE CITY OF NORCO; THAT I HAVE SIGNED THE SAID NOTICE, THAT I KNOW AND UNDERSTAND THE CONTENTS THEREOF, AND THAT THE FACTS STATED THEREIN ARE TRUE AND CORRECT.

OCTOBER 2, 2024 ______________________________

DATE DANA ROA, CMC

CITY CLERK

CITY OF NORCO

City Council

STAFF REPORT
Date: October 2, 2024 Agenda Item:

3.E.

To: Honorable Mayor and City Council Members
From: Amanda Hamilton, Facilities and Maintenance
Director
Prepared By: Amanda Hamilton, Facilities and Maintenance Director
Department: Facilities and Maintenance
SUBJECT:

Acceptance of Bids, Approve Project Plans, and Award Contract for the City Hall Lobby and Security Upgrade Project
RECOMMENDATION:

Accept bids, approve project plans, and award contract to Estate Design and Construction in the amount of $297,801; and authorize the Interim City Manager to approve contract change orders up to 10% of the original contract.

SUMMARY:

The City Hall Security and Lobby Project aims to enhance security measures at the front entrance of City Hall and the Community Services Department. Key improvements will include new veneer cabinetry, counters, security glass, new flooring, full-length doors, additional security doors, and ADA-compliant countertops to align with federal requirements. This project is vital not only for enhancing security but also for improving the overall experience of residents and visitors, ensuring a safe, welcoming environment.

BACKGROUND:

This project has been subject to extensive design considerations over the past several years, specifically addressing the critical requirement for enhanced security measures within the City Hall Lobby. While prior upgrades have been implemented, a comprehensive renovation is now deemed essential to ensure the safety and security of both visitors and employees. The original design included a complete ballistic glass enclosure with floor-to-ceiling access doors. However, feedback from various agencies that have adopted similar systems identified considerable challenges, including communication barriers between staff and residents, sanitation concerns, and a reduction in personal interactions during service delivery.

In light of this feedback, our team, in collaboration with Plump Engineering and the Riverside County Sheriff's Office, has undertaken a re-evaluation of the design. The project plans introduce a hybrid glass enclosure that effectively balances security with enhanced personal interaction between staff and residents.

Additionally, staff has engaged with the Horsetown Hall of Fame to ensure adequate space is allocated within City Hall to recognize and honor the achievements of local horses, riders, and trainers in the equestrian community. The subsequent phase of this contract, focused on security installations, will be conducted separately in partnership with a specialized security firm. This phase will encompass the installation of new badge readers, video surveillance cameras, panic buttons, and monitors for overseeing lobby access. Furthermore, lockdown buttons will be integrated to facilitate rapid emergency response; however, this component is not included in the contract with Estate Design and Construction.

Scope of Work
The scope of work will include the removal and installation of lobby counters, front cabinetry, non-load bearing walls, privacy/security glass, flooring, lighting, and compliance with Federal ADA standards for all front counter lobby areas open to the public at City Hall. To mitigate operational disruption, all construction activities will be scheduled during non-working hours, thereby ensuring that City operations remain largely unaffected. Additionally, IT staff will collaborate with front counter personnel to facilitate movement to completed portions of the building throughout the construction duration.

Project Timeline:
 Parks Lobby Area: November 2024
 Admin Lobby Area: December 2024
 Building/Planning/Public Works/Cashier Lobby Area: January – February 2025
On August 3, 2024, staff issued a Notice Inviting Bids for the City Hall Security and Lobby Project. On September 2, 2024, three bids were received, ranging from $297,801 to $1,145,378. The lowest responsive bidder is Estate Design and Construction, Inc., with a bid of $297,801. Estate Design and Construction possesses a valid Class B State of California Contractors License and has successfully completed similar projects for the City of Moreno Valley, Manhattan Beach Unified School District, and California State University, Dominguez Hills.

Staff has verified that Estate Design and Construction meets all requisite licensing and project qualifications and has confirmed the references provided in their bid proposal. It is therefore recommended that the City Council award the City Hall Security and Lobby Project to Estate Design and Construction.

Furthermore, pursuant to Government Code Section 830.6, it is established that neither a public entity nor its employees shall bear liability for injuries arising from the approved design or plan of public property, provided that the design has received prior approval from the relevant legislative or discretionary authority and conforms to established

standards. In light of this legal provision, it is recommended that the City Council approve the project plans for the City Hall Security and Lobby Project.

FISCAL IMPACT:

The City Hall Lobby and Security Upgrade Project (Project No. 54303.2 and 4303.1) was approved as a Capital Improvement Project (CIP) for Fiscal Year 2023-24. Funds were carried over to FY 2024-25 for total project amount of $639,000 ($600,000 from Measure R Fund 132, account no. 132.910.43115, and $30,000 from General Government Fund 140, account no. 140.910.43130). The available funds in this account are fully adequate to cover the cost of the City Hall Lobby and Security Upgrade Project.

RELATIONSHIP TO STRATEGIC PLAN:

This item closely aligns with Strategic Plan No. 5, Infrastructure and Asset Management: Ensure timely preservation, replacement, improvement and acquisition of infrastructure and capital assets.

REVIEWED AND APPROVED BY:

Certified as to Availability of Funds: Daphne Liu, Finance Director Approved by: Lisette Free, Interim City Manager
Approved as to Form: Harper and Burns, LLP, City Attorney ATTACHMENT(S):

CONTRACT AGREEMENT_ City Hall Lobby Project
Estate Design and Construction Proposal
Estate Design and Construction Bid Bond
Bid Breakdown City Hall Lobby
City Hall Lobby Project Plans

1 CONTRACT AGREEMENT

CITY OF NORCO

NORCO CITY HALL LOBBY AND SECUIRTY UPGRADE PROJECT

1. Parties and Date.

This Agreement is made and entered into this 2nd day of October 2024 by and between the City of Norco, a municipal corporation of the State of California, located at 2870 Clark Avenue, Norco, California 92860, County of Riverside, State of California, (hereinafter referred to as “City”) and Estate Design and Construction., a corporation with its principal place of business at 1902 Westwood Blvd. #200, Los Angeles, CA 90025 (hereinafter referred to as “Contractor”). City and Contractor are sometimes individually referred to as “Party” and collectively as “Parties” in this Agreement.

2. Recitals.

2.1 Contractor.

Contractor desires to perform and assume responsibility for the provisions of the NORCO CITY HALL LOBBY AND SECUIRTY UPGRADE PROJECT on the terms and conditions set forth in this Agreement. Contractor represents that it is experienced in providing tenant improvement services for public clients, that it and its employees or subcontractors have all necessary licenses and permits to perform the Services in the State of California, and that is familiar with the plans of the city.

2.2 Project.

The city desires to engage the Contractor to render such services for the NORCO CITY HALL LOBBY AND SECUIRTY UPGRADE PROJECT (“Project”) as set forth in this Agreement.

3. Terms.

3.1 Scope of Services and Term.

3.1.1 General Scope of Services. Contractor promises and agrees to furnish to the City all labor, materials, tools, equipment, services, and incidental and customary work necessary to construct the improvements outlined by the NORCO CITY HALL LOBBY AND SECUIRTY UPGRADE PROJECT. The Project is more particularly described in Exhibit A attached hereto and incorporated herein by reference. The Project shall be subject to, and performed in accordance with this Agreement, the exhibits attached hereto and incorporated herein by reference, and all applicable local, state and federal laws, rules and regulations.

3.1.2 Term. The terms of this Agreement shall begin at the Notice to Proceed and shall extend 120 working days. Contractor shall complete the Services

2 within the term of this Agreement and shall meet any other established schedules and deadlines.

3.2 Responsibilities of Contractor.

3.2.1 Control and Payment of Subordinates; Independent Contractor. The Project shall be constructed by a Contractor or under its supervision. Contractor will determine the means, methods, and details of constructing the Project subject to the requirements of this Agreement. City retains Contractor on an independent contractor basis and not as an employee. Any additional personnel constructing the Project under this Agreement on behalf of Contractor shall also not be employees of City and shall at all times be under Contractor’s exclusive direction and control. The contractor shall pay all wages, salaries, and other amounts due to such personnel in connection with the construction of the Project under this Agreement and as required by law. Contractor shall be responsible for all reports and obligations respecting such additional personnel, including, but not limited to social security taxes, income tax withholding, unemployment insurance, disability insurance, and workers’ compensation insurance.

3.2.2 Schedule of Services. Contractor shall construct the Project expeditiously, within the term of this Agreement, and in accordance with the Project timeframe set forth herein. The contractor represents that it has the professional and technical personnel required to construct the Project in conformance with such conditions.

In order to facilitate Contractor’s conformance with the Project timeframe, City shall respond to Contractor’s Requests for Information in a timely manner. Upon request of City, Contractor shall provide a more detailed schedule of anticipated performance to meet the Project timeframe.

3.2.3 Conformance to Applicable Requirements. All work prepared by the Contractor shall be subject to the approval of the City.

3.2.4 City’s Representative. The City hereby designates the Director of Facilities and Maintenance, or her designee, to act as its representative for the performance of this Agreement (“City’s Representative”). City’s Representative shall have the power to act on behalf of the City for all purposes under this Agreement. The contractor shall not accept directions or orders from any person other than the City’s Representative or his or her designee.

3.2.5 Contractor’s Representative. Contractor hereby designates Benjamin S. Tvizer, CEO, or his designee, to act as its representative for the performance of this Agreement (“Contractor’s Representative”). The contractor’s Representative shall have full authority to represent and act on behalf of the Contractor for all purposes under this Agreement. The Contractor’s Representative shall supervise and direct the Project, using his best skill and attention, and shall be responsible for all means, methods, techniques, sequences and procedures and for the satisfactory coordination of all portions of the Project under this Agreement.

3 3.2.6 Coordination of Project. The contractor agrees to work closely with City staff on the construction of the Project and shall be available to City’s staff, consultants and other staff at all reasonable times.

3.2.7 Standard of Care; Performance of Employees. Contractor shall construct the Project under this Agreement in a skillful and competent manner, consistent with the standards generally recognized as being employed by professionals in the same discipline in the State of California. The contractor represents and maintains that it is skilled in the professional calling necessary to construct the Project. Contractor warrants that all employees and subcontractors shall have sufficient skill and experience to construct the Project. Finally, Contractor represents that it, its employees, and subcontractors have all licenses, permits, qualifications and approvals of whatever nature that are legally required to construct the Project, including a City Business License, and that such licenses and approvals shall be maintained throughout the term of this Agreement. As provided for in the indemnification provisions of this Agreement, Contractor shall perform, at its own cost and expense and without reimbursement from the City, any services necessary to correct errors or omissions which are caused by the Contractor’s failure to comply with the standard of care provided for herein. Any employee of the Contractor or its sub-contractors who is determined by the City to be uncooperative, incompetent, a threat to the adequate or timely completion of the Project, a threat to the safety of persons or property, or any employee who fails or refuses to construct the Project in a manner acceptable to the City, shall be promptly removed from the Project by the Contractor and shall not be re-employed to perform any work on the Project.

3.2.7.1 Period of Performance and Liquidated Damages. Contractor shall perform and complete the Project under this Agreement within the term set forth in Section 3.1.2 above (“Term”). Contractor shall construct the Project in strict accordance with any timeframe provided herein, or which may be provided separately in writing to the Contractor. Contractor agrees that if the Project is not completed within the aforementioned Term and/or pursuant to any such completion schedule or Project milestones developed pursuant to provisions of this Agreement, it is understood, acknowledged and agreed that the City will suffer damage. Pursuant to Government Code Section 53069.85, Contractor shall pay to the City as fixed and liquidated damages, and not as a penalty, the sum of $500.00 per working day:

3.2.8 Laws and Regulations. Contractor shall keep itself fully informed of and in compliance with all local, state, and federal laws, rules and regulations in any manner affecting the performance of the Project, including all Cal/OSHA requirements, and shall give all notices required by law. The contractor shall be liable for all violations of such laws and regulations in connection with the Project. If the Contractor performs any work knowing it to be contrary to such laws, rules and regulations and without giving written notice to the City, Contractor shall be solely responsible for all costs arising therefrom. Contractor shall defend, indemnify, and hold City, its officials, directors, officers, employees and agents free and harmless, pursuant to the indemnification provisions of this Agreement, from any claim or liability arising out of any failure or alleged failure to comply with such laws, rules or regulations.

3.2.9 Insurance.

4 3.2.9 Insurance.

3.2.9.1 Time for Compliance. Contractor shall not commence work under this Agreement until it has provided evidence satisfactory to the City that it has secured all insurance required under this section. In addition, Contractor shall not allow any subcontractor to commence work on any subcontract until it has provided evidence satisfactory to the City that the subcontractor has secured all insurance required under this section.

3.2.9.2 Minimum Requirements. Throughout the life of this Contract, Contractor shall pay for and maintain in full force and effect all policies of insurance required hereunder with an insurance company(ies) either (i) admitted by the California Insurance Commissioner to do business in the State of California and rated not less than “A- VII” in Best’s Insurance Rating Guide, or (ii) as may be authorized in writing by City Manager or his/her designee at any time and in his/her sole discretion. The following policies of insurance are required:
(i) COMMERCIAL GENERAL LIABILITY insurance which shall be at least as broad as the most current version of Insurance Services Office (ISO) Commercial General Liability Coverage Form CG 00 01 and include insurance for “bodily injury,” “property damage” and “personal and advertising injury” with coverage for premises and operations (including the use of owned and non-owned equipment), products and completed operations, and contractual liability (including, without limitation, indemnity obligations under the Contract) with limits of liability of not less than the following:
$2,000,000 per occurrence for bodily injury and property damage $1,000,000 per occurrence for personal and advertising injury $2,000,000 aggregate for products and completed operations $4,000,000 general aggregate
(ii) COMMERCIAL AUTOMOBILE LIABILITY insurance which shall be at least as broad as the most current version of Insurance Service Office (ISO) Business Auto Coverage Form CA 00 01, and include coverage for all owned, hired, and non owned automobiles or other licensed vehicles (Code 1 Any Auto) with limits of liability of not less than $1,000,000 per accident for bodily injury and property damage. (iii) WORKERS’ COMPENSATION insurance as required under the California Labor Code.

(iv) EMPLOYERS’ LIABILITY insurance with limits of liability of not less than $1,000,000 each accident, $1,000,000 disease policy limit and $1,000,000 disease each employee.
(v) BUILDERS RISK (Course of Construction) insurance in an amount equal to the completed value of the project with no coinsurance penalty provisions. (Only required if the project includes new construction of a building; or renovation of, or addition to, an existing building.)

5 (vi) CONTRACTORS POLLUTION LIABILITY (Unless waived in writing by the City Manager or his/her designee in his/her sole discretion, Contractors Pollution Liability is required for all environmental and water remediation work and for all work transporting fuel. Unless waived in writing by the City Manager or his/her designee in his/her sole discretion, Contractors Pollution Liability is also required for demolition, renovation, HVAC, plumbing or electrical (including, without limitation, lighting) work on any structure built prior to the year 1990.) insurance with limits of liability of not less than the following:
$1,000,000 per occurrence or claim
$2,000,000 general aggregate per annual policy period
In the event Contractor purchases an Umbrella or Excess insurance policy(ies) to meet the minimum limits of insurance set forth above, this insurance policy(ies) shall “follow form” and afford no less coverage than the primary insurance policy(ies).

Should this Contract involve any lead based, mold or asbestos environmental hazard, either the Automobile Liability insurance policy or the Contractors Pollution Liability insurance policy shall be endorsed to include Transportation Pollution Liability insurance covering materials to be transported by Contractor pursuant to the Contract.

In the event this Contract involves any lead-based environmental hazard (e.g., lead based paint), the Contractors Pollution Liability insurance policy shall be endorsed to include coverage for lead based environmental hazards. In the event this Contract involves any asbestos environmental hazard (e.g., asbestos remediation), the Contractors Pollution Liability insurance policy shall be endorsed to include coverage for asbestos environmental hazards. In the event this Contract involves any mold environmental hazard (e.g., mold remediation), the Contractors Pollution Liability insurance policy shall be endorsed to include coverage for mold environmental hazards and “microbial matter including mold” within the definition of “Pollution” under the policy.

Contractor shall be responsible for payment of any deductibles contained in any insurance policies required hereunder and Contractor shall also be responsible for payment of any self-insured retentions. Any deductibles or self-insured retentions must be declared to, and approved by, the City Manager or his/her designee in his/her sole discretion. At the option of the City Manager or his/her designee, either (i) the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects City, its officers, officials, employees and agents; or (ii) Contractor shall provide a financial guarantee, satisfactory to the City Manager or his/her designee in his/her sole discretion, guaranteeing payment of losses and related investigations, claim administration and defense expenses. At no time shall City be responsible for the payment of any deductibles or self-insured retentions.

All policies of insurance required hereunder shall be endorsed to provide that the coverage shall not be cancelled, non-renewed, reduced in coverage or in limits except after 30 calendar day written notice has been given to City. Upon issuance by the insurer, broker, or agent of a notice of cancellation, non-renewal, or reduction in coverage or in limits, the Contractor shall furnish City with a new certificate and applicable endorsements

6 for such policy(ies). In the event any policy is due to expire during the work to be performed for City, Contractor shall provide a new certificate, and applicable endorsements, evidencing renewal of such policy not less than 15 calendar days prior to the expiration date of the expiring policy.

The General Liability and Automobile Liability insurance policies shall be written on an occurrence form. The Contractors Pollution Liability insurance policy shall be written on either an occurrence form, or a claims-made form. The General Liability (including ongoing operations and completed operations), Automobile Liability and Contractors Pollution Liability insurance policies shall name City, its officers, officials, employees and agents as an additional insured. All such policies of insurance shall be endorsed so Contractor’s insurance shall be primary and no contribution shall be required of City, its officers, officials, employees and agents. The Builders Risk (Course of Construction) insurance policy shall be endorsed to name the City as a loss payee. Any Workers’ Compensation insurance policy shall contain a waiver of subrogation as to City, its officers, officials, employees and agents. The coverage(s) shall contain no special limitations on the scope of protection afforded to City, its officers, officials, employees and agents. If Contractor maintains higher limits of liability than the minimums shown above, City requires and shall be entitled to coverage for the higher limits of liability maintained by Contractor.

Claims-Made Policies – If any coverage required is written on a claims-made coverage form:
(i) The retroactive date must be shown, and must be before the effective date of the Contract or the commencement of work by Contractor. (ii) Insurance must be maintained, and evidence of insurance must be provided for at least 5 years after completion of the work or termination of the Contract, whichever first occurs.
(iii) If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a retroactive date prior to the effective date of the Contract, or work commencement date, Contractor must purchase extended reporting period coverage for a minimum of 5 years after completion of the work or termination of the Contract, whichever first occurs.
(iv) A copy of the claims reporting requirements must be submitted to City for review.
(v) These requirements shall survive expiration or termination of the Contract.

Contractor shall furnish City with all certificate(s) and applicable endorsements effecting coverage required hereunder. All certificates and applicable endorsements are to be received and approved by the City’s Risk Manager or his/her designee in his/her sole discretion prior to City’s execution of the Contract and before work commences.

Upon request of City, Contractor shall immediately furnish City with a complete copy of any insurance policy required under this Contract, including all endorsements, with said

7 copy certified by the underwriter to be a true and correct copy of the original policy. This requirement shall survive expiration or termination of this Contract.

If at any time during the life of the Contract or any extension, Contractor or any of its subcontractors fail to maintain any required insurance in full force and effect, all work under this Contract shall be discontinued immediately, and all payments due or that become due to Contractor shall be withheld until notice is received by City that the required insurance has been restored to full force and effect and that the premiums therefore have been paid for a period satisfactory to City. Any failure to maintain the required insurance shall be sufficient cause for City to terminate this Contract. No action taken by City hereunder shall in any way relieve Contractor of its responsibilities under this Contract.

The fact that insurance is obtained by Contractor shall not be deemed to release or diminish the liability of Contractor, including, without limitation, liability under the indemnity provisions of this Contract. The duty to indemnify City shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Contractor.

Approval or purchase of any insurance contracts or policies shall in no way relieve from liability nor limit the liability of Contractor, its principals, officers, agents, employees, persons under the supervision of Contractor, vendors, suppliers, invitees, consultants, sub-consultants, subcontractors, or anyone employed directly or indirectly by any of them.

In the event of a partial or total destruction by the perils insured against of any or all of the work and/or materials herein provided for at any time prior to the final completion of the Contract and the final acceptance by the City of the work or materials to be performed or supplied thereunder, the Contractor shall promptly reconstruct, repair, replace, or restore all work or materials so destroyed or injured at his/her sole cost and expense. Nothing herein provided for shall in any way excuse the Contractor or his/her insurance company from the obligation of furnishing all the required materials and completing the work in full compliance with the terms of the Contract.

If Contractor should subcontract all or any portion of the services to be performed under this Contract, Contractor shall require each subcontractor to provide insurance protection in favor of City, its officers, officials, employees and agents in accordance with the terms of each of the preceding paragraphs, except that the subcontractors’ certificates and endorsements shall be on file with Contractor and City prior to the commencement of any work by the subcontractor.

3.2.10 Safety. Contractor shall execute and maintain its work so as to avoid injury or damage to any person or property. In constructing the Project, the Contractor shall at all times be in compliance with all applicable local, state and federal laws, rules and regulations, and shall exercise all necessary precautions for the safety of employees appropriate to the nature of the work and the conditions under which the work is to be performed. Safety precautions as applicable shall include, but shall not be limited to: (A) adequate life protection and lifesaving equipment and procedures; (B) instructions in accident prevention for all employees and subcontractors, such as safe walkways,

8 scaffolds, fall protection ladders, bridges, gang planks, confined space procedures, trenching and shoring, equipment and other safety devices, equipment and wearing apparel as are necessary or lawfully required to prevent accidents or injuries; and (C) adequate facilities for the proper inspection and maintenance of all safety measures.

3.2.11 Bonds.

3.2.11.1 Performance Bond. Contractor shall execute and provide to City concurrently with this Agreement a Performance Bond in the amount of the total, not-to-exceed compensation indicated in this Agreement, and in a form provided or approved by the City. If such bond is required, no payment will be made to Contractor until it has been received and approved by the city.

3.2.11.2 Payment Bond. Contractor shall execute and provide to City concurrently with this Agreement a Payment Bond in the amount of the total, not-toexceed compensation indicated in this Agreement, and in a form provided or approved by the City. If such a bond is required, no payment will be made to the Contractor until it has been received and approved by City.

3.2.11.3 Bond Provisions. Should, in the City’s sole opinion, any bond become insufficient, or any surety be found to be unsatisfactory, the Contractor shall renew or replace the affected bond within 10 days of receiving notice from the City. In the event the surety or Contractor intends to reduce or cancel any required bond, at least thirty (30) days prior written notice shall be given to the City, and Contractor shall post acceptable replacement bonds at least ten (10) days prior to expiration of the original bonds. No further payments shall be deemed due or will be made under this Agreement until any replacement bonds required by this section are accepted by the City. To the extent, if any, that the total compensation is increased in accordance with the Agreement, the Contractor shall, upon request of the City, cause the amount of the bonds to be increased accordingly and shall promptly deliver satisfactory evidence of such increase to the City. To the extent available, the bonds shall further provide that no change or alteration of the Agreement (including, without limitation, an increase in the total compensation, as referred to above), extensions of time, or modifications of the time, terms, or conditions of payment to the Contractor, will release the surety. If the Contractor fails to furnish any required bond, the City may terminate this Agreement for cause.

3.2.11.4 Surety Qualifications. Only bonds executed by an admitted surety insurer, as defined in the Code of Civil Procedure Section 995.120, shall be accepted. The surety must be a California admitted surety with a current A.M. Best’s rating no less than A: VIII and satisfactory to the city. If a California admitted surety insurer issuing bonds does not meet these requirements, the insurer will be considered qualified if it is in conformance with Section 995.660 of the California Code of Civil Procedure, and proof of such is provided to the City.

3.3 Fees and Payments.

3.3.1 Compensation. Contractor shall receive compensation, including authorized reimbursements, for all construction services rendered under this Agreement

9 at the rates set forth in Exhibit B attached hereto and incorporated herein by reference.

Extra work may be authorized, as described below, and if authorized, will be compensated at the rates and manner set forth in this Agreement.

3.3.2 Payment of Compensation. Contractor shall submit to City a monthly itemized statement which indicates work completed by Contractor. The statement shall describe the number of Services and supplies provided since the initial commencement date, or since the start of the subsequent billing periods, as appropriate, through the date of the statement. The City shall, within 45 days of receiving such statement, review the statement and pay all approved charges thereon.

3.3.3 Reimbursement for Expenses. The contractor shall not be reimbursed for any expenses unless authorized in writing by City.

3.3.4 Extra Work. At any time during the term of this Agreement, City may request that Contractor perform Extra Work. As used herein, “Extra Work” means any work which is determined by the City to be necessary for the proper completion of the Project, but which the parties did not reasonably anticipate would be necessary at the execution of this Agreement. Contractor shall not perform, nor be compensated for, Extra Work without written authorization from City’s Representative.

3.3.5 Prevailing Wages. Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 1600, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. If the Services are being performed as part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and if the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. City shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement.

Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the Services available to interested parties upon request and shall post copies at the Contractor's principal place of business and at the project site. The contractor shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws.

3.4 Accounting Records.

3.4.1 Maintenance and inspection. Contractor shall maintain complete and accurate records with respect to all costs and expenses incurred under this Agreement.

All such records shall be clearly identifiable. Contractor shall allow a representative of City during normal business hours to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement. Contractor shall allow inspection of all work, data, documents, proceedings, and activities related to the Agreement for a period of three (3) years from the date of final payment under this Agreement.

10 3.5 General Provisions.

3.5.1 Termination of Agreement.

3.5.1.1 Grounds for Termination. City may, by written notice to Contractor, terminate the whole or any part of this Agreement at any time and without cause by giving written notice to Contractor of such termination, and specifying the effective date thereof, at least seven (7) days before the effective date of such termination.

Upon termination, Contractor shall be compensated only for those services which have been adequately rendered to City, and Contractor shall be entitled to no further compensation. Contractor may not terminate this Agreement except for cause.

3.5.1.2 Effect of Termination. If this Agreement is terminated as provided herein, City may require Contractor to provide all finished or unfinished Documents and Data and other information of any kind prepared by Contractor in connection with the performance of Services under this Agreement. Contractor shall be required to provide such document and other information within fifteen (15) days of the request.

3.5.1.3 Additional Services. In the event this Agreement is terminated in whole or in part as provided herein, City may procure, upon such terms and in such manner as it may determine appropriate, services similar to those terminated.

3.5.2 Delivery of Notices. All notices permitted or required under this Agreement shall be given to the respective parties at the follow address, or at such other address as the respective parties may provide in writing for this purpose:

Contractor:

Estate Design and Construction, Inc.
1902 Westwood Blvd #200
Los Angeles, CA 90025
Attention: Benjamin S. Tvizer, CEO
City:

City of Norco
2870 Clark Avenue
Norco, CA 92860
Attention: Director of Facilities and Maintenance
Such notice shall be deemed made when personally delivered or when mailed, forty-eight (48) hours after deposit in the US Mail, first class postage prepaid and addressed to the party at its applicable address. Actual notice shall be deemed adequate notice on the date actual notice occurred, regardless of the method of service.

3.5.3 Cooperation; Further Acts. The Parties shall fully cooperate with one another and shall take any additional acts or sign any additional documents as may be necessary, appropriate, or convenient to attain the purposes of this Agreement.

11 3.5.4 Attorney’s Fees. If either party commences an action against the other party, either legal, administrative or otherwise, arising out of or in connection with this Agreement, the parties shall each bear their own attorney’s fees.

3.5.5 Indemnification. To the furthest extent allowed by law, including California Civil Code section 2782, Contractor shall indemnify, hold harmless and defend City and its officers, officials, employees, agents and volunteers from any and all loss, liability, fines, penalties, forfeitures, costs and damages (whether in contract, tort or strict liability, including but not limited to personal injury, death at any time and property damage) incurred by City, Contractor or any other person, and from any and all claims, demands and actions in law or equity (including attorney's fees and litigation expenses), arising or alleged to have arisen directly or indirectly out of performance of this Agreement.

Contractor’s obligations under the preceding sentence shall apply regardless of whether City or any of its officers, officials, employees, agents or volunteers are passively negligent, but shall not apply to any loss, liability, fines, penalties, forfeitures, costs or damages caused by the active or sole negligence, or the willful misconduct, of City or any of its officers, officials, employees, agents or volunteers.

If Contractor should subcontract all or any portion of the work to be performed under this Agreement, Contractor shall require each subcontractor to indemnify, hold harmless and defend City and its officers, officials, employees, agents and volunteers in accordance with the terms of the preceding paragraph.

This section shall survive termination or expiration of this Agreement.

3.5.6 Entire Agreement. This Agreement contains the entire Agreement of the parties with respect to the subject matter hereof, and supersedes all prior negotiations, understandings or agreements. This Agreement may only be modified by a writing signed by both parties.

3.5.7 Governing Law. This Agreement shall be governed by the laws of the State of California. Venue shall be in Riverside County.

3.5.8 Time of Essence. Time is of the essence for each and every provision of this Agreement.

3.5.9 City’s Right to Employ Other Contractors. City reserves right to employ other contractors in connection with this Project.

3.5.10 Successors and Assigns. This Agreement shall be binding on the successors and assigns of the parties.

3.5.11 Assignment or Transfer. Contractor shall not assign, hypothecate or transfer, either directly or by operation of law, this Agreement or any interest herein without the prior written consent of the City. Any attempt to do so shall be null and void, and any assignees, hypothecates or transferees shall acquire no right or interest by reason of such attempted assignment, hypothecation or transfer.

12 3.5.12 Construction; References; Captions. Since the Parties or their agents have participated fully in the preparation of this Agreement, the language of this Agreement shall be construed simply, according to its fair meaning, and not strictly for or against any Party. Any term referencing time, days or period for performance shall be workdays (Monday through Friday, excluding holidays). All references to the Contractor include all personnel, employees, agents, and subcontractors of the Contractor, except as otherwise specified in this Agreement. All references to City include its elected officials, officers, employees, agents, and volunteers except as otherwise specified in this Agreement. The captions of the various articles and paragraphs are for convenience and ease of reference only, and do not define, limit, augment, or describe the scope, content or intent of this Agreement.

3.5.13 Amendment; Modification. No supplement, modification or amendment of this Agreement shall be binding unless executed in writing and signed by both Parties.

3.5.14 Waiver. No waiver of any default shall constitute a waiver of any other default or breach, whether of the same or other covenant or condition. No waiver, benefit, privilege, or service voluntarily given or performed by a Party shall give the other Party any contractual rights by custom, estoppel or otherwise.

3.5.15 No Third-Party Beneficiaries. There are no intended third-party beneficiaries of any right or obligation assumed by the Parties.

3.5.16 Invalidity; Severability. If any portion of this Agreement is declared invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions shall continue in full force and effect.

3.5.17 Prohibited Interests. Contractor maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Contractor, to solicit or secure this Agreement. Further, Contractor warrants that it has not paid, nor has it agreed to pay any company or person, other than a bona fide employee working solely for Contractor, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Agreement. The contractor further agrees to file, or shall cause its employees or subcontractors to file, a Statement of Economic Interest with the City’s Filing Officer as required under state law in the performance of the Services. For breach or violation of this warranty, City shall have the right to rescind this Agreement without liability. For the term of this Agreement, no member, officer or employee of City, during the term of his or her service with City, shall have any direct interest in this Agreement, or obtain any present or anticipated material benefit arising therefrom.

3.5.18 Equal Opportunity Employment. Contractor represents that it is an equal opportunity employer, and it shall not discriminate against any subcontractor, employee or applicant for employment because of race, religion, color, national origin, handicap, ancestry, sex or age. Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or

13 recruitment advertising, layoff or termination. Contractor shall also comply with all relevant provisions of City’s Minority Business Enterprise program, Affirmative Action Plan or other related programs or guidelines currently in effect or hereinafter enacted.

3.5.19 Labor Certification. By its signature hereunder, Contractor certifies that it is aware of the provisions of Section 3700 of the California 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 agrees to comply with such provisions before commencing the performance of the Services.

3.5.20 Authority to Enter Agreement. Contractor has all requisite power and authority to conduct its business and to execute, deliver, and perform the Agreement.

Each Party warrants that the individuals who have signed this Agreement have the legal power, right, and authority to make this Agreement and bind each respective Party.

3.5.21 Counterparts. This Agreement may be signed in counterparts, each of which shall constitute an original.

3.6 Subcontracting.

3.6.1 Prior Approval Required. Contractor shall not subcontract any portion of the work required by this Agreement, except as expressly stated herein, without prior written approval of City. Subcontracts, if any, shall contain a provision making them subject to all provisions stipulated in this Agreement.

14 Estate Design and Construction:
*By:
________________________________________________
Signature
________________________________________________
Benjamin S. Tvizer, CEO
OWNER: CITY OF NORCO, a municipal corporation
*By:
________________________________________________
Kevin Bash - Mayor
ATTEST:
________________________________________________
Dana Roa, City Clerk
APPROVED AS TO FORM:
________________________________________________
Harper & Burns, LLP, City Attorney

15 EXHIBIT A

NORCO CITY HALL LOBBY AND SECURITY UPGRADE PROJECT
This project involves the complete interior renovation of the specified lobby areas, with no exterior work included. The project will be executed in three distinct phases, each focusing on one of the three lobby areas within City Hall. Each lobby will be renovated independently, ensuring that work on one area does not overlap with the others.

The Contractor’s activities shall be as follows:

Weekday Schedule (Monday to Thursday):
6:00 PM - 7:00 PM: Preparation and setup.
7:00 PM - 4:00 AM: Main construction activities.
4:00 AM - 5:00 AM: Wrap-up and cleanup.

Weekend Schedule (Friday, Saturday and/or Sunday):
7:00 AM - 8:00 AM: Preparation and setup.
8:00 AM - 5:00 PM: Main construction activities.
5:00 PM - 6:00 PM: Wrap-up and cleanup.

No Holiday Work:

No construction activities are scheduled on holidays. All work ceases on designated public holidays.

EXHIBIT B

16 PROPOSAL ATTACHED

11 BIDDER’S NAME: _____________________________________________________ _____________________________________________________

CITY OF NORCO

PROPOSAL
FOR

NORCO CITY HALL LOBBY AND SECUIRTY UPGRADE PROJECT
TO CITY OF NORCO, as AGENCY:

In accordance with AGENCY’S “Notice Inviting Sealed Bids,” the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals required for the above stated project as set forth in the Specifications, and Contract Documents therefore, and to perform all work in the manner and time prescribed therein.

BIDDER declares that this proposal is based upon careful examination of the work site, Specifications, Instructions to Bidders, and Contract Documents. If this proposal is accepted for award, BIDDER agrees to enter into a Contract with the AGENCY at the unit and/or lump sum prices set forth in the following Proposal Bid Sheet. BIDDER understands that failure to enter into a Contract in the manner and time prescribed will result in forfeiture to AGENCY of the Bid Bond accompanying this proposal.

BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Proposal Bid Sheet are solely for the purpose of comparing bids, and that final compensation under the Contract will be based upon the actual quantities of work satisfactorily completed. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, and fees. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts.

BIDDER agrees and acknowledges that he is aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for workman’s compensation or to undertake self-insurance in accordance with the provisions of that code, and that the BIDDER will comply with such provisions of that code before commencing the performance of this Contract if awarded to it.

BIDDER certifies that in all previous contracts or subcontracts, all reports which may have been due under the requirements of any Agency, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding.

BIDDER declares in the attached Non-Collusion Affidavit that the only persons or parties interested in this proposal as principals are those named therein; that no officer, agent, or employee of the AGENCY is personally interested, directly or indirectly, in this proposal; that this proposal is made without connection to any other individual, firm, or corporation

ESTATE DESIGN AND CONSTRUCTION

12 making a bid for the same work; and that this proposal is in all respects fair and without collusion or fraud.

BIDDER certifies that affirmative action has been taken to seek out and consider disadvantaged business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been carefully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder. Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the Contract Documents.

DATED: _____________, 2024 BIDDER: _____________________________ BY: __________________________________
TITLE: _______________________________
BIDDER'S ADDRESS: ________________________________________________ ________________________________________________
PHONE: ________________________________________________

ESTATE DESIGN AND CONSTRUCTION
BENJAMIN S. TVIZER
CEO
1902 WESTWOOD BLVD , #200
LOS ANGELES CA, 90025
818-850-0182
September 3

13 BIDDER'S INFORMATION
BIDDER certifies that the following information is true and correct:

Bidder's Name: ___________________________________________________________ Business Address: ________________________________________________________ ______________________________________________________________________ _______________________________________________________________________ Telephone: _____________________________________________________________ State Contractor's License No. and Class: ___________________________ Original Date Issued: _______________ Expiration Date: ______________ The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint venturers, and/or corporate officers having a principal interest in this proposal:
_____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows:
_____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ All current and prior DBA's, alias, and/or fictitious business names for any principal having an interest in this proposal are as follows:
_____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________

ESTATE DESIGN AND CONSTRCUTION INC
1902 WESTWOOD BLVD , #200, LOS ANGELES CA 90025
818-850-0182
1075658 GENERAL B
09/30/2023 09/30/2025
BENJAMIN S. TVIZER 1902 WESTWOOD BLVD #200
LOS ANGELES, CA 90025

ESTATE DESIGN AND CONSTRUCTION

14 CONTRACTOR'S LICENSING STATEMENT
The undersigned is licensed in accordance with the laws of the State of California providing for the registration of Contractors.

Contractor's License Number: _____________________________________________ Name of Individual Contractor (Print or Type):
_____________________________________________________________________ Signature of Owner: _____________________________________________________ Business: _____________________________________________________________ Address or Name of Firm: _________________________________________________ Business Address: ______________________________________________________ Name: ___________________________ Title: ______________________________ Address: _____________________________________________________________ Name: ___________________________ Title: ______________________________ Address or Name of Corporation: __________________________________________ Business Address: ______________________________________________________ Corporation organized under the laws of the State of____________________________ _____________________________________
Signature of President of Corporation
_____________________________________
Signature of Secretary of Corporation
1075658

SAGI TVIZER

ESTATE DESIGN AND CONSTRUCTION INC
1902 WESTWOOD BLBD #200, LOS ANGELES CA 90025
BENJAMIN S. TVIZER CEO
1902 WESTWOOD BLVD #200 LOS ANGELES CA 90025

CALIFORNIA

ESTATE DESIGN AND CONSTRUCTION

ESTATE DESIGN AND CONSTRUCTION INC
1902 WESTWOOD BLVD #200 LOS ANGELES CA 90025

15 SUBCONTRACTOR LIST
In compliance with the provisions of the Public Contract Code Section 4104, the undersigned bidder herewith sets forth the name, location of the place of business, and California contractor license of each Subcontractor who will perform work or labor or render service to the Prime Contractor specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half (1/2) of one percent (1%) of the General Contractor’s total bid amount or, in the case of bids or offers for the construction of streets or highways, including bridges in excess of one-half of 1 percent (0.5%) of the Prime Contractor's total bid or ten thousand dollars ($10,000), whichever is greater, and the portion of the work which 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 the work with his own crews. (Alternative Subcontractors for the same work are prohibited by provisions of the California Government Code.) An inadvertent error in listing the California contractor license number provided pursuant to paragraph (1) shall not be grounds for filing a bid protest or grounds for considering the bid nonresponsive if the corrected contractor's license number is submitted to the public entity by the prime contractor within 24 hours after the bid opening and provided the corrected contractor's license number corresponds to the submitted name and location for that subcontractor.
____________________ _________________________________________ Dated Bidder
_________________________________________
Signature
________________________________________
Signature
Name Under
Which Sub
Contractor is
Licensed
License
Number
DIR
Number
Address of
Office
Specific
Description of
Subcontract
Work
% of
Total
Bid
09/03/2024
BENJAMIN S. TVIZER

NOT APPLICABLE
Estate Design and Construction

16 REFERENCES
The following are the names, addresses, and phone numbers for three public agencies for which BIDDER has performed similar work within the past two years:
_____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________

DESIGNATION OF SURETIES
The following are the names, addresses, and phone numbers for all brokers and sureties from whom BIDDER intends to procure insurance and bonds:
_____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ 1-Manhattan Beach Unified School District, (310) 748-5601, [email protected] 2nd Floor Deck Coating Repair and Replacement
2-Twitter Inc. / X Corp. Lisa/Twitter 3109359337 [email protected] 3- California State University Dominguez Hills, 1000 E VICTORIA ST CARSON CA 90747 STUDENT HOUSING BATHROOM REMODEL. Alicia Amerson, Associate Director, Housing Facilities, 310.243.3083 Office
AGENT’S NAME: SHAY PHILIPS
INSURANCE COMPANY’S NAME: S PHILIPS SURETY & INSURANCE SERVICES INC. 22647 VENTURA BLVD #349
WOODLAND HILLS, CA 91364
PHONE NUMBER: 818-715-7133

19 NON-COLLUSION 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].

CEO Estate design and construction
09/03/2024

LOS ANGELES CALIFORNIA

20 CITY OF NORCO

PROPOSAL BID SHEET
FOR

NORCO CITY HALL LOBBY AND SECUIRTY UPGRADE PROJECT
Line
Item Description Qty Units Price Each Price Total
Architectural / Structural
1 Demolition: Walls - Full height - studs,
bracing, drywall, base 50 LF
2 Demolition: Flooring - floor material,
thresholds, adhesive, and base 2500 SF
3 Demolition: Cabinets - Lower Cabinets,
Counters, and Anchoring. 160 LF
4 Demolition: Doors, frames, hardware 3 EA
5 Demolition:T-bar celing grid & wiring support
& compression bracing 1586 SF
6 Demolition:T-bar ceiling - tiles only 628 SF
7 Demolition: 3' Wide soffit over counter areas 142 LF
8 Demolition: Light Troughs 95 LF
9 Construction: Walls to 6" above celing -
studs, drywall 36 LF
10 Construction: Walls - 3'- 6" max. H. - studs
& drywall 104 LF
11 Construction: Walls - 5'-0"max. - studs &
drywall 6 LF
12 Construction: 1/4" glass 580 SF
13 Construciton: Wall bracing 1 LS
14 Construction: Soffit - framing, bracing, &
drywall 412 SF
15 Construction: Topset base 1008 LF
16 Construction: Backing in walls for future
equipment 1 LS
17 Construction : Insulation in walls 1 LS
18 Construction: Insulation in ceiling 1898 SF
$1,500.00 $500.00 $1,500.00 $98.5 $3.4 $51.2 $246.3 $2.8 $2.2 $8.3 $11.8 $11.8 $30.2 $43.2 $69.7 $1,500 $7.1 $2.9 $500 $1,500 $2.6 $4,925.00 $8,500.00 $8,192.00 $738.90 $4,440.80 $1,381.60 $1,178.60 $1,121.00
$424.80 $3,140.80 $259.20
$40,426.00 $2,925.20 $2,923.20 $4,934.80

21 CITY OF NORCO

PROPOSAL BID SHEET
FOR

NORCO CITY HALL LOBBY AND SECUIRTY UPGRADE PROJECT
19 Construction: Doors & Frames, hardware,
glass - 3'x8' 3 EA
20 Construction: Doors & Frames, hardware,
glass - pair 3'x8' 1 EA
21 Construction: Doors & Frames, hardware -
3'x2' 1 EA
22 Construction: Floor repair from demolition 2490 SF
23 Construction: Wall repair from demolition 100 SF
24 Construction: 16"-18" w. x 34" h. Cabinets
- all segments, counters, and anchoring. 57 LF
25 Construction: 32" w. x 34" h. Cabinets - all
segments, counters, and anchoring. 68 LF
26 Construction: 48" w. x 34" h. Cabinets - all
segments, counters, and anchoring. 18 LF
27 Construction: Accessories 1 LS
28 Construction: Tactile Signage 6 EA
29 Construction: Room signage 4 EA
30 Construction: LVT Flooring 3336 SF
31 Construction: Floor transition strip 70 LF
32 Construction: Drywall ceiling & framing 416 SF
33 Construction: 2'X2' T-bar celing grid (2'x2')
& wiring support & compression bracing,
and tiles 1898 SF
34 Construction: Painting - 1 coat primer, 2
coats paint 4,000 SF
35 Construction: 2" Stainless Steel trim 206 LF
36 Construction: Plastic laminate wall veneer 320 SF
Mechanical
37 Demolition: Ducts 90 LF
38 Demolition: Grilles, registers for removal or
relocation 9 EA
39 Demolition: Strapping, bracing 1 LS
40 Construction: Diffusers & grilles - relocated 9 EA
41 Construction: Ducts - Relocated 90 LF
$500.00 $2,049.7 $2,049.7 $629.3 $10.7 $7.5 $222.5 $273.7 $353.8 $1,000 $132.7 $152.7 $7.9 $23.2 $4.3 $7.9 $1.5 $3.3 $24.8 $22.3 $118 $500 $129.8 $25 $1,000.00 $6,149.10 $2,049.70 $629.30 $26,643.00 $750.00 $12,682.50 $18,611.60 $6,368.40 $796.20 $610.80 $26,354.40 $1,624.00 $1,788.80 $14,994.20 $6,000 $679.80 $7,936.00 $2,007.00 $1,062.00 $1,168.20 $2,250.00

22 CITY OF NORCO

PROPOSAL BID SHEET
FOR

NORCO CITY HALL LOBBY AND SECUIRTY UPGRADE PROJECT
42 Construction: Ducts Supports 1 LS
43 Construction: Duct plenum lining 1 LS
44 Construction: System air balancing - cfm -
per register & RAG 1 LS
Plumbing
45 Demolition: Drinking Fountain 1 EA
46 Demolition: C.W. piping 5 LF
47 Construction: Drinking Fountain with bottle
filler 1 EA
48 Construction: Water filter 1 EA
49 Construction: 1/2" cold water piping - copper 5 LF
50 Construction: 2" waste line 5 LF
51 Construction: 1 1/2" vent pipe 5 LF
Electrical
52 Demolition: Conduit and Wire 1 LS
53 Demolition: j-boxes 3 EA
54 Demolition: outlets 3 EA
55 Demolition: switches 15 EA
56 Demolition: 2x4 light fixtures 18 EA
57 Demolition: light supports 1 LS
58 Construction: Conduit - 3/4" min., with 3
wire (#12) 1382 LF
59 Construciton: Wiring - other 1 LS
60 Construction: Conduit support 1 LS
61 Construction: J-boxes 3 EA
62 Construction: Outlets - power 34 EA
63 Construction: Outlets - GFCI 2 EA
64 Construction: 2x4 light fixtures - standard 11 EA
65 Construction: 2x4 light fixtures - emergency 7 EA
66 Construction: Downlights - standard 16 EA
67 Construction: Wall-mounted light fixtures 13 SF
68 Construction: Exit light/signs 7 EA
$500.00 $600.00 $100.00 $2,000.00 $500 $500.00 $1,500 $1,500.00 $500.00 $2,000 $600 $100
$500 $500 $358.1 $14.2 $2,124.4 $797.4 $14.5 $40.9 $34.3 $66 $22 $33 $99 $12.2 $117 $55.5 $64.1 $355.8 $406.2 $106.8 $300.0 $181.5 $358.10 $71.00 $2,124.40
$797.40 $72.50 $204.50 $171.50
$198.00 $66.00 $495.00 $1,782.00 $16860.40 $351.00 $1,887.00 $128.20 $3913.80 $2,843.40 $1,708.80 $3,900.00 $1,270.50

23 CITY OF NORCO

PROPOSAL BID SHEET
FOR

NORCO CITY HALL LOBBY AND SECUIRTY UPGRADE PROJECT
69 Construction: Unitstrut conduit supports 1 LS
70 Construction: Circuit breakers 13 EA
71 Construction: Grout at wall penetrations 1 LS
72 Construction: Occupancy sensors 1 EA
73 Construction: Dimmers 15 EA
General
74 General: Mobilization 1 LS
75 General: Temporary Facilities- barriers,
restroom, etc. 1 LS
76 General: Design/Permits for fire protection 1 LS
77 General: Fire sprinkler and plumbing
connections 1 LS
Total

BUILDING IMPROVEMENTS SUBTOTAL AMOUNT
$____________________________________________________________________

BUILDING IMPROVEMENTS SUBTOTAL AMOUNT IN WORDS
_____________________________________________________________________ _____________________________________________________________________ __________________________________
__________________________________
Bidders Name and Telephone Number
NOTE: The unit price must be written in words and shown in figures. The total price must be extended for each item of work and the total of all items inserted in the space provided.
$800 $800.00 $1,100.00 $6,500 $3,000 $2,000 $5,000 $297,800 297,800 TWO HUNDRED NINETY-SEVEN THOUSAND EIGHT HUNDRED DOLLAR $1,100 $120 $249.6 $68 $6,500 $3,000 $2,000 $5,000 $1,560.00 $249.60 $1,020.00
Estate Design and Construction
408-707-6974

CITYOF NORCO

BIDBOND
FOR

NORCOCITYHALLLOBBYANDSECUIRTYUPGRADEPROJECT
KNOWALLMENBYTHESEPRESENTthat Estate Design and ConstructionInc , as BIDDER, andAmerioanContractorsindemn'gy
Company as
SURETY, are held and flrmtyboundunto THECITYOF NORCO, as AGENCY, Inthe penal sum of Twenty Nine Thousand Seven Hundred Eighty dollars ($

29.780- 0 ), which is 10 percent ofthe totai amount bid byBIDDERto AGENCYfor the above stated project. forthe paymentofwhichsum, BIDDERand SURETYagree to be bound, jointly and severally, ?rmly by these presents.

THECONDITIONS OF THISOBLIGATIONARESUCHthat, whereas BIDDERis aboutto submit a bid to AGENCYfor the above stated project, ifsaid bid is rejected. or ifsaid bid is accepted and a contract is awarded and entered into by BIDDERin the manner and time speci?ed. then this obligationshall be null and void, otherwise itshall remain in fullforce and affect in favor of AGENCY.

WITNESSour hands this 27th day of August ,2024.
(seat)
Estate Design AndConstructionInc

CONTRACTOR
(CORPORATION) - TYPE ,7
. ,/ /
///
By: . 2%.13?g g President
By:

Secretary/Treasurer
NOTE: SIGNATUREOF CORPORATEOFFICIALSMUSTBENOTARIZED.

Subscribed and sworn before m hisQi'H’day ofAg?[4221‘ ,2225/ Seal of Notary:

Notary Public
KIMSTEIL Notary Public- California
Ventura County 2
Commissionii 2387741 ‘
u (. MyComm. Expires Dec 21, 2015
17

BIDBOND(PAGE 2)
MailingAddress: 801 S Figieroa St #700
Los Angeles, CA 90017
By: Shahesta Philips Name?/
Signature:

Title: Attorney-ln-Fact
NOTE: SIGNATURE OF SURETY MUST BE NOTARIZED:

Subscribed and sworn to before me.
this 27th day of August . 2024
Seal of Notary:

Notary Public

CASH, CERTIFIED OR CASHIERS CHECK, OR BIDDERS BOND MUST BE SCANNED OR UPLOADED TO THE PLANETBIDS PORTAL WHENSUBMITTINGTHEBID/PROPOSAL. THE SUCCESSFUL BIDDER SHALLPROVIDE THE ORIGINALBIDDERS BOND DOCUMENTATIONAT TIMEOF AWARD. 18

TOIUOMARINE
H C C

POWER OF ATTORNEY
KNOW ALLMENBYTHESE PRESENTS:

That AmericanContractors IndemnityCompany of the State of California, a Californiacorporation, does hereby appoint,

SHAHESTA PHILIPS
its true and IavvfulAttomey-in-Fact, with full authority to execute on its behalf bond number , issued in the course of its business and to bind the Company thereby. in an amount not to exceed ( ),
This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the followingresolutions adopted by the Board of Directors of AMERICANCONTRACTORSINDEMNITYCOMPANYat a meeting duly called and held on the 1“ day of September, 201 1.
“Be it Resolved, that the President, any Vice-President, any Assistant Vice-President, any Secretary or any Assistant Secretary shall be and is hereby vested withfullpower and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the followingprovisions:

Attorney-in-Fact may be given full power and authority for and in the name of and on behalf of the Company, to execute. acknowledge and deliver, any and all bonds.recognizances, contracts.agreements or indemnity and other conditional or obligatory undertakings, including any and all consents forthe release of retained percentages and/or ?nal estimates on engineering and construction contracts, and any and all notices and documents canceling or terminating the Company’s liabilitythereunder, and any such instrumentsso executed by any such Attorney-in»Fact shall be binding upon the Company as itsigned by the President and sealed and effected by the Corporate Secretary.

Be it Resolved, that the signature of any authorized of?cer and seal of the Company heretofore or hereafter af?xed to any power of attorney or any certi?cate relating thereto by facsimile, and any power of attorney or certi?cate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached.” The Attorney-in-Fact named above may be an agent or a broker of the Company. The granting of this Power of Attorney is specific to this bond and does not indicate whether the Attorney-in~Fact is or is not an appointed agent of the Company.

INWITNESS WHEREOF, American Contractors Indemnity Company has caused its seal to be affixed hereto and executed by its President on this 18th day of April, 2022, -\“‘¥§K'é‘f'31$””" State “Gamma AMERICANCONT CTO s INDEMNITYCOMPANY
County of Los Angeles
incortwwtu
son 25, mo
Ada S, Pessin, President
”Va 0 \\ ””1ltln'.)\“‘\\
A Notary Public or other of?cer completing this certi?cate veri?es only the identity ofthe individualwho signed the documentto which this certi?cate is attached, and not the truthfulness, accuracy.or validityof that document.

On this 18th day of April, 2022, before me, Sonia O. Carrejo. a notary public, personally appeared Adam S. Pessin, President of AmericanContractors Indemnity Company, who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument.

I certify under PENALTYOF PERJURY under the laws of the State of CALIFORNIAthat the foregoing paragraph is true and correct, WITNESS my hand and of?cialseal. _
4, unwmiucriiumu
. [ mmpiammy !_ Signature (seal) i‘o?cummi?iifimq
l, KioLo, Assistant Secretary of American Contractors Indemnity Company, do hereby certifythat the Power ofAttorney and the resolution adopted by the Board of Directors of said Company as set forth above, are true and correct transcripts thereof and that neither the said Power of Attorney nor the resolution have been revo d and they re now i ullforce and effect.

INWITNESS WHEREOF, I have hereunto setmyhandthis 2 7 day of \ttillltllllm/ /
'4 l L, \“wWNW: Bond No.
7 0“” "'-’ .St
Agency No. 13805 5 Q. ?f???‘f??i Kio L0, A5 "1 Secretary EE' 2‘9 . 5,.“2. HccsozzeoAAcrcm/mzz

CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189
Anotary publicorother officercompletingthis certificate verifiesonlythe identity ofthe individualwhosigned the document to whichthis certificateis attached, and not the truthfulness, accuracy,or validityof that document.

County of C } OnWbefore me, KIm5+0). ND‘IQFVPlkbl(C
Date Here insert Name) and Title of theOf?cer
personally appearedg thS'ITL "Phl Il P5 Nomels) of Signer(s) State of California
I who proved to me on the basis of satisfactory evidence to be the person“) whose name(s) is/a‘esubscribed to the within instrument and acknowledged to me that He/she/tiqeyexecuted the same in his/her/their authorized capacity lites), )and that by hs/her/their signature(s) on the instrument the personis), or the entity upon behalf of which the person(s) acted, executed the instrument.

KIMSTEIL I certify under PENALTY OF PERJURY under the
Notary Public—California
I laws of the State of California that the foregoing
VenturaCounty - Commission”1167741 - paragraph Is true and correct.

MyComm.Expires Dec 21, 2025 WITNESS my hand and official seal.

Signature V Place Notary Seal and/or Stamp Above Signature of Notary Public

OPTIONAL
Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document.

Description of Attached Document
Title or Type of Document:

Document Date: Numberof Pages:

Signer(s) Other Than Named Above:

Capacity(ies) Claimed by Signer(s)
Signer’s Name: Signer’s Name:
[I Corporate Officer — Titie(s): El Corporate Officer — Title(s):

Ci Partner— El Limited El General i3 Partner— El Limited El General El Individual D Attorney in Fact El Individual El Attorney in Fact I:I Trustee El Guardianor Conservator El Trustee El Guardian or Conservator D Other: D Other:

Signer is Representing: Signer is Representing:
~mmmwwwemaaae
@2019 National Notary Association

City of Norco
Bid Results for Project NORCO CITY HALL LOBBY AND SECURITY UPGRADE PROJECT (54303.2)Issued on 08/03/2024Bid Due on September 03, 2024 10:00 AM (PDT)Exported on 09/24/2024Item Num Item Code Description Unit of Measure Quantity
Estate Design and Construction - Unit Price
Estate Design and Construction - Line Total
American Construction Company - Unit Price
American Construction Company - Line Total
MLC Constructors, Inc. - Unit Price
MLC Constructors, Inc. - Line Total
1 Architectural / Structural Demolition: Walls - Full height - studs, bracing, drywall, base LF 50 $98.50 $4,925.00 $59.00 $2,950.00 $190.00 $9,500.002 Architectural / Structural Demolition: Flooring - floor material, thresholds, adhesive, and base SF 2500 $3.40 $8,500.00 $4.00 $10,000.00 $10.00 $25,000.003 Architectural / Structural Demolition: Cabinets - Lower Cabinets, Counters, and Anchoring. LF 160 $51.20 $8,192.00 $16.30 $2,608.00 $60.00 $9,600.004 Architectural / Structural Demolition: Doors, frames, hardware EA 3 $246.30 $738.90 $600.00 $1,800.00 $1,476.00 $4,428.005 Architectural / Structural Demolition:T-bar celing grid & wiring support & compression bracing SF 1586 $2.80 $4,440.80 $3.50 $5,551.00 $6.00 $9,516.006 Architectural / Structural Demolition:T-bar ceiling - tiles only SF 628 $2.20 $1,381.60 $2.50 $1,570.00 $10.00 $6,280.007 Architectural / Structural Demolition: 3' Wide soffit over counter areas LF 142 $8.30 $1,178.60 $12.00 $1,704.00 $66.00 $9,372.008 Architectural / Structural Demolition: Light Troughs LF 95 $11.80 $1,121.00 $10.00 $950.00 $100.00 $9,500.009 Architectural / Structural Construction: Walls to 6" above celing - studs, drywall LF 36 $11.80 $424.80 $55.00 $1,980.00 $605.00 $21,780.00 10 Architectural / Structural Construction: Walls - 3'- 6" max. H. - studs & drywall LF 104 $30.20 $3,140.80 $45.00 $4,680.00 $606.00 $63,024.0011 Architectural / Structural Construction: Walls - 5'-0"max. - studs & drywall LF 6 $43.20 $259.20 $43.00 $258.00 $605.00 $3,630.0012 Architectural / Structural Construction: 1/4" glass SF 580 $69.70 $40,426.00 $44.00 $25,520.00 $168.00 $97,440.0013 Architectural / Structural Construciton: Wall bracing LS 1 $1,500.00 $1,500.00 $1,500.00 $1,500.00 $5,000.00 $5,000.0014 Architectural / Structural Construction: Soffit - framing, bracing, & drywall SF 412 $7.10 $2,925.20 $45.00 $18,540.00 $187.00 $77,044.0015 Architectural / Structural Construction: Topset base LF 1008 $2.90 $2,923.20 $10.00 $10,080.00 $6.00 $6,048.0016 Architectural / Structural Construction: Backing in walls for future equipment LS 1 $500.00 $500.00 $2,500.00 $2,500.00 $5,000.00 $5,000.0017 Architectural / Structural Construction : Insulation in walls LS 1 $1,500.00 $1,500.00 $2,500.00 $2,500.00 $2,210.00 $2,210.0018 Architectural / Structural Construction: Insulation in ceiling SF 1898 $2.60 $4,934.80 $4.50 $8,541.00 $3.00 $5,694.0019 Architectural / Structural Construction: Doors & Frames, hardware, glass - 3'x8' EA 3 $2,049.70 $6,149.10 $1,250.00 $3,750.00 $5,850.00 $17,550.0020 Architectural / Structural Construction: Doors & Frames, hardware, glass - pair 3'x8' EA 1 $2,049.70 $2,049.70 $2,500.00 $2,500.00 $11,700.00 $11,700.0021 Architectural / Structural Construction: Doors & Frames, hardware - 3'x2' EA 1 $629.30 $629.30 $1,800.00 $1,800.00 $5,850.00 $5,850.0022 Architectural / Structural Construction: Floor repair from demolition SF 2490 $10.70 $26,643.00 $3.50 $8,715.00 $2.00 $4,980.0023 Architectural / Structural Construction: Wall repair from demolition SF 100 $7.50 $750.00 $15.00 $1,500.00 $25.00 $2,500.0024 Architectural / Structural Construction: 16"-18" w. x 34" h. Cabinets - all segments, counters, and anchoring. LF 57 $222.50 $12,682.50 $160.00 $9,120.00 $910.00 $51,870.00 25 Architectural / Structural
Construction: 32" w. x 34" h. Cabinets - all segments, counters, and anchoring. LF 68 $273.70 $18,611.60 $190.00 $12,920.00 $910.00 $61,880.00 26 Architectural / Structural
Construction: 48" w. x 34" h. Cabinets - all segments, counters, and anchoring. LF 18 $353.80 $6,368.40 $280.00 $5,040.00 $910.00 $16,380.00 27 Architectural / Structural Construction: Accessories LS 1 $1,000.00 $1,000.00 $2,500.00 $2,500.00 $5,000.00 $5,000.0028 Architectural / Structural Construction: Tactile Signage EA 6 $132.70 $796.20 $80.00 $480.00 $260.00 $1,560.0029 Architectural / Structural Construction: Room signage EA 4 $152.70 $610.80 $180.00 $720.00 $260.00 $1,040.0030 Architectural / Structural Construction: LVT Flooring SF 3336 $7.90 $26,354.40 $11.00 $36,696.00 $15.00 $50,040.0031 Architectural / Structural Construction: Floor transition strip LF 70 $23.20 $1,624.00 $16.00 $1,120.00 $22.00 $1,540.0032 Architectural / Structural Construction: Drywall ceiling & framing SF 416 $4.30 $1,788.80 $25.00 $10,400.00 $10.00 $4,160.0033 Architectural / Structural Construction: 2'X2' T-bar celing grid (2'x2') & wiring support & compression bracing, and tiles SF 1898 $7.90 $14,994.20 $6.00 $11,388.00 $18.00 $34,164.00 34 Architectural / Structural Construction: Painting - 1 coat primer, 2 coats paint SF 4000 $1.50 $6,000.00 $18.00 $72,000.00 $16.00 $64,000.0035 Architectural / Structural Construction: 2" Stainless Steel trim LF 206 $3.30 $679.80 $16.00 $3,296.00 $25.00 $5,150.0036 Architectural / Structural Construction: Plastic laminate wall veneer SF 320 $24.80 $7,936.00 $16.00 $5,120.00 $129.00 $41,280.0037 Mechanical Demolition: Ducts LF 90 $22.30 $2,007.00 $12.00 $1,080.00 $39.00 $3,510.0038 Mechanical Demolition: Grilles, registers for removal or relocation EA 9 $118.00 $1,062.00 $55.00 $495.00 $278.00 $2,502.0039 Mechanical Demolition: Strapping, bracing LS 1 $500.00 $500.00 $500.00 $500.00 $2,500.00 $2,500.0040 Mechanical Construction: Diffusers & grilles - relocated EA 9 $129.80 $1,168.20 $360.00 $3,240.00 $1,000.00 $9,000.0041 Mechanical Construction: Ducts - Relocated LF 90 $25.00 $2,250.00 $20.00 $1,800.00 $100.00 $9,000.0042 Mechanical Construction: Ducts Supports LS 1 $500.00 $500.00 $750.00 $750.00 $5,000.00 $5,000.0043 Mechanical Construction: Duct plenum lining LS 1 $100.00 $100.00 $1,200.00 $1,200.00 $2,500.00 $2,500.0044 Mechanical Construction: System air balancing - cfm - per register & RAG LS 1 $600.00 $600.00 $600.00 $600.00 $5,000.00 $5,000.0045 Plumbing Demolition: Drinking Fountain EA 1 $358.10 $358.10 $150.00 $150.00 $750.00 $750.0046 Plumbing Demolition: C.W. piping LF 5 $14.20 $71.00 $15.00 $75.00 $160.00 $800.0047 Plumbing Construction: Drinking Fountain with bottle filler EA 1 $2,124.40 $2,124.40 $3,200.00 $3,200.00 $10,000.00 $10,000.0048 Plumbing Construction: Water filter EA 1 $797.40 $797.40 $600.00 $600.00 $850.00 $850.0049 Plumbing Construction: 1/2" cold water piping - copper LF 5 $14.50 $72.50 $20.00 $100.00 $300.00 $1,500.0050 Plumbing Construction: 2" waste line LF 5 $40.90 $204.50 $300.00 $1,500.00 $300.00 $1,500.0051 Plumbing Construction: 1 1/2" vent pipe LF 5 $34.30 $171.50 $120.00 $600.00 $300.00 $1,500.0052 Electrical Demolition: Conduit and Wire LS 1 $2,000.00 $2,000.00 $650.00 $650.00 $2,500.00 $2,500.0053 Electrical Demolition: j-boxes EA 3 $66.00 $198.00 $150.00 $450.00 $250.00 $750.0054 Electrical Demolition: outlets EA 3 $22.00 $66.00 $250.00 $750.00 $250.00 $750.0055 Electrical Demolition: switches EA 15 $33.00 $495.00 $680.00 $10,200.00 $250.00 $3,750.0056 Electrical Demolition: 2x4 light fixtures EA 18 $99.00 $1,782.00 $230.00 $4,140.00 $140.00 $2,520.0057 Electrical Demolition: light supports LS 1 $500.00 $500.00 $200.00 $200.00 $500.00 $500.0058 Electrical Construction: Conduit - 3/4" min., with 3 wire (#12) LF 1382 $12.20 $16,860.40 $14.00 $19,348.00 $27.00 $37,314.0059 Electrical Construciton: Wiring - other LS 1 $1,500.00 $1,500.00 $200.00 $200.00 $1,500.00 $1,500.0060 Electrical Construction: Conduit support LS 1 $500.00 $500.00 $600.00 $600.00 $2,500.00 $2,500.0061 Electrical Construction: J-boxes EA 3 $117.00 $351.00 $75.00 $225.00 $500.00 $1,500.0062 Electrical Construction: Outlets - power EA 34 $55.50 $1,887.00 $125.00 $4,250.00 $688.00 $23,392.0063 Electrical Construction: Outlets - GFCI EA 2 $64.10 $128.20 $150.00 $300.00 $750.00 $1,500.0064 Electrical Construction: 2x4 light fixtures - standard EA 11 $355.80 $3,913.80 $200.00 $2,200.00 $1,618.00 $17,798.0065 Electrical Construction: 2x4 light fixtures - emergency EA 7 $406.20 $2,843.40 $250.00 $1,750.00 $1,618.00 $11,326.0066 Electrical Construction: Downlights - standard EA 16 $106.80 $1,708.80 $150.00 $2,400.00 $1,618.00 $25,888.0067 Electrical Construction: Wall-mounted light fixtures SF 13 $300.00 $3,900.00 $180.00 $2,340.00 $1,618.00 $21,034.0068 Electrical Construction: Exit light/signs EA 7 $181.50 $1,270.50 $200.00 $1,400.00 $1,616.00 $11,312.0069 Electrical Construction: Unitstrut conduit supports LS 1 $800.00 $800.00 $200.00 $200.00 $1,500.00 $1,500.0070 Electrical Construction: Circuit breakers EA 13 $120.00 $1,560.00 $500.00 $6,500.00 $100.00 $1,300.0071 Electrical Construction: Grout at wall penetrations LS 1 $1,100.00 $1,100.00 $250.00 $250.00 $2,500.00 $2,500.0072 Electrical Construction: Occupancy sensors EA 1 $250.40 $250.40 $200.00 $200.00 $650.00 $650.0073 Electrical Construction: Dimmers EA 15 $68.00 $1,020.00 $300.00 $4,500.00 $650.00 $9,750.0074 General General: Mobilization LS 1 $6,500.00 $6,500.00 $5,000.00 $5,000.00 $80,042.00 $80,042.0075 General General: Temporary Facilities- barriers, restroom, etc. LS 1 $3,000.00 $3,000.00 $3,500.00 $3,500.00 $18,580.00 $18,580.0076 General General: Design/Permits for fire protection LS 1 $2,000.00 $2,000.00 $2,500.00 $2,500.00 $14,550.00 $14,550.0077 General General: Fire sprinkler and plumbing connections LS 1 $5,000.00 $5,000.00 $4,000.00 $4,000.00 $44,050.00 $44,050.00 Total $297,800.80 $386,240.00 $1,145,378.00

GENERAL NOTES PROJECT DIRECTORY SHEET INDEX

SYMBOL LEGEND ABBREVIATIONS
SHEET REFERENCE NO.

DETAIL DESIGNATION

SECTION DETAIL TARGET
SHEET REFERENCE NO.

DETAIL DESIGNATION

PARTIAL SECTION TARGET

SECTION DESIGNATION
SHEET REFERENCE NO.

BUILDING SECTION TARGET
SHEET REFERENCE NO.

ELEVATION TARGET

DETAIL DESIGNATION

DOOR NUMBER

NOTE NUMBER
REVISION NO.

OR ADDENDUM NO.

REVISION TARGET/ADDENDUM TARGET
2 ELEVATION

PLAN DATUM

NORTH ARROW

ELEVATION REFERENCE TARGET
DATUM

SECTION/

SHEET NUMBER

KEY NOTE TARGET

DOOR/WINDOW NUMBER TAG

PARTITION TYPE TARGET

ROOM NAME

ROOM NAME AND NUMBER TARGET

DETAIL DESIGNATION

VIEW NAME

VIEW NUMBER
SHEET REFERENCE NO.

VIEW SCALE

EXTERIOR ELEVATION TARGET
ROOM NO.

MATCH LINE

COLUMN CENTERLINE
CL
1 AXXX
X
A1A SC: 1/8"=1'
DETAIL
AXXX
A
AXXX
X
AXXX
X
EL= X'-XX"
T.O.W.

X'-XX"

MATCH LINE SE X/XX

MATCH LINE SE X/XX

WALL ASSEMBLY

PARTITION TYPE

DESIGNATION
(NOT ALL ABBREVIATIONS MAY BE USED IN THIS DOCUMENT)

IN INCH

INFO INFORMATION

INV INVERT
JT or JNT JOINT

JST JOIST

L ANGLE
LB or # POUNDS

LG LONG

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MEZZ MEZZANINE

MIN MINIMUM

MISC MISCELLANEOUS

MPH MILES PER HOUR

MPS MODULAR

PANELBOARD SYSTEM

MSB MAIN SWITCH BOARD

MTL METAL
(N) NEW
NO OR # NUMBER

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OFCI OWNER FURNISHED,

CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED,

OWNER INSTALLED

OH OPPOSITE HAND

OPNG OPENING

PC PLUMBING

CONTRACTOR

PLAM PLASTIC LAMINATE

PL PROPERTY LINE

PLYWD PLYWOOD

PR PAIR

PSF POUNDS PER SQUARE
FOOT

PSI POUNDS PER SQUARE
INCH

QT QUARRY TILE

RAD OR (R) RADIUS

REINF REINFORCEMENT

SC SAW-CUT JOINT

SCHED SCHEDULE

SHT SHEET

SIM SIMILAR

SM SHEET METAL

SMS SHEET METAL SCREW

SPEC (S) SPECIFICATION(S)

SQ SQUARE

SQ IN SQUARE INCH

SF OR SQ FT SQUARE FOOT
S.S. STAINLESS STEEL

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL
(T) TOP

TEMP TEMPERED
(TEMPERATURE)

THK THICKNESS

T&G TONGUE & GROOVE

TN TOE NAIL

TOB TOP OF BEAM

TOC TOP OF CURB

TOF TOP OF FOOTING

TO PL TOP OF PLATE

TOS TOP OF SLAB

TOW TOP OF WALL

TYP TYPICAL

UON UNLESS OTHERWISE
NOTED

USP UNDER SEPARATE
PERMIT
VERT or (V) VERTICAL

VWC VINYL

WALLCOVERING

W/ WITH

WD WOOD

WRGB WATER RESISTANT

GYPSUM BOARD

WIC WALK-IN BOX

WT WEIGHT

WWM WELDED WIRE MESH
& AND
@ AT

AB ANCHOR BOLT

AC ASPHALTIC CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ACP ACOUSTIC CEILING PANEL

ADAAG AMERICANS WITH DISABILITIES

ACT ACCESSIBILITY GUIDELINES

AFF ABOVE FINISH FLOOR

ALUM ALUMINUM

APA AMERICAN PLYWOOD

ASSOCIATION

AQT ABRASIVE QUARRY TILE

ARCH ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR TESTING

MATERIALS

BLKG BLOCKING

BN BOUNDARY NAIL

BM BEAM

BOJ BOTTOM OF JOIST

BUR BUILT UP ROOFING
BOTT or (B) BOTTOM

C CONDUIT
CL or ℄ CENTER LINE

CBB CEMENTITIOUS BACKER BOARD

CD CORE DRILL

CJ CONTROL JOINT (COLD JOINT)

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONST JT CONSTRUCTION JOINT

CONT CONTINUOUS

CONTR CONTRACTOR

COMP COMPACTED (ION)

CT CERAMIC TILE

DBL DOUBLE
DEG or ° DEGREE
DIA or Ø DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DR DOOR

DWG (S) DRAWING(S)
(E) EXISTING

EA EACH

EC ELECTRICAL CONTRACTOR

EF EACH FACE

EL ELEVATION

EN EDGE NAIL

EOC EDGE OF COUNTER / EDGE OF

EQUIPMENT
EQ or = EQUAL

ES EACH SIDE

EXP EXPANSION

FACT FACTORY

FD FLOOR DRAIN

FDN FOUNDATION

FF FINISHED FLOOR

FFL FINISHED FLOOR LEVEL

FG FLOAT GLASS

FLR FLOOR

FIN FINISH

FN FIELD NAIL

FOB FACE OF BEAM

FOF FACE OF FINISH

FOJ FACE OF JOIST

FOM FACE OF MASONRY

FOP FACE OF POST

FOS FACE OF STUD

FRP FIBERGLASS REINFORCED PANEL

FS FLOOR SINK

FT FEET

FTG FOOTING

GA GAUGE (GAGE)

GB GYPSUM BOARD

GC GENERAL CONTRACTOR

GALV GALVANIZED

GI GALVANIZED IRON

GLB GLUE-LAMINATED BEAM

HD HUB DRAIN

HDR HEADER

HDW HARDWARE

HGR HANGER
HGT or HT HEIGHT

HM HOLLOW METAL
HORIZ or H HORIZONTAL

HSB HIGH STRENGTH BOLT

1. ALL CONTRACTORS AND SUBCONTRACTORS WILL THOROUGHLY FAMILIARIZE

THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS AND WILL VERIFY EXISTING SITE AND CONDITIONS PRIOR TO SUBMITTING A BID. ALL SUBCONTRACTORS WILL PROVIDE

ALL LABOR, SUPERVISION, AND MATERIALS OF EVERY TYPE WHICH MAY BE NECESSARY FOR A SUCCESSFUL COMPLETION. ALL WORK TO BE PERFORMED IN A GOOD AND

WORKMANLIKE MANNER ACCORDING TO THE TRUE INTENT AND MEANING OF THE DRAWINGS AND SPECIFICATIONS.

2. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL NOT HAVE CONTROL, OF

AND WILL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES,

SEQUENCES, PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION

WITH THE WORK ON THIS PROJECT OR FOR THE ACTS OR OMISSIONS OF THE

CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE

WORK ON THIS SITE, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN

ACCORDANCE WITH THE INTENT OF THE CONTRACT AND OR CONSTRUCTION DOCUMENTS.

3. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND/OR SHORING TO INSURE STRUCTURAL STABILITY OF THE BUILDING AND ALL RELATED BUILDING COMPONENTS IE:

STRUCTURAL WALLS, INTERIOR WALL ASSEMBLIES, ETC. DURING THE CONSTRUCTION PHASE OF THIS PROJECT.

4. WORK WILL BE COORDINATED WITH ALL TRADES IN ORDER TO AVOID INTERFERENCE, AND AVOID OMISSIONS.

5. ALL MATERIALS USED WILL BE NEW AND BEAR U.L. LABELS WHERE REQUIRED AND MEET APPROPRIATE N.E.M.A. STANDARDS.

6. LAYOUT ALL PARTITIONS BEFORE BEGINNING CONSTRUCTION TO PREVENT ERRORS BY DISCREPANCY. ALL DRYWALL PARTITIONS WILL BE INSTALLED AS NOTED ON THE DRAWINGS.

7. EACH SUBCONTRACTOR WILL AMEND AND MAKE GOOD AT HIS OWN COST, ANY DEFECTS OR OTHER FAULTS IN HIS WORKMANSHIP AND/OR HIS SUPPLIED MATERIALS.

8. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING, CUTTING AND/OR INSTALLING MATERIAL, PRODUCT OR EQUIPMENT. IN THE EVENT OF ANY DISCREPANCIES, CONTACT THE CONSTRUCTION MANAGER BEFORE PROCEEDING WITH THAT WORK.

9. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. IN

THE EVENT OF OMISSION OF NECESSARY DIMENSIONS OR INFORMATION, CONTRACTOR SHALL NOTIFY ARCHITECT. FIGURED AND CALCULATED DIMENSION TAKES PRECEDENCE OVER SCALED MEASUREMENTS. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ALL PLAN DETAILS AND WALL

SECTIONS ARE ASSUMED TO BE TYPICAL CONDITIONS UNLESS DETAILED OR NOTED OTHERWISE.

10. ADD SUFFICIENT BLOCKING IN STUD WALLS TO SUPPORT ALL ITEMS OR EQUIPMENT SHOWN OR SPECIFIED TO BE ATTACHED TO THE WALLS. PROVIDE ADDITIONAL STRUCTURAL SUPPORT (ANGLES, CHANNELS, ETC.) WITHIN WALLS WHERE THE WEIGHT OF ATTACHED ITEMS OR EQUIPMENT IS TOO GREAT TO BE SUPPORTED BY METAL STUDS.

PROVIDE BLOCKING FOR OWNER FURNISHED OR INSTALLED ITEMS.

11. ALL FINISHED FLOOR ELEVATIONS REFER TO ARCHITECTURAL DRAWINGS ONLY. REFER TO CIVIL DRAWINGS FOR RELATIONSHIP TO PROJECT BENCHMARK(S).

12. ANY ADDITIONS OR CHANGES TO WORK MUST BE AUTHORIZED IN WRITING BY THE CONSTRUCTION MANAGER. NO ALTERATIONS WILL BE MADE ON THIS PROJECT EXCEPT UPON WRITTEN ORDER BY THE CONSTRUCTION MANAGER.

13. WEATHER CONDITIONS: CONTRACTORS WILL PROTECT ALL PARTS OF THEIR WORK FROM WEATHER DAMAGE DUE TO FROST, RAIN, HEAT, ETC. AND WILL MAKE GOOD TO THE

SATISFACTION OF THE CONSTRUCTION MANAGER AND/OR GENERAL CONTRACTOR ANY PORTION OF THE WORK WHICH MAY HAVE BECOME DAMAGED.

14. SITE SAFETY: EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS AND RELATED OSHA STANDARDS FOR THE PROTECTION AND SAFETY FOR THEIR EMPLOYEES ON SITE.

THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL BE HELD HARMLESS BY THE

OWNER, GENERAL CONTRACTOR AND RELATED AWARDED TRADES ON THIS PROJECT

FOR ACCIDENTS OR INJURIES CAUSED OR ACCRUED ON THIS PROPERTY DURING THE PRE/ACTUAL/POST CONSTRUCTION PHASES OF THIS PROJECT.

15. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL OF DEBRIS ACCUMULATED BY EACH TRADE. HOWEVER, EACH TRADE WILL KEEP THE JOB SITE CLEAN AND SAFE AT ALL TIMES, ALONG WITH A BROOM FINISH AT THE END OF EACH WORKING DAY.

16. TRANSITION OF DIFFERENT FLOORING MATERIALS AT DOORWAYS SHALL OCCUR AT CENTERLINE OF DOORS TYPICALLY.

17. PAINT ALL WALL SURFACES, DOOR FRAMES, BULKHEADS AND CEILINGS IN ROOMS WHERE INDICATED ON ROOM FINISH SCHEDULE. PAINT BEHIND ALL MOVEABLE ITEMS ADJACENT TO WALLS RECEIVING PAINT AND RELOCATE ITEMS.

18. ALL WEATHER - EXPOSED SURFACES SHALL HAVE A WEATHER RESISTIVE BARRIER TO

PROTECT THE INTERIOR WALL COVERING AND EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF.

19. ALL PLAN DIMENSIONS ARE TO FINISHED FACE OF FINISHED WALLS, FACE OF MASONRY, AND CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE.

20. VERIFY ALL ELEVATIONS AND DIMENSIONS OF STRUCTURAL ELEMENTS WITH ARCHITECTURAL DRAWINGS. IN CASE OF CONFLICT, NOTIFY ARCHITECT. THE CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND BE RESPONSIBLE FOR THEM. ALL

DIMENSIONAL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.

PROJECT SUMMARY

VICINITY MAP
ARCHITECT & ENGINEERING TEAM :

PLUMP GROUP
914 E KATELLA AVENUE
ANAHEIM, CA 92807
CONTACT: MICHAEL GEORGY
EMAIL: [email protected]
TEL: (714) 385-1835
NORTH

DEFERRED SUBMITTALS

TENANT IMPROVEMENTS

NORCO CITY HALL
2870 CLARK AVENUE
NORCO, CA 92860
N
XXXX
XXXX
XXX
X
X
AXXX
B
C A
D

ELEVATION DESIGNATION

WX WINDOW NUMBER COVER SHEET AND GENERAL NOTES
G001

THE FOLLOWING ITEMS ARE THE RESPONSIBILITY OF GENERAL CONTRACTOR AND SHALL BE SUBMITTED AND APPROVED PRIOR TO INSTALLATION:

FIRE ALARM AND FIRE SPRINKLER PLANS. SYSTEM SHALL BE DESIGNED TO MEET ALL REQUIREMENTS OF NFPA13 AND LOCAL JURISDICTION REQUIREMENTS.

FIRE SPRINKLER MODIFICATIONS TO THE (E) SYSTEM SHALL BE A DEFERRED SUBMITTAL UNDER A SEPARATE PERMIT.

ENGINEERING TEAM (ELECTRICAL):

PLUMP GROUP
914 E KATELLA AVENUE
ANAHEIM, CA 92807
CONTACT: FRANK NGUYEN
EMAIL: [email protected]
TEL: (714) 385-1835
APPLICABLE BUILDING CODES:

BUILDING 2022 CALIFORNIA BUILDING CODE
FIRE 2022 CALIFORNIA FIRE CODE
PLUMBING 2022 CALIFORNIA PLUMBING CODE
MECHANICAL 2022 CALIFORNIA MECHANICAL CODE
ELECTRICAL 2022 CALIFORNIA ELECTRICAL CODE
ACCESSIBILITY 2022 CALIFORNIA BUILDING CODE
ENERGY 2022 CALIFORNIA CODE OF REGULATIONS TITLE 24
GREEN 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
SCOPE OF WORK:

TENANT IMPROVEMENT TO 3,492 SF TENANT IMPROVEMENT WITHIN EXISTING CITY HALL BUILDING. TENANT IMPROVEMENTS TO INCLUDE DEMOLITION OF EXISTING MILLWORK, FLOORING AND CEILING. NEW INTERIOR NON-BEARING PARTITIONS, CEILINGS, ELECTRICAL RECEPTACLES, FINISHES, REPLACING DOORS, HARDWARE AND CASEWORK. MAIN ELECTRICAL SERVICE IS EXISTING TO REMAIN. NEW DRINKING FOUNTAIN INCLUDING WATER AND WASTE. NO SITE WORK OR MODIFICATIONS TO THE EXTERIOR OF THE BUILDING ARE PROPOSED FOR THIS PROJECT.

BUILDING DATA:

BUILDING AREA: 26,680 SF
TYPE OF BUILDING CONSTRUCTION: V-NON RATED BUILDING
OCCUPANCY GROUP: B
FIRE SPRINKLERS: FULLY SPRINKLERED
T.I. AREA: 3,492 SF
NATURE OF BUSINESS: CITY HALL
NUMBER OF STORIES: 1
SITE DATA:

PARKING PROVIDED: 96 SPACES
4 ACCESSIBLE SPACES (INCLUDING 2 VAN ACCESSIBLE) NO SITE WORK IS PROPOSED AS PART OF THIS PROJECT FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ARCH\1_2307048_G001 COVER SHEET.DWG PLOT DATE/TIME: 5/14/2024 1:25 PM USER NAME: MICHAEL GEORGY

R E V I S I O N S
Project Manager:

Date:

Project Number:

Scale:

S H E E T N U M B E R
A.2307048 Sheet Title: Project:

P L U M P E N G I N E E R I N G I N C.
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com

CONSULTING ENGINEERS

STRUCTURAL, MECHANICAL, PLUMBING,

ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp:
5/14/24 TENANT IMPROVEMENT FOR: NORCO SECURITY ASSEMENT 2870 Clark Ave Norco, CA 92860 8/03/2023
MG
ARIC D. GLESS

ARCHITECT
ED
C
NE
S I L

BUILDING SUBMITTAL
01/11/2024

CLIENT REVIEW
01/11/2024
DX
PROJECT OWNER:
2870 CLARK AVENUE
NORCO, CA 92860
CONTACT: AMANDA HAMILTON
TELEPHONE: (951) 270 -5633
EMAIL: [email protected]
STRUCTURAL ENGINEER:

PLUMB ENGINEERING
914 E. KATELLA AVENUE
ANAHEIM, CA 92807
CONTACT: ELLYS BOYD
EMAIL: [email protected]
TEL: (714) 385-1835
MECHANICAL/PLUMBING ENGINEER:

PLUMB ENGINEERING
914 E. KATELLA AVENUE
CONTACT: RAMOUND DUENAS
EMAIL: [email protected]
TEL: (714) 385-1835

ARCHITECTURAL

GENERAL
G001 COVER SHEET
A001 SITE PLAN
G002
G003

GREEN SHEETS
A103 FLOOR PLAN
A201
A502 CEILING DETAILS
A102 DEMO CEILING PAN
G004

ACCESSIBILITY DETAILS
A401 INTERIOR ELEVATIONS
A501

GREEN SHEETS

GREEN SHEETS
G005
A101 DEMOLITION PLAN
A400 INTERIOR SECTIONS

FIRE DEPARTMENT NOTES

1. EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED EDGE, SURFACE MOUNTED, OR FLUSH BOLTS ARE PROHIBITED. ALL DOORS SHALL OPEN IN DIRECTION OF EXIT FOR ALL OCCUPANCIES ABOVE 50.

2. REFER TO CALIFORNIA BUILDING CODE CHAPTER 10 SECTION 1003.3.1.9 FOR PANIC HARDWARE REQUIREMENTS, FOR OCCUPANCY LOADS OVER 50.

3. EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH A LIGHT HAVING AN INTENSITY OF NOT LESS THAN ONE FOOT CANDLE AT THE FLOOR LEVEL. PROVIDE EXIT SIGNS AS PER SECTION 1003.2.8 OF CALIFORNIA BUILDING CODE. PROVIDE APPROVED

ILLUMINATED EXIT SIGNS AND EXITING ILLUMINATION WHICH ARE POWERED FROM SEPARATE CIRCUITS AND COMPLY WITH SECTION 1003.2.9 OF CALIFORNIA BUILDING CODE WHEN APPLICABLE.

4. EXIST AISLES SHALL BE A MINIMUM OF 44" WIDE IN THE CLEAR, LEADING TO EXITS, AND MAINTAINED TO PUBLIC WAY.

5. PORTABLE FIRE EXTINGUISHER SIZE, TYPE, LOCATION AND QUANTITY WILL BE DETERMINED AT SITE BY THE FIRE PREVENTION INSPECTOR. FIRE EXTINGUISHERS SHALL BE SPACED NOT MORE THAN 75 FEET TRAVEL DISTANCE FROM ANY POINT ALONG THE PATH OF EXIT TRAVEL ACCORDANCE WITH TITLE 19, CCR AND SECTION 906 CFC.

6. WHEN APPLICABLE, INSTALL ADDRESS NUMBERS AND/OR SUITE NUMBERS IN A

CONSPICUOUS LOCATION ON EACH BUILDING SO THAT THEY ARE EASILY VISIBLE IN HEIGHT AND SHALL CONTRAST WITH THEIR BACKGROUND.

7. EMERGENCY LIGHITING: ENTIRE BUILDING WILL BE CONNECTED TO BACK-UP GENERATOR WHICH WILL PROVIDE POWER TO THE ENTIRE FACILITY IN EMERGENCY SITUATIONS.

8. A BUILDING/BUSINESS MASTER KEY SHALL BE PROVIDED AT TIME OF FIRE FINAL INSPECTION TO BE PLACED IN KNOX BOX RAPID ENTRY SYSTEM.

9. OWNER TO PROVIDE A COPY OF THE LAST TITLE 19 CCR (ANNUAL AND 5 YEAR CERTIFICATIONS) FIRE SPRINKLER REPORTS PRIOR TO FINAL INSPECTION.

LOCAL MAP
G006 FLOOR LIFE SAFETY & EXITING PLAN
A600 DOOR SCHEDULE
A104 FINISH FLOOR PLAN

REFLECTED CEILING PLAN

DETAILS

MECHANICAL

ELECTRICAL

STRUCTURAL
S001 GENERAL NOTES
S100 FLOOR PLAN
S201 REFLECTED CEILING PLAN
S300 STRUCTURAL DETAILS
S301 STRUCTURAL DETAILS
S302 STRUCTURAL DETAILS
S400 INTERIOR ELEVATIONS
M001 GENERAL NOTES & LEGEND
M101 DEMO CEILING PLAN
M201 REFLECTED CEILING PLAN
M100 EXISTING SITE PLAN
M300 MECHANICAL SPECIFICATIONS
M500 MECHANICAL DETAILS
E001 GENERAL NOTES & SYMBOLS
E002 ELECTRICAL SPECIFICATIONS
E003 ELECTRICAL DETAILS
E004 PANELBOARD SCHEDULES
E100 SITE PLAN
E200 POWER PLAN
E300 LIGHTING PLAN
E400 LIGHTING SPECIFICATIONS

PLUMBING
P001 PLUMBING LEGEND, SYMBOLS AND GENERAL NOTES
P100 PLUMBING SITE PLAN
P101 PLUMBING PIPING FLOOR PLANS
P002 PLUMBING SPECIFICATIONS
E005 TITLE 24
E301 PHOTOMETRIC PLAN
PCC#1
05/09/2024
1 1
1 1
1 1 A300 MILLWORK ENLARGED PLAN

APPROVED

REVIEWED FOR CODE COMPLIANCE
Approval of these plans and specifications does shall not be considered to be a permit for, or an approval of any violation Federal, State, County, or City laws or ordinances. One set of approved plans must be kept on the project site until completion.

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024 Page 67 of 119
CHAPTER 5 NONRESIDENTIAL MANDATORY MEASURES SECTION 5.101 GENERAL 5.101.1 SCOPE The provisions of this chapter outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties. DIVISION 5.1 PLANNING AND DESIGN 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023) Y SECTION 5.102 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This applies to all lateral angles around the luminaire. LOW-EMITTING AND FUEL EFFICIENT VEHICLES. Eligible vehicles are limited to the following: 1. Zero emission vehicle (ZEV), enhanced advanced technology PZEV (enhanced AT ZEV) or transitional zero emission vehicles (TZEV) regulated under CCR, Title 13, Section 1962. 2. High-efficiency vehicles, regulated by U.S. EPA, bearing a fuel economy and greenhouse gas rating od 9 oe 10 as regulated under 40 CFR Section 600 Subpart D. NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle" either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to zero-emission vehicle standards. TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors. VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor, designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing. Note: Source: Vehicle Code, Division 1, Section 668 ZEV. Any vehicle certified to zero-emission standards. SECTION 5.106 SITE DEVELOPMENT 5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures: 5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordinance. 5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMPs. 1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Scheduling construction activity during dry weather, when possible. b. Preservation of natural features, vegetation, soil, and buffers around surface waters. c. Drainage swales or lined ditches to control stormwater flow. d. Mulching or hydroseeding to stabilize disturbed soils. e. Erosion control to protect slopes. f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). h. Sediment trap or sediment basin to retain sediment on site. i. Stabilized construction exits. j. Wind erosion control. k. Other soil loss BMPs acceptable to the enforcing agency. 2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Dewatering activities. b. Material handling and waste management. c. Building materials stockpile management. d. Management of washout areas (concrete, paints, stucco, etc.). e. Control of vehicle/equipment fueling to contractor's staging area. f. Vehicle and equipment cleaning performed off site. g Spill prevention and control. h. Other housekeeping BMPs acceptable to the enforcing agency. DIVISION 5.2 ENERGY EFFICIENCY SECTION 5.201 GENERAL 5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards. DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION SECTION 5.301 GENERAL 5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance. SECTION 5.302 DEFINITIONS 5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference) EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on the amount of water that needs to be applied to the landscape. FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade, not including exterior areas such as stairs, covered walkways, patios and decks. METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration can be fixed or adjustable. GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance (California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO. POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5. POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction. RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again. SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental unit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section 1954.202 (g) and Water code Section 517 for additional details.) WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO). 5.106.5.3 Electric vehicle (EV) charging. [N] Construction to provide electric vehicle infrastructure and facilitate electric vehicle charging shall comply with Section 5.106.5.3.1 and shall be provided in accordance with regulations in the California Building Code and the California Electrical Code. Exceptions: 1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: a. Where there is no local utility power supply b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcement agency substantiating the local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. 2. Parking spaces accessible only by automated mechanical car parking systems are not required to comply with this code section 5.106.5.3.1 EV capable spaces. [N] EV capable spaces shall be provided in accordance with Table 5.106.5.3.1 and the following requirements: 1. Raceways complying with the California Electrical Code and no less that 1-inch (25 mm) diameter shall be provided and shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed location of the EV capable and into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may be used to serve multiple EV charging spaces. 2. A service panel or subpanel (s) shall be provided with panel space and electrical load capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS. 3. The electrical system and any on-site distribution transformers shall have sufficient capacity to supply full rated amperage at each EV capable space. 4. The service panel or subpanel circuit directory shall identify the reserved overcurrent protective devices space(s) as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE." Note: A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by an enforcement agency. See vehicle Code Section 22511.2 for further details. ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New 5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility. 5.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the anticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall be convenient from the street and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates. 5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections 5.106.4.2.1 and 5.106.4.2.2 5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building. 5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. 5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.4.2 5.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter. 5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack. Exception: Additions or alterations which add nine or less visitor vehicular parking spaces. CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work. A code section will be designated by a banner to indicate where the code section only applies to newly constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no banner will be used. 301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only: Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section 1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance. 301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work. 301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC) 301.5 HEALTH FACILITIES. (see GBSC) SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. SECTION 303 PHASED PROJECTS 303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply. 303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations. 5.106.5.3.3 Use of automatic load management systems (ALMS). ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacity specified in Section 5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs. 5.106.5.3.4 Accessible EVCS. When EVSE is installed, accessible EVSC shall be provided in accordance with the California Building Code, Chapter 11B, Section 11B-228.3. Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 5.106.5.4 Electric Vehicle (EV) charging: medium-duty and heavy-duty. [N] Construction shall comply with section 5.106.5.4.1 to facilitate future installation of electric vehicle supply equipment (EVSE). Construction for warehouses, grocery stores and retail stores with planned off-street loading spaces shall also comply with Section 5.106.5.4.1 for future installation of medium- and heavy-duty EVSE. Exceptions: 1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: a. Where there is no local utility power supply. b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California Electrical Code and as follows: 5.106.5.4.1 Electric vehicle charging readiness requirements for warehouse, grocery stores and retail stores with planned off-street loading spaces. [N] In order to avoid future demolition when adding EV charging supply and distribution equipment, spare raceways(s) or busway(s) and adequate capacity for transformers(s), service panels(s) or subpanel(s) shall be installed at the time of construction in accordance with the California Electrical Code. Construction plans and specifications shall include but are not limited to, the following: 1. The transformer, main service equipment and subpanel shall meet the minimum power requirement in Table 5.106.5.4.1 to accommodate the dedicated branch circuits for the future installation of EVSE. 2. The construction documents shall indicate on or more location(s) convenient to the planned offstreet loading space(s) reserved for medium-and heavy-duty ZEV charging cabinets and charging dispensers, and a pathway reserved for routing of conduit from the termination of the raceway(s) or busway(s) to the charging cabinet(s) and dispenser(s) as shown in Table 5.106.5.4.1 3. Raceway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the area where potential future medium-and heavy-duty EVSE will be located and shall terminate in close proximity to the potential future location of the charging equipments for medium- and heavy-duty vehicles. 4. The raceway(s) or busway(s) shall be sufficient size to carry the minimum additional system load to the future location of the charging for medium- and heavy-duty ZEVs as shown in Table 5.106.5.4.1. TABLE 5.106.5.3.1 TOTAL NUMBER OF ACTUAL PARKING SPACES NUMBER OF REQUIRED EV CAPABLE SPACES NUMBER OF EVCS (EV CAPABLE SPACES PROVIDED WITH EVSE)^2 0-9 0 0 10-25
2 0 26-50
8 2 51-75 133 76-100 174 101-150 25 6 151-200 35 9 201 AND OVER 20% of total¹ 25% of EV capable spaces¹ 5.106.8 LIGHT POLLUTION REDUCTION. [N]. l Outdoor lighting systems shall be designed and installed to comply with the following: 1. The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10, Section 10-114 of the California Administrative Code; and 2. Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8); 3. Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in Chapter 8) and 4. Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent. Exceptions: [N] 1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code. 2. Emergency lighting. 3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6. 4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction. 5. Luminaires with less than 6,200 initial luminaire lumens. TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS 1,2 ALLOWABLE RATING LIGHTING ZONE LZ0 LIGHTING ZONE LZ1 LIGHTING ZONE LZ2 LIGHTING ZONE LZ3 LIGHTING ZONE LZ4 MAXIMUM ALLOWABLE BACKLIGHT RATING 3 Luminaire greater than 2 mounting heights (MH) from property line N/A No Limit No Limit No Limit No Limit Luminaire back hemisphere is 1-2 MH from property line N/A B2 B3 B4 B4 Luminaire back hemisphere is 0.5-1 MH from property line N/A B1 B2 B3 B3 Luminaire back hemisphere is less than 0.5 MH from property line N/A B0 B0 B1 B2 MAXIMUM ALLOWABLE UPLIGHT RATING (U) For area lighting 3 N/A U0 U0 U0 U0 For all other outdoor lighting,including decorative luminaires N/A U1 U2 U3 UR DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. 5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF LAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale. Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the larger common plan of development or sale must comply with the post-construction requirements detailed in the applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit). The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff (pre-project hydrology) with the installation of postconstruction stormwater management measures. The NPDES permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures. Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural practices and be approved by the enforcing agency. Refer to the current applicable permits on the State Water Resources Control Board website at: www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures should be given during the initial design process for appropriate integration into site development. N/A Y N/A 1. Where there is insufficient electrical supply. 2. The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count towards the total number of required EV capable spaces shown in column 2. 5.106.5.3.2 Electric vehicle charging stations (EVCS) EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table 5.106.5.3.1. The EVCS required by Table 5.106.5.3.1 may be provided with EVSE in any combination of Level 2 and Direct Current Fast Charging (DCFC), except that at least one Level 2 EVSE shall be provided. One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space is accumulatively supplied to the EV charger. The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces without EVSE by five and reduce proportionally the required electrical load capacity to the service panel or subpanel. Y N/A Y N/A Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 5.106.8.1 Facing- Backlight Luminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture, and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point of that property line. Exception: Corners. If two property lines (or two segments of the same property line) have equidistant point to the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the property lines to determine the required backlight rating. 5.106.8.2 Facing-Glare. For luminaires covered by 5.106.8.1, if a property line also exists within or extends into the front hemisphere within 2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within the front hemisphere. Note: [N] 1.See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways. 2.Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table A-1, California Energy Code Tables 130.2-A and 130.2-B. 3. Refer to the California Building Code for requirements for additions and alterations. 5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales. 2. Water collection and disposal systems. 3. French drains. 4. Water retention gardens. 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2, and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation necessary to establish and maintain tree health shall comply with Section 5.304.6. 5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed to provide shade over 50 percent of the parking area within 15 years. Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting. 5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to provide shade of 20% of the landscape area within 15 years. Exceptions: Playfields for organized sport activity are not included in the total area calculation. 5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to provide shade over 20 percent of the hardscape area within 15 years. Exceptions: 1. Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting. 2. Designated and marked play areas of organized sport activity are not included in the total area calculation. TABLE 5.106.5.4.1 RACEWAY CONDUIT AND PANEL POWER REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N] BUILDING TYPE BUILDING SIZE (SQ. FT.) NUMBER OF OFF-STREET LOADING SPACES ADDITIONAL CAPACITY REQUIRED (KVA) FOR RACEWAY & BUSWAY AND TRANSFORMER & PANEL Grocery 10,000 to 90,000 1 or 2 200 3 or Greater 400 Greater than 90,000 1 or Greater 400 Retail 10,000 to 135,000 1 or 2 200 3 or Greater 400 Greater than 135,000 1 or Greater 400 Warehouse 20,000 to 256,000 1 or 2 200 3 or Greater 400 Greater than 256,000 1 or Greater 400 MAXIMUM ALLOWABLE GLARE RATING 5 (G) MAXIMUM ALLOWABLE GLARE RATING 5 (G) N/A G1 G2 G3 G4 MAXIMUM ALLOWABLE GLARE RATING 5 (G) N/A G0 G1 G1 G2 MAXIMUM ALLOWABLE GLARE RATING 5 (G) N/A G0 G0 G1 G1 MAXIMUM ALLOWABLE GLARE RATING 5 (G) N/A G0 G0 G0 G1 1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy Code and Chapter 10 of the Callifornia Administrative Code. 2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For property lines that abut public roadways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public transit corridor for the purpose of determining compliance with this section. 3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaries located in these areas shall meet U-value limits for "all other outdoor lighting" G002

CAL GREEN NON-RESIDENTIAL

MANDATORY MEASURES
FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ARCH\2_2307048_G002 CALGREEN.DWG PLOT DATE/TIME: 5/14/2024 1:26 PM
USER NAME: MICHAEL GEORGY R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

Project: P L U M P E N G I N E E R I N G I N C. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp:

TENANT IMPROVEMENT FOR:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG ARIC D. GLESS

ARCHITECT
E
D
C
NE
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I L BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024

APPROVED

REVIEWED FOR CODE COMPLIANCE
Approval of these plans and specifications does shall not be considered to be a permit for, or an approval of any violation Federal, State, County, or City laws or ordinances. One set of approved plans must be kept on the project site until completion.

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024

5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 5.303.3.2 Urinals. 5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed 0.125 gallons per flush. 5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush. 5.303.3.3 Showerheads. [BSC-CG] 5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY SECTION 5.401 GENERAL 5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting. SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent. 5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that: 1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale. 2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream). 3. Identifies diversion facilities where construction and demolition waste material collected will be taken. 4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section. Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company. Exceptions to Sections 5.408.1.1 and 5.408.1.2: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. 3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets. 5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency. 5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. Notes:1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission- Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste management plan. 2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents. Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/ 5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed. Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation. Notes:1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material. 2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov) DIVISION 5.5 ENVIRONMENTAL QUALITY SECTION 5.501 GENERAL 5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors. SECTION 5.502 DEFINITIONS 5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route. A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting adjustments have been made. 1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 32 0 Fahrenheit. COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I–joists or finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a). Note: See CCR, Title 17, Section 93120.1. DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.). DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity. ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current. Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats, and the like, are not included. ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle. ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as the fluctuating noise level integrated over the time of period of interest. EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections. FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections. GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one. GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14. HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter. LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999. MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundreths of a gram (g O 3/g ROC). PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). PSIG. Pounds per square inch, guage. REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. SCHRADER ACCESS VALVES. Access fittings with a valve core installed. SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter. SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a) .Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question. SECTION 5.503 FIREPLACES 5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances. 5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. SECTION 5.504 POLLUTANT CONTROL 5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction. 5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system. 5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following: 1. Environmental and sustainability goals. 2. Building sustainable goals. 3. Indoor environmental quality requirements. 4. Project program, including facility functions and hours of operation, and need for after hours operation. 5. Equipment and systems expectations. 6. Building occupant and operation and maintenance (O&M) personnel expectations. 5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse system. 5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following: 1. General project information. 2. Commissioning goals. 3. Systems to be commissioned. Plans to test systems and components shall include: a. An explanation of the original design intent. b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested. d. Conditions under which the test shall be performed. e. Measurable criteria for acceptable performance. 4. Commissioning team information. 5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included. 5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made. 5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative. 5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1. 5.410.4.2 (Reserved) Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems. 5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse systems. 5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system. 5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023) SECTION 5.303 INDOOR WATER USE 5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2. 5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows: 1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop. SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS 5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section. 5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site. Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area. 5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act). Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site. 5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations. 5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following: 1. Site information, including facility description, history and current requirements. 2. Site contact information. 3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log. 4. Major systems. 5. Site equipment inventory and maintenance notes. 6. A copy of verifications required by the enforcing agency or this code. 7. Other resources and documentation, if applicable. 5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following: 1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces). 2. Review and demonstration of servicing/preventive maintenance. 3. Review of the information in the Systems Manual. 4. Review of the record drawings on the system/equipment. 2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems: a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s). b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW). 5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day. SECTION 5.304 OUTDOOR WATER USE 5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. Notes:1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7, Division 2. 2. MWELO and supporting documents, including a water budget calculator, are available at: https://www.water.ca.gov/. 5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35. Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO. 5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape area equal to or greater than 500 square feet. 5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. 5.303.4 COMMERCIAL KITCHEN EQUIPMENT. 5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water. Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation. 5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to new fixtures in additions or areas of alteration to the building. 5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code and in Chapter 6 of this code. Y N/A SECTION 5.402 DEFINITIONS 5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper. BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals, according to design quantities. BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner’s project requirements. ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food soiled paper waste that is mixed in with food waste. TEST. A procedure to determine quantitative performance of a system or equipment SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT 5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local ordinance, whichever is more stringent. 5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods. 5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures. 5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water intrusion into buildings as follows: 5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following: 1. An installed awning at least 4 feet in depth. 2. The door is protected by a roof overhang at least 4 feet in depth. 3. The door is recessed at least 4 feet. 4. Other methods which provide equivalent protection. 5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane. 5.410.2 COMMISSIONING. [N] New buildings 10,000 square feet and over. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements. Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections 5.410.2 through 5.410.2.6 shall apply. Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements Commissioning requirements shall include: 1. Owner’s or Owner representative’s project requirements. 2. Basis of design. 3. Commissioning measures shown in the construction documents. 4. Commissioning plan. 5. Functional performance testing. 6. Documentation and training. 7. Commissioning report. Exceptions: 1. Unconditioned warehouses of any size. 2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses. 3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1. 4. Open parking garages of any size, or open parking garage areas, of any size, within a structure. Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not provide heating and or air conditioning. Informational Notes: 1. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional performance tests or to adjust and balance systems. 2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code. 5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services. 5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations. 5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency. RESPON. Y N/A Y N/A Y N/A PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 5.303.3.4 Faucets and fountains. 5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi. 5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. 5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8 gallons per minute/20 [rim space (inches) at 60 psi]. 5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle. 5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi]. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 5.303.3.4.6 Pre-rinse spray value When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7), and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY:The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). TABLE H-2 STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)] MAXIMUM FLOW RATE (gpm) Product Class 1 ( ≤ 1.00 Product Class 2 (> 5.0 ozf and
≤ 1.20 Product Class 3 (> 8.0 ozf) 1.28 G003

CAL GREEN NON-RESIDENTIAL

MANDATORY MEASURES
FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ARCH\3_2307048_G003 CALGREEN.DWG PLOT DATE/TIME: 5/14/2024 1:26 PM
USER NAME: MICHAEL GEORGY R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

Project: P L U M P E N G I N E E R I N G I N C. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp: 5/14/24 TENANT IMPROVEMENT FOR:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG ARIC D. GLESS

ARCHITECT
E
D
C
NE
S
I L BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024

APPROVED

REVIEWED FOR CODE COMPLIANCE
Approval of these plans and specifications does shall not be considered to be a permit for, or an approval of any violation Federal, State, County, or City laws or ordinances. One set of approved plans must be kept on the project site until completion.

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024

5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply. 5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49. 5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.2, January 2017 (Emission testing method for California Specifications 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1. 5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5. 5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards. 5. Other methods acceptable to the enforcing agency. TABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2 Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVES 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT SPECIFICALLY LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD) 50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NONPOROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 5.504.4.3 - CONT. GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS) 500 HIGH-TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS: CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM). 5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities. Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants. 5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below. 5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack. 5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less. 5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils. 5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil. Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations. 5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows. 5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows.5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve. 5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve. 5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use. 5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic. 5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place. 5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps. Exception: Valves with seal caps that are not removed from the valve during stem operation. 5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent corrosion from these substances. 5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency. 5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device tha indicates the level of refrigerant in the receiver. 5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging. 5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum. 5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge. 5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge. 5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging. 5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes. 5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes. 5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes:1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (January 2023) SECTION 5.505 INDOOR MOISTURE CONTROL 5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code. SECTION 5.506 INDOOR AIR QUALITY 5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8. 5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4). 5.506.3 Carbon dioxide (CO2) monitoring in classrooms. (DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall be equipped with a carbon dioxide monitor or sensor that meets the following requirements: 1. The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and 6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable windows. 2. When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the carbon dioxide readings shall be available to and regularly monitored by facility personnel. 3. A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have exceeded 1,100ppm. 4. The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a record of previous carbon dioxide measurements of not less than 30 days duration. 5. The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide levels with a range of 400ppm to 2000ppm or greater. 6. The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than once every 5 years. SECTION 5.507 ENVIRONMENTAL COMFORT 5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2. Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings. Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction. 5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations: 1. Within the 65 CNEL noise contour of an airport. Exceptions: 1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan. 2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element. 2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan. 5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30). 5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation. 5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior. 5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior sound levels shall be prepared by personnel approved by the architect or engineer of record. 5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40. Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf. SECTION 5.508 OUTDOOR AIR QUALITY 5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2. 5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs. 5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons. 5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits. 5.504.4.7 Thermal insulation Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.7.1 Verification of compliance. Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission limits. 5.504.4.8 Acoustical ceiling and wall panels. Comply with the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, " Version 1.2, January 2017 (Emission testing method for California Specification 01350). See California Department of Public Health's website for certification programs and testing labs. 5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits. 5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual. Exceptions: Existing mechanical equipment. 5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating. 5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions. 5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification 2. Field verification of on-site product containers 5.504.4.4 Carpet Systems. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California Specifications 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.6. 5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below.2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/A RESPON. Y N/A Y N/A Y N/A PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) G004

CAL GREEN NON-RESIDENTIAL

MANDATORY MEASURES
FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ARCH\4_2307048_G004 CALGREEN.DWG PLOT DATE/TIME: 5/14/2024 1:26 PM
USER NAME: MICHAEL GEORGY R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

Project: P L U M P E N G I N E E R I N G I N C. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp: 5/14/24 TENANT IMPROVEMENT FOR:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG ARIC D. GLESS

ARCHITECT
E
D
C
NE
S
I L BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024

APPROVED

REVIEWED FOR CODE COMPLIANCE
Approval of these plans and specifications does shall not be considered to be a permit for, or an approval of any violation Federal, State, County, or City laws or ordinances. One set of approved plans must be kept on the project site until completion.

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024

34" MIN. (DOOR OPENING AT SIDE OF STALL) STANDARD ACCESSIBLE TOILET STALL 12" 42" MIN. 6" MAX. 60" MIN.
24" MIN.
18" MIN.
54" MIN. CLEAR
MAX. 12" 17"-18" 24"
60" MIN.
36" MIN. FLUSH VALVE OR CONTROL SHALL BE ON WIDE SIDE OF TOILET. NOTE: TOTAL STALL DIMENSIONS MUST INCORPORATE ALL CLEARANCES SHOWN TO COMPLY WITH BOTH STATE AND FEDERAL REQUIREMENTS 32" MIN. THAN 24" IN DEPTH 36" MIN. IF ALCOVE IS GREATER 32" MIN. ONLY APPROACH FORWARD 2'-0" MIN.
3'-0" MAX.

TO BUBBLER
27"MIN.
6" MIN.CLR. 32" MIN. 18" MIN.-19" 32" MAX. 6" MAX. 5" MAX. 6"
1'-6"
MIN.
48"
18"-19"
MIN. ONLY FORWARD APPROACH
18"-19" 6" MAX.
4" MIN.

TO BUBBLER
3'-0" MAX
MIN.
1'-6"
9"MIN. * THE FORCE REQUIRED TO ACTIVATE THE CONTROL SHALL NOT EXCEED 5 LBS. * BUBBLER STREAM SHALL BE SUBSTANTIALLY PARALLEL TO FRONT EDGE. A MIN. 4" * LEVEL CONTROL BAR SHALL BE A MAX. 6" FROM FRONT EDGE. HIGH OR 3" FOR OVAL UNITS ELEVATION ELEVATION SECTION PLAN THAN 24" IN DEPTH PLAN 36" MIN. IF ALCOVE IS GREATER 15" MIN. 38" MIN.-
43" MAX.

TO BUBBLER MULTIPLE ACCOMO. TOILET
2-- ADA SIGNAGE3-- RESTROOM SIGNAGE4-- ACCESSIBLE DOOR HANDLE 7-- ACCESSIBLE MOUNTING HEIGHTS
5-- DRINKING FOUNTAIN
8-- ACC. SINK & COUNTER TOP 11-- CHARACTERS & BACKGROUND OF SIGNS IS EGGSHELL, CHARACTERS SHALL CONTRAST WITH THE BACKGROUND MOUNT SIGNAGE 60" ABOVE FINISHED FLOOR TO CENTERLINE OF SIGN BORDER DIMENSION OF PICTOGRAM TO BE 6" MINIMUM IN HEIGHT MATTE OR OTHER NON-GLARE FINISH. LIGHT ON DARK, OR DARK ON LIGHT.

AD WOMEN
B
C
EMEN WOMEN MEN NOTE: ALL SIGNAGE IS 1/4" THK. PLASTIC OR EQUAL 1. 2. 3. 4. 60" 12" DIAMETER OR EQUAL 1/4" THK PLASTIC GENDER SYMBOLS TO BE WHITE. No. 15090 IN FEDERAL STANDARDS 595a. BACKGROUND TO BE BLUE EQUAL TO COLOR 12" DIAMETER C "A" - UNISEX FIN FLR "B" - MEN "C" - WOMEN 12" SIDE OF DOOR, TYP L CL HARDWARE SHALL BE DOOR SHALL BE SELF CLOSING. REQUIRED STRIKE MUST BE FLUSH WITH SURFACE ON DOOR ON BOTH SIDES ACCESSIBLE SYMBOL OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING PINCHING OR TWISTING OF THE WRIST. THE FORCE TO ACTIVATE OPERABLE PART SHALL BE 5 LBS.MAX. PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. OPERABLE PARTS OF HARDWARE SHALL BE 34" MIN. AND 44" MAX. ABOVE THE FINISH FLOOR. SHALL BE ON WIDE SIDE OF

PUSH PLATES, HANDLES &

PUSH BARS
CL

CL B MAXIMUM FORWARD REACH OVER AN OBSTRUCTION WC WC URINAL DISPOSAL TOWEL DPR/ MIRROR 17" - 19" 12" MIN 24" MIN
48" MAX
3'-6"
17" MAX
34" MAX
33" - 36" (MAX.) 7"-9"
1 1/2"
MIN
20" 42" MIN
33" - 36" 12" MAX
40" MAX

TO BOTTOM OF

REFLECTING SURFACE
48" MAX OVER A 20" MAX OBJECT
44" MAX OVER OBJECT 20" - 25"
15" MIN 4'-0" 20" MAX. TO HEIGHT OF 48" 25" MAX. TO HEIGHT OF 44"4'-0" 2'-6" EQ EQ 9"
4'-0" MIN. - 5'-0" MAX.
4'-0"
3'-2"
11" WALL MOUNTED LAVATORY SEE DETAIL 8/A401 PAPER TOWEL DISPENSER 40" MAX

TO TOP OF

DISPENSER
15" MIN
48" MAX 30" 10" MAX C MAXIMUM HIGH AND LOW REACH FE
33"
48"
42"
40" MAX 36" MIN
L
MIN. 4'-10" TO 5'-0" MAX.

C GRAPHIC BY OWNER FBC 11B-703.4.2 & 11B-703.6.1 TACTILE SYMBOL OF ACCESSIBILITY LC
LC
(T.O. GRAB BAR)
(T.O. GRAB BAR) 54" MIN
LC
33" - 36" (MAX.)
(T.O. GRAB BAR) 17" - 18"
(T.O. SINK RIM) SOAP DISPENSER BABY CHANGING STATION
48" MAX 1'-8" LC KICK PLATE
(T.O. CABINET)
(T.O. CONTROLS)
(T.O.

CHANGING

SURFACE)
(T.O. UNIT)
B.O. TACTILE CHARACTERS
DEAD BOLTS 1'-7" 2'-0" MIN
19" 13 1
2" FROM WALL TO FRONT OF LIP FBC 11B-703.7.2.6.1-2 SYMBOL OF ACCESSIBILITY NOTE: OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. FE1 CAB WASTE RECEPTACLE A. FORWARD REACH TO WALL MOUNTED OBJECTS RESTROOM DOOR 19"
19"
60" MAX.
(B.O. TEXT) 8" MIN. 11" MIN.17"-25" NOTES: 1. A CLEAR FLOOR SPACE, POSITIONED FOR FORWARD APPROACH, AND KNEE AND TOE CLEARANCE SHALL BE PROVIDED. 2. THE FRONT OF SINKS SHALL BE 34" MAXIMUM ABOVE THE FLOOR, MEASURED TO THE FIXTURE RIM OR COUNTER SURFACE, WHICHEVER IS HIGHER. 3. HAND-OPERATED, SELF-CLOSING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM. 4. WATER SUPPLY AND DRAIN PIPES UNDER SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROJECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER SINKS. 5. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. PERMITTED EQUIPMENT BOUNDARY OR FACE OF PANELING INSTALLED TO CONCEAL EQUIPMENT (LINE OF KNEE SPACE CLEARANCE) PIPE INSULATION (IF EXPOSED) 30"X48" CLEAR FLOOR SPACE POSITIONED FOR FORWARD APPROACH PLAN VIEW SECTION VIEW 9"
MIN.
27" MIN.
34" MAX. *

APPROACH
17" MIN. TOE AND KNEE CLEARANCE
1--
29"
MIN 6" MAX 11" MIN 8" MIN
27" MIN
30" MIN 17"-25"
30" MIN 25" MAX NOTES: PER FBC 2022 ACCESSIBILITY, 7TH ED., CH. 3 BUILDING BLOCKS SECTION 305 CLEAR FLOOR OR GROUND SPACE & 306 KNEE & TOE CLEARANCES 1. SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR GROUND AND 9" ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED TOE CLEARANCE. 2. SPACE UNDER AN ELEMENT BETWEEN 9" AND 29" ABOVE FINISH FLOOR OR GROUND SHALL BE CONSIDERED KNEE CLEARANCE. FIGURE 306.2 TOE CLEARANCE FIGURE 306.3 KNEE CLEARANCE (a) elevation (b) plan (a) elevation (b) plan 9"
MIN
9"
MIN
29"
MIN MANEUVERING 20-- 60" MIN 12" MIN 36" MIN 12" MIN
60" MIN
36"
MIN
24"
MIN
X>24" 36" MIN 60" MIN
X>15" NOTES: PER FBC - ACCESSIBILTY, 7TH ED., CH. 3 BUILDING BLOCKS, SECTION 304 TURNING SPACE 1. THE TURNING SPACE SHALL BE A T-SHAPED SPACE WITHIN A 60" SQUARE MINIMUM WITH ARMS AND BASE 36" WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12" MINIMUM IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24" MINIMUM. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH DETAIL ONLY AT THE END OF EITHER THE BASE OR ONE ARM. 2. ALCOVES SHALL BE 36" WIDE MINIMUM WHERE THE DEPTH EXCEEDS 24". 3. ALCOVES SHALL BE 60" WIDE MINIMUM WHERE THE DEPTH EXCEEDS 15". FIGURE 305.7.1 ALCOVE FORWARD APPROACH FIGURE 305.7.2 ALCOVE PARALLEL APPROACH FIGURE 304.3.2 T- SHAPED (a) (b) TURNING SPACE FIGURE 305.7 FIGURE 304.3 (b) SIDE REACH 18-- NOTES: PER FBC 2020 - ACCESSIBILITY, 7TH ED., CH. 3 BUILDING BLOCKS SECTION 308.3 SIDE REACH 1. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOW A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48" MAXIMUM AND THE LOW SIDE REACH SHALL BE 15" MINIMUM. 2. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOW A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34" MAXIMUM AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24" MAXIMUM. THE HIGH SIDE REACH SHALL BE 48" MAXIMUM FOR A REACH DEPTH OF 10" MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 10", THE HIGH SIDE REACH SHALL BE 46" MAXIMUM FOR A REACH DEPTH OF 24" MAXIMUM. 48" MAX
48" MAX
46" MAX (b) FIGURE 308.3.1 UNOBSTRUCTED REACH (a) FIGURE 308.3.2 OBSTRUCTED HIGH SIDE REACH 15" MIN 10" MAX 10" MAX > 10"-24" MAX
34"
MAX
34"
MAX FORWARD REACH 19-- FIGURE 308.2.1 UNOBSTRUCTED REACH 48" MAX
48" MAX
44" MAX (a) (b) NOTES: PER FBC 2020 - ACCESSIBILITY, 7TH ED., CH. 3 BUILDING BLOCKS, SECTION 308.2 FORWARD REACH 1. WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 48" MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15" MINIMUM ABOVE THE FINISH FLOOR OR GROUND. 2. 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 HIGH FORWARD REACH SHALL BE 48" MAXIMUM WHERE THE REACH DEPTH IS 20" MAXIMUM. WHERE THE REACH DEPT EXCEEDS 20", THE HIGH FORWARD REACH SHALL BE 44" MAXIMUM AND THE REACH DEPTH SHALL BE 25" MAXIMUM. FIGURE 308.2.2 OBSTRUCTED REACH>20"-25" 20" MAX MAX 15"
MIN CLEAR WIDTHS 15-- NOTES: PER FBC 2020 - ACCESSIBILTY, 7TH ED., CH. 4 ACCESSIBLE ROUTE, SECTION 403 WALKING SURFACE 1. THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32" MINIMUM FOR A LENGTH OF 24" MAXIMUM PROVIDED THAT REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48" LONG MINIMUM AND 36" WIDE MINIMUM. 2. WHERE THE ACCESSIBLE ROUTE MAKE A 180 DEGREE TURN AROUND AN ELEMENT WHICH IS LESS THAN 48" WIDE, CLEAR WIDTH SHALL BE 42" MINIMUM APPROACHING THE TURN, 48" MINIMUM AT THE TURN AND 42" MINIMUM LEAVING THE TURN. 3. WHERE THE CLEAR WIDTH AT THE TURN IS 60" MINIMUM COMPLIANCE WITH NOTE 2. SHALL NOT BE REQUIRED. 4. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60" SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200' MAXIMUM. PASSING SPACES SHALL BE EITHER: 60" MINIMUM BY 60" MINIMUM; OR, AN INTERSECTION OF TWO WALKING SURFACES PROVIDING A T-SHAPED SPACE COMPLYING WITH FIGURE 304.3.2 WHERE THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND 48" MINIMUM BEYOND INTERSECTION. FIGURE 403.5 CLEAR WIDTH AT ACCESSIBLE ROUTE 32" MIN
36" MIN FIGURE 403.5.1 CLEAR WIDTH AT TURN
48" MIN X < 48" X < 48"
60" MIN (a) 180 degree turn (b) 180 degree turn (Exception) 36" MIN
32" MIN 24" MAX 48" MIN CLEAR
CLEAR
CLEAR
CLEAR
CLEAR 42" MIN CLEAR 42" MIN CLEAR 36" MIN CLEAR 36" MIN CLEAR 24" MAX 29" MIN. FLOOR & GROUND SURFACES 17-- CARPET PILE HEIGHT 1. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE 1 2" MAXIMUM. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH 303, CHANGES IN LEVEL. 2. CHANGES IN LEVEL OF 1/4" HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL. 3. CHANGES IN LEVEL BETWEEN 1 4" HIGH AND 1
2" HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 4. DIFFERENCE IN FLOOR LEVEL BETWEEN OPPOSITE SIDES OF DOORS SHALL BE A MAXIMUM OF 1/2" PER FBC1010.1.5 & 1010.1.7 1/2"
MAX.
1/4"
MAX. NOTES: VERTICAL CHANGE IN LEVEL BEVELED CHANGE IN LEVEL 1/2"
MAX.
1/4"
MAX.
1/4"
MAX.

FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ARCH\5_2307048_G005 ACCESSIBILITY DETAILS.DWG PLOT DATE/TIME: 5/14/2024 1:26 PM
USER NAME: MICHAEL GEORGY R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

Project: P L U M P E N G I N E E R I N G I N C. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp: 5/14/24 TENANT IMPROVEMENT FOR:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG ARIC D. GLESS

ARCHITECT
E
D
C
NE
S
I L BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024 ACCESSIBILITY DETAILS G005

APPROVED

REVIEWED FOR CODE COMPLIANCE
Approval of these plans and specifications does shall not be considered to be a permit for, or an approval of any violation Federal, State, County, or City laws or ordinances. One set of approved plans must be kept on the project site until completion.

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024

30"x48" CLR.
30"x48" CLR. 30"x48" CLR.
30"x48" CLR.
30"x48" CLR.
30"x48" CLR. 228'-5" DIAGONAL DISTANCE 84'-2"
92'-9"
FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ARCH\6_2307048_G006 FLOOR LIFE SAFETY & EXITING PLAN.DWG PLOT DATE/TIME: 5/14/2024 1:26 PM
USER NAME: MICHAEL GEORGY R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

Project: P L U M P E N G I N E E R I N G I N C. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp: 5/14/24 TENANT IMPROVEMENT FOR:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG ARIC D. GLESS

ARCHITECT
E
D
C
NE
S
I L BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024

FLOOR LIFE SAFETY & EXITING PLAN FLOOR LIFE SAFETY & EXITING PLAN 1 G006 1/8" =1'-0" NORTH w/ SPRINKLER SYSTEM (feet) EXIT LIGHT, DUAL FACE - CEILING MOUNTED, ARROW INDICATES DIRECTION, SHADED PORTION INDICATES FACE OF EXIT SIGN EXIT LIGHT, SINGLE FACE - WALL MOUNTED, SHADED PORTION INDICATES FACE OF SIGNAGE EXIT LIGHT, SINGLE FACE - CEILING MOUNTED, SHADED PORTION INDICATES FACE OF SIGNAGE EXIT LIGHT, SINGLE FACE - WALL MOUNTED, ARROW INDICATES DIRECTION PER CBC TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE (E) BUILDING FIRE SPRINKLERED OCCUPANCY TOTAL TRAVEL DISTANCE TO EXIT DISCHARGE ROOM AREA OCCUPANCY FACTOR EXIT ACCESS # OF OCCUPANTS EXIT TOTAL # OF OCCUPANTS 1. EXIT SIGNS SHALL BE INTERNALLY ILLUMINATED OR EXTERNALLY ILLUMINATED. 2. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 LUX). 3. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND SECTION 2702. 4. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES (1013.3) 5. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90 MIN. IN CASE OF POWER LOSS (1013.6.3) 6. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SEE 1010.1.9.3 FOR EXCEPTIONS. 7. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MINIMUM 34" AND A MAX. 44" ABOVE THE FINISHED FLOOR. 8. EGRESS DOORS TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. 9. ALL EGRESS DOOR OPERATION SHALL COMPLY WITH SECTION 1010.1.9-1010.1.9.12 10. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 11. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE AT THE WALKING SURFACE. 12. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS: a. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS. b. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVETWO OR MORE EXITS. c. EXTERIOR EGRESS COMPONENTS AT OTHER THAN LEVEL OF EXIT DISCHARGE UNTIL EXITDISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. d. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1028.1 IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. e. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1010.1.6 FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 13. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. 14. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-T0-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. 15. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (1205.1 AND 1205.3). 16. THE MEANS OF EGRESS SYSTEM SHALL MAINTAIN A CLEAR CEILING HEIGHT OF 6'-8" MINIMUM. DISTANCE TO COMMON PATH OF TRAVEL EXIT SIGNAGE LOCATION SIGN TYPE, SEE DETAIL LEGEND EGRESS NOTES w/ NO SPRINKLER SYSTEM (feet) NEW FIRE EXTINGUISHER LOBBY FEC 401 54 (15) WORK AREA 402 6 (150) LOBBY 301 56 (15) RECEPTION-1 302 3 (150) LOBBY 201 19 (150) RECEPTION-2 202 3 (15) ROOM NAME NUMBER OF OCCUPANTS B 250
1 1
1 1 PCC#1 05/07/2024 1

APPROVED

REVIEWED FOR CODE COMPLIANCE
Approval of these plans and specifications does shall not be considered to be a permit for, or an approval of any violation Federal, State, County, or City laws or ordinances. One set of approved plans must be kept on the project site until completion.

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024

FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ARCH\7_2307048_A001 SITE PLAN.DWG PLOT DATE/TIME: 5/14/2024 1:26 PM USER NAME: MICHAEL GEORGY

R E V I S I O N S
Project Manager:

Date:

Project Number:

Scale:

S H E E T N U M B E R
A.2307048 Sheet Title: Project:

P L U M P E N G I N E E R I N G I N C.
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com

CONSULTING ENGINEERS

STRUCTURAL, MECHANICAL, PLUMBING,

ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp:
5/14/24 TENANT IMPROVEMENT FOR: NORCO SECURITY ASSEMENT 2870 Clark Ave Norco, CA 92860 8/03/2023
MG
ARIC D. GLESS ARCHITECT ED C NE S I L

BUILDING SUBMITTAL
01/11/2024

CLIENT REVIEW
01/11/2024 EXISTING SITE PLAN
EXISTING SITE PLAN (FOR REFERENCE ONLY) 1 A001
20' =1'-0"
NORTH

KEYNOTES
(E) WHEEL STOPPER TO REMAIN.
(E) SIDEWALK TO REMAIN.
(E) VAN ACCESSIBLE PARKING TO REMAIN.
(E) LANDSCAPE T TO REMAIN.

GENERAL NOTES

1. THE ENTRANCE DOORS, STAIRWAYS, AND ELEVATOR LEADING TO THE EXISTING BUILDING AND PROPOSED TENANT IMPROVEMENT AREA COMPLY WITH THE HANDICAP ACCESSIBILITY REQUIREMENTS.

2. PARKING AND LANDSCAPING ARE EXISTING TO REMAIN. NO SITE WORK IS PROPOSED AS PART OF THIS PROJECT.

SITE PLAN IS INCLUDED FOR REFERENCE ONLY.
(E) ACCESSIBLE SIGN TO REMAIN.

LEGEND
EXISTING ACCESSIBLE PATH OF TRAVEL. NO ABRUPT CHANGES ALONG PATH OF TRAVEL SHALL EXIST. PATH OF TRAVEL CONTAINS NO STEPS AND SHALL BE SLIP RESISTANT. (E) STRIPPED PATH OF TRAVEL TO REMAIN. 123456 #

APPROVED

REVIEWED FOR CODE COMPLIANCE
Approval of these plans and specifications does shall not be considered to be a permit for, or an approval of any violation Federal, State, County, or City laws or ordinances. One set of approved plans must be kept on the project site until completion.

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024 Page 73 of 119

NOT IN CONTRACT NOT IN CONTRACT NOT IN CONTRACT NOT IN CONTRACT EXISTING FRAME WALL DEMOLITION WALL REMOVE TILE AND ANY FLOOR MASTIC OR RESIDUE REMOVE CARPET TILE AND ANY FLOOR MASTIC OR RESIDUE (E) DOOR TO REMAIN, PROTECT IN PLACE DURING CONSTRUCTION FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ARCH\8_2307048_A101 DEMOLITION PLAN.DWG PLOT DATE/TIME: 5/14/2024 1:26 PM
USER NAME: MICHAEL GEORGY R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

Project: P L U M P E N G I N E E R I N G I N C. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp: 5/14/24 TENANT IMPROVEMENT FOR:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG ARIC D. GLESS

ARCHITECT
E
D
C
NE
S
I L BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024

DEMO PLAN DEMO PLAN
1 A101 1/8" =1'-0" NORTH
0 8' 16' 24' SCALE: 1/8"=1'-0" DEMOLITION GENERAL NOTES 1. PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING CONSTRUCTION, STRUCTURE OR EQUIPMENT SHALL BE REPAIRED OR REPLACED. 2. ALL EXISTING AREAS TO REMAIN THAT ARE DAMAGED BY DEMOLITION OR NEW CONSTRUCTION WORK SHALL BE PATCHED TO MATCH EXISTING ADJACENT AREA IN MATERIAL, FINISH AND COLOR. 3. EXCESS DOORS, HARDWARE, LIGHTING FIXTURES, ELECTRICAL FITTINGS, CARPETS AND OTHER SALVAGEABLE MATERIAL TO BE STORED OR DISPOSED OF AS DIRECTED BY THE BUILDING OWNER. 4. ANY PROJECTING OR SURFACE MOUNTED ITEMS BEING ABANDONED SHALL BE REMOVED, CAPPED AND CONCEALED BEHIND FINISHED SURFACES UNLESS OTHERWISE NOTED. 5. IN ALL AREAS WHERE DEMOLITION CAUSES UNEVENNESS OR VOIDS IN THE FLOOR, PATCH AND LEVEL THE FLOOR WITH THE EXISTING SLAB AND/OR ADJACENT SURFACE PRIOR TO INSTALLATION OF FINISH FLOOR. 6. BRACE AND SUPPORT EXISTING WORK PRIOR TO AND DURING DEMOLITION AND NEW CONSTRUCTION UNTIL IT IS SAFE TO REMOVE SUCH BRACING AND SUPPORT. 7. REMOVE DAMAGED PLASTER AND DRYWALL BEADS AND BEADS AT EXISTING CORNERS WHERE NEW PARTITIONS ALIGN WITH EXISTING FINISH. 8. UPON COMPLETION OF THE DEMOLITION WORK, ENSURE ALL AREAS ARE LEFT IN BROOM CLEAN CONDITION. KEYNOTES LEGEND 1. REMOVE (E)CABINETRY. PATCH AND REPAIR WALL AND FLOOR AS REQUIRED. 2. REMOVE (E) SWINGING GATE, FRAME, ASSOCIATED HARDWARE. 3. REMOVE (E) INTERIOR TENANT NON LOAD BEARING PARTITIONS AND ASSOCIATED ELECTRICAL, DATA AND TELEPHONE & J-BOX. REMOVE ALL WIRING BACK TO ELECTRICAL SUB PANELS. PATCH & REPAIR AS REQUIRED. 4. REMOVE ALL FLOOR COVERING & RUBBER BASE AS INDICATED (U.N.O.). SCRAPE ALL FLOORS CLEAN OF ALL ADHESIVE, PAD, ETC TO SMOOTH FINISH AND BROOM CLEAN. 5. REMOVE PART OF THE WALL TO ACCOMMODATE NEW WINDOW. REMOVE EXISTING WALL FINISHES AND SKIM COAT WALL TO PREPARE FOR APPROVED NEW FINISH. 6. REMOVE (E) DOOR, FRAME, ASSOCIATED HARDWARE AND FLASHING, WHERE OCCURS. 7. REMOVE (E) WATER DISPENSER AND REPLACE WITH NEW, PATCH & REPAIR WALL AS REQUIRED. REFER TO PLUMBING DWGS. 8. REMOVE (E) BOOT RAIL.

APPROVED

REVIEWED FOR CODE COMPLIANCE
Approval of these plans and specifications does shall not be considered to be a permit for, or an approval of any violation Federal, State, County, or City laws or ordinances. One set of approved plans must be kept on the project site until completion.

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024

NOT IN CONTRACT NOT IN CONTRACT NOT IN CONTRACT
FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ARCH\9_2307048_A102 DEMO CEILING PLAN.DWG PLOT DATE/TIME: 5/14/2024 1:26 PM
USER NAME: MICHAEL GEORGY R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

Project: P L U M P E N G I N E E R I N G I N C. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp: 5/14/24 TENANT IMPROVEMENT FOR:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG ARIC D. GLESS

ARCHITECT
E
D
C
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S
I L BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024

DEMO CEILING PLAN DEMO CEILING PLAN
1 A102 1/8" =1'-0" NORTH GENERAL NOTES LEGEND KEYNOTES 1. REMOVE (E) T-BAR CEILING. 2. REMOVE (E) SOFFIT. 3. REMOVE (E) LIGHTING. 4. EXISTING T-BAR CEILING TO REMAIN. REMOVE AND REPLACE EXISTING CEILING TILES. 1. PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING CONSTRUCTION, STRUCTURE OR EQUIPMENT SHALL BE REPAIRED OR REPLACED. 2. ALL EXISTING AREAS TO REMAIN THAT ARE DAMAGED BY DEMOLITION OR NEW CONSTRUCTION WORK SHALL BE PATCHED TO MATCH EXISTING ADJACENT AREA IN MATERIAL, FINISH AND COLOR. 3. BRACE AND SUPPORT EXISTING WORK PRIOR TO AND DURING DEMOLITION AND NEW CONSTRUCTION UNTIL IT IS SAFE TO REMOVE SUCH BRACING AND SUPPORT. 4. UPON COMPLETION OF THE DEMOLITION WORK, ENSURE ALL AREAS ARE LEFT IN BROOM CLEAN CONDITION. (E) 2x4 FLUORESCENT LIGHT FIXTURE (E) T-BAR CEILING RECESSED IN T-BAR CEILING (E) EXIT SIGNS (E) MECHANICAL REGISTERS (E) SURFACE MOUNTED FIXTURE (E) RECESSED FIXTURE (E) 4'-0" X 8'-0" SKYLIGHT W/SHAFT (E) 2x2 FLUORESCENT LIGHT FIXTURE RECESSED IN T-BAR CEILING (E) SOFFIT (E) 9" WIDE X 9" DEEP LIGHT TROUGH (E) 1x4 FLUORESCENT LIGHT FIXTURE 2x4 LIGHT FIXTURE TO BE DEMOLISHED 9" WIDE X 9" DEEP LIGHT TROUGH TO BE REMOVED SOFFIT TO BE REMOVED MECHANICAL REGISTERS TO BE DEMOLISHED T-BAR CEILING TO BE REMOVED #

APPROVED

REVIEWED FOR CODE COMPLIANCE
Approval of these plans and specifications does shall not be considered to be a permit for, or an approval of any violation Federal, State, County, or City laws or ordinances. One set of approved plans must be kept on the project site until completion.

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024

30"x48" CLR.
30"x48" CLR. 30"x48" CLR.
30"x48" CLR.
30"x48" CLR.

CR
CR
CR CR
30"x48" CLR. 110 MEN 111 WOMEN 112 113 LOBBY 201 RECEPTION-2 202 STORAGE 205 STORAGE 206 OFFICE 207 LOBBY 301 RECEPTION-1 302 OFFICE 303 WORK AREA 304 OFFICE 305 CORRIDOR 306 OFFICE 307 OFFICE 308 CONFERENCE 309 CONFERENCE 310 STORAGE STORAGE 311 312 WORK AREA 313 CORRIDOR 314 OFFICE 315 OFFICE 316 WORK AREA 402 OFFICE 404 OFFICE 405 OFFICE 406 OFFICE 407 CORRIDOR 408 OFFICE 409 OFFICE 410 STORAGE 411 WORK AREA 412 OFFICE 501 CORRIDOR 502 OFFICE 503 SERVER 504 COMPUTER WORKROOM 505 WORK AREA 506 CORRIDOR 602 CORRIDOR 603 WOMEN 604 MEN 605 606 JANITOR 607 STORAGE 608 CORRIDOR 609 1 CASHIER 402A
5 A401
4 A401
3 A401
1 A401
2 A401 2
2 4
3 5
6 7
1 43
5 2 LOBBY 401 WORK AREA 403 TI AREA-1 1693 SF TI AREA-2 1166 SF TI AREA-3 633 SF UNISEX 000 6 A401 NOT IN CONTRACT NOT IN CONTRACT NOT IN CONTRACT 8'-0" ADA 5'-5" 7'-4" 7'-4" 7'-4" 7'-4" 5'-5" 8'-0" ADA 5'-10" 5'-10" 8'-0" ADA 5'-10" 8'-11" 3'-11" TYP. 1'-0" 3'-5" 3'-6"
TYP.
4'-0"
9'-0"
10'-0"
3'-5"
2'-7"
TYP.
6'-11"
6'-1"
5'-1"
12'-3" 6'-0"
4'-0" 5'-3" 5'-3" 5'-5"
2'-4"
1'-2" 10'-2"
2'-7"
TYP.
6'-2" 6'-1"

ADA NOT IN CONTRACT
1 12 A-501 48'-0"
219'-9" 10 11 1'-6"
4'-3" 10 11 11 11 10
88 1'-7" 3'-4" 3'-4" 4'-4" 3'-4" 4'-4" 4'-4"
FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ARCH\10_2307048_A103 OVER ALL FLOOR PLAN.DWG PLOT DATE/TIME: 5/14/2024 1:26 PM
USER NAME: MICHAEL GEORGY R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

Project: P L U M P E N G I N E E R I N G I N C. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp: 5/14/24 TENANT IMPROVEMENT FOR:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG ARIC D. GLESS

ARCHITECT
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I L BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024 FLOOR PLAN A103
0 8' 16' 24' FLOOR PLAN
1 1/8" =1'-0" NORTH 105 104 103 102 101
2 2
2 1
1 1 GENERAL NOTES LEGEND XX EXISTING FRAME WALL NEW PARTIAL HEIGHT FRAMED PARTITION, REFER TO SHEET A501 EXISTING FOLDING PANEL PARTITION TO REMAIN . NOT IN SCOPE EXISTING MINI-BLINDS TO REMAIN, NOT IN SCOPE EXISTING ROLLING SHADE SCREEN W/ BLACKOUT SHADE SEE SHEET A600 FOR DOOR SCHEDULE AND DOOR NOTES 1. SEAL ALL ELECTRICAL AND MECHANICAL PENETRATIONS IN WALLS AND ROOF ABOVE CEILING. 2. INSTALL EDGE BLOCKING WHERE REQUIRED FOR INSTALLATION OF GYPSUM BOARD AT WALL AND CEILING AREAS. 3. INSTALL PENETRATION FIRE STIPPING AS REQUIRED BY GOVERNING CODES. 4. PROVIDE SOLID BLOCKING IN THE WALLS AT DOOR STOPS, TOILET PARTITIONS, LAVATORY SUPPORTS, GRAB BARS, MIRRORS, WATER COOLERS, AND AT ALL OTHER EQUIPMENT AND ACCESSORY LOCATIONS. SEE DETAIL 2/A-501. 5. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE COMMENCEMENT OF WORK. ARCHITECT WILL BEAR NO EXPENSE OR RESPONSIBILITY FOR CONTRACTORS FAILURE TO DO SO. 1. ADA DOOR OPENER PBS45 PUSH PLATE. DOOR OPENER SHALL COMPLY WITH CBC 11B-404.3 2. ADA SERVICE COUNTER, 34" HIGH MAX. 3. APPLICATIONS AND FORMS AREA 4. TICKET NUMBER KIOSK 5. WAITING AREA 6. LARGE WINDOW OPENING FOR DRAWING PICK-UP 7. WATER BOTTLE FILLER AND DRINKING STATION WITH 5'-0" HIGH WALL, REFER TO DETAIL 8/G005 8. PONY WALL, 5'-0" HIGH, WALL PAINTED TO MATCH ADJACENT WALL 9. CITY OF NORCO MURAL BUILT-IN 10. PROVIDE TACTILE EXIT SIGN, REFER TO DETAIL 18/A501 SIGNS SHALL COMPLY WITH CBC 1013.4 11. PROVIDE TACTILE EXIT-ROUTE SIGN, REFER TO DETAIL 17/A501 SIGNS SHALL COMPLY WITH CBC 1013.4 CR DOOR CARD READER, G.C. TO INSTALL J-BOX AND CONDUIT. TIED TO BLDG. FIRE-LIFE SAFETY SYSTEM. REFER TO ELEC. DRAWINGS. 1 NEW PARTIAL HEIGHT FRAMED PARTITION, REFER TO SHEET A501 2 NEW INTERIOR PARTITION 6" ABOVE CEILING. REFER TO STRUCTURAL DRAWINGS ON SHEET S300 KEYNOTES # 1 1
1 1
1 1
1 1
1 1
1 1 PCC#1 05/07/2024 1
1 1

APPROVED

REVIEWED FOR CODE COMPLIANCE
Approval of these plans and specifications does shall not be considered to be a permit for, or an approval of any violation Federal, State, County, or City laws or ordinances. One set of approved plans must be kept on the project site until completion.

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024

HIGH AND LOW PUSH-PLATE REQUIRED AT EACH DOOR AT DOORS WITH PUSH PLATES 18" MANEUVERING CLEARANCE REQUIRED AT ALL INTERIOR DOORS, PULL/STRIKE SIDE OF JAMB

NOT IN CONTRACT NOT IN CONTRACT NOT IN CONTRACT NOT IN CONTRACT FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ARCH\11_2307048_A104 FINISH FLOOR PLAN.DWG PLOT DATE/TIME: 5/14/2024 1:26 PM
USER NAME: MICHAEL GEORGY R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

Project: P L U M P E N G I N E E R I N G I N C. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp: 5/14/24 TENANT IMPROVEMENT FOR:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG ARIC D. GLESS

ARCHITECT
E
D
C
NE
S
I L BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024 FINISH FLOOR PLAN A104
0 8' 16' 24' SCALE: 1/8"=1'-0" FINISH FLOOR PLAN
1 1/8" =1'-0" NORTH LEGEND 1. (N) COUNTERTOP BY CAESARSTONE, COLOR: EMPIRA WHITE 2. (N) MILLWORK BY WILSONART, COLOR: PHAMTOM CHARCOAL 8214 3. (N) FLOORING: LVT SPEC: SHAW CONTRACT, BRANCHING OUT 5MM ACOUSTIC, COLOR: RISE OAK NOTE: FLOORING SHALL BE SLIP-RESISTANT PER CBC 11B-302.1 4. (N) WALL PAINT BY DUNN EDWAQRDS, COLOR: LACE VEIL DE 6372 5. (N) 2" STAINLESS STEEL TRIM, SEE INTERIOR ELEVATIONS SHEET A400 6. PROVIDE (N) FLOOR TRANSITION STRIP. 7. (E) TILE TO REMAIN. 8. (N) SOFFIT PAINT BY DUNN EDWARDS, COLOR: CLASSIC WHITE DE HW08. REFER TO REFLECTED CEILING PLAN SHEET A201 EXISTING FRAME WALL (N) PARTIAL HEIGHT FRAMED PARTITION, REFER TO SHEET A501 EXISTING FOLDING PANEL PARTITION TO REMAIN . NOT IN SCOPE EXISTING MINI-BLINDS TO REMAIN, NOT IN SCOPE EXISTING ROLLING SHADE SCREEN W/ BLACKOUT SHADE KEYNOTES #
A A. SUBMIT CONFIRMATION FOR ORDER AND DELIVERY DATES OF ALL OVER-STANDARD FINISHES. B. SUBMIT THE FOLLOWING SAMPLES FOR ARCHITECT'S APPROVAL: B1. THREE 12"X12" SAMPLES OF ALL PAINT. SUBMIT PAINT SAMPLES FROM THE PAINT LOT OR LOTS INTENDED FOR APPLICATION. B2. ONE 24"X24" MOCK-UP WITH SAMPLE SEAM (CENTERED) OF ALL FABRIC/VINYL FINISHES IN THE SPEC'D COLOR. PROVIDE FABRIC/VINYL FINISHES APPLIED TO A SUBSTRATE WHICH IS REPRESENTATIVE OF THE SURFACE TO BE FINISHED. B3. THREE 12"X12" SAMPLES OF ALL FLOOR COVERINGS. C. SUBMIT SAMPLES BEFORE PLACING FULL ORDERS WHERE MATERIALS ARE NOT RETURNABLE. NOTIFY ARCHITECT IMMEDIATELY OF LONG LEAD ORDER ITEMS. D. PAINT FINISH OF ALL METAL PARTS OF DOORS, PERIMETER ENCLOSURES, ETC., SHALL BE SEMI-GLOSS, UNO. E. ALL PAINT SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATION FOR THE PARTICULAR SURFACE. F. CONTRACTOR SHALL PAINT AND REFINISH ALL NEW INTERIOR WALLS WITH PAINT/FINISH TO MATCH EXISTING, UNO. G. FLOOR COVERING IN CLOSETS SHALL BE THE SAME AS THAT OF THE SPACE ONTO WHICH THE CLOSET DOOR OPENS, UNO. H. WHERE FLOOR MOUNTED OUTLETS ARE REQUIRED ON CARPETED AREA, CUT THE CARPET IN AN "X" OVER THE HOLE AND TUCK CARPET UNDER, DO NOT TRIM THE CARPET. THIS ALLOWS CARPET PATCHING WHERE OUTLETS ARE LATER REMOVED. I. IF ADJACENT SPACES ARE OCCUPIED, ALL TACK STRIPS ARE TO BE INSTALLED AFTER NORMAL WORKING HOURS, UNO. J. FLOAT ALL AREAS WHERE FLOOR IS NOT LEVEL OR TRUE PRIOR TO FLOORING INSTALLATIONS. K. CARPET CONTRACTOR MUST VERIFY EXISTING FLOOR CONDITIONS PRIOR TO BID AND INSTALLATION. L. NO SUBSTITUTIONS ALLOWED WITHOUT ARCHITECT APPROVAL . FINISH GENERAL NOTES 1 1 A-300
4 A-300
3 A-300
2 A-300 PCC#1 05/09/2024 1

APPROVED

REVIEWED FOR CODE COMPLIANCE
Approval of these plans and specifications does shall not be considered to be a permit for, or an approval of any violation Federal, State, County, or City laws or ordinances. One set of approved plans must be kept on the project site until completion.

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024

L-1 L-1 L-1 L-1 L-1 L-1
L-1 L-1
L-1
L-2
L-1 L-1
L-2 L-2 L-2 L-2 L-2 L-2 L-2
L-2 L-2
L-2
L-2
L-2
L-3
L-1
L-3 L-3 L-3
L-3 L-3
L-3
L-3 L-3 L-3 L-3 L-3 L-3 L-3
L-3
L-3
L-1 L-1 L-1 L-1 L-1 L-1 L-1

EM EM EM EM
EM 4'-0" 4'-0" 4'-0" 4'-0" 4'-0"
4'-0" 9'-0"

NOT IN CONTRACT NOT IN CONTRACT
NOT IN CONTRACT 3'-6"

NOT IN CONTRACT
9'-0" 7'-3" 7'-9" 7'-9" 7'-3" 9'-0" 2'-10" 6'-6" 2'-11" 2'-11" 6'-11" 6'-11" 2'-11" 2'-11" 6'-11" 1'-7"
6'-9" 4'-7"
3'-0"
4'-6" 4'-6"
2'-11" 3'-5" 3'-5"EQ. EQ. EQ. EQ. EQ. EQ. FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ARCH\12_2307048_A201 REFLECTED CEILING PLAN.DWG PLOT DATE/TIME: 5/14/2024 1:26 PM USER NAME: MICHAEL GEORGY

R E V I S I O N S
Project Manager:

Date:

Project Number:

Scale:

S H E E T N U M B E R
A.2307048 Sheet Title: Project:

P L U M P E N G I N E E R I N G I N C.
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com

CONSULTING ENGINEERS

STRUCTURAL, MECHANICAL, PLUMBING,

ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp:
5/14/24 TENANT IMPROVEMENT FOR: NORCO SECURITY ASSEMENT 2870 Clark Ave Norco, CA 92860 8/03/2023
MG
ARIC D. GLESS ARCHITECT ED C NE S I L

BUILDING SUBMITTAL
01/11/2024

CLIENT REVIEW
01/11/2024 REFLECTED CEILING PLAN
REFLECTED CEILING PLAN 1 A201
1/8" =1'-0"
NORTH 0 8' 16' 24'
SCALE: 1/8"=1'-0"

1. EXIT SIGNS SHALL BE INTERNALLY ILLUMINATED PER ELECTRICAL DRAWINGS, AND PER UL 924, MANUFACTURER'S INSTRUCTIONS,AND CHAPTER 27 ELECTRICAL SECTION 2702 EMERGENCY & STANDBY POWER SYSTEMS OF FBC 2022, 7TH ED.

2. ANY TIME A BUILDING OR PORTION OF A BUILDING IS OCCUPIED,THE MEANS OF EGRESS

SERVING THE OCCUPIED PORTION SHALL BE ILLUMINATED AT AN INTENSITY OF NOT LESS THAN 1-FOOT-CANDLE (11LUX) AT THE WALKING SURFACE LEVEL.

3. POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED BY THE PREMISE'S ELECTRICAL SUPPLY. IF THERE IS A POWER SUPPLY FAILURE, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM AT:
a. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN SPACES
REQUIRING TWO OR MORE MEANS OF EGRESS.
b. EXTERIOR LANDINGS, FOR EXISTING DISCHARGE DOORWAYS IN BUILDINGS REQUIRING TWO OR MORE EXISTS.

4. EMERGENCY POWER SYSTEM SHALL BE CONNECTED TO EMERGENCY ELECTRICAL SYSTEM PROVIDING CONTINUED ILLUMINATION FOR NOT LESS THAN 1-1/2 HOURS IN CASE OF PRIMARY POWER LOSS. CONTINUED ILLUMINATION SHALL BE PROVIDED FROM

STORAGE BATTERIES, UNIT EQUIPMENT OR ON-SITE GENERATOR AND THE INSTALLATION OF EMERGENCYPOWER SYSTEM SHALL BE INSTALLED PER FBC 2020 7TH ED., CHAPTER 27 ELECTRICAL SECTION 2702.1.1 STATIONARY GENERATORS.

5. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION AVERAGING 1-FOOT-CANDLE (11 LUX) AND 1-FOOT-CANDLE MINIMUM AT ANY POINT MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. MAXIMUM TO MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED.

ADDITIONAL NOTES

CEILING FINISH LEGEND

CEILING HEIGHT LEGEND

GYPSUM BOARD - SMOOTH FINISH AND PAINTED
SUSPENDED CEILING W/ACOUSTICAL PANELS SEE DETAIL 1/A-501 8 8'-0" 9 9'-0" 10 10'-6"
11 11'-10"
12 13'-10" 4 1 1 3 3 3 3 4 4 4 2 1

GENERAL NOTES

1. VERIFY EXISTING CONSTRUCTION WITHIN SCOPE OR WORK TO ENSURE CONFORMANCE WITH NOTED RATINGS AND LOCAL CODES. RETROFIT NONCONFORMING CONSTRUCTION AS REQUIRED.

2. ALL NEW WORK SHALL CONFORM TO BUILDING STANDARD, UNLESS NOTED OTHERWISE.

3. PREPARE ALL SURFACES AS REQUIRED TO RECEIVE NEW FINISH.

L-1 NEW 2X4 LED LIGHT FIXTURE.

SPEC: LITHONIA, VOLUMETRIC LED TROFFER, 3000 LUMENS, 3500K, 80 CRI.

REF. #14/D-502
L-1 NEW 2X4 LED "EMERGENCY" LIGHT FIXTURE.

EM SPEC: LITHONIA, VOLUMETRIC LED TROFFER, 3000 LUMENS, 3500K, 80 CRI.

REF. #14/D-502
L-2 NEW GOOSENECK WALL MOUNTED LIGHT FIXTURE
SPEC: ANP RETROPOLITAN, MODEL WFU22, COLOR: BLACK
L-2
L-1

LIGHTING SCHEDULE
L-3 4'' ROUND RECESSED LED DOWNLIGHT.

SPEC: LITHONIA, LDN4-L04, 3500K, 1500
L-3

1. RELOCATE MECHANICAL REGISTERS.

2. PROVIDE WALL MOUNTED LIGHT FIXTURE, REFER TO ELEVATIONS FOR HEIGHT.

3. NEW RECESSED SOFFIT WITH COVE LIGHT, REFER TO LIGHTING SCHEDULE FOR SPE.

AND SHEET A503 FOR DETAILS.

4. INSTALL GYPSUM BOARD SOFFIT. ALL GYPSUM BOARD SURFACES MUST BE TAPED,

FLOATED, AND SANDED SMOOTH IN PREPARATION FOR NEW SCHEDULED FINISHES. REFER TO DET. #15/A-502 FOR MORE INFORMATION.

KEYNOTES # # 1 1 1 1 11 1 1 1
L-1
EM 1
LEGEND
NEW 2X2 CEILING GRID & TILES. REF TO #8/A-502
SPEC: ACT-1, MFR. ARMSTRONG. TILE - #770 CORGEGA SQUARE LAYIN, WHITE,15/16" ANGLED TEGULAR.

EXTEND & REWORK EXISTING FLS EQUIPMENT AS REQUIRED BY LOCAL FIRE DEPARTMENT.

NEW DRYWALL CEILING. REF. #1/A-502
(N) EXIT SIGNS 1 1
PCC#1
05/09/2024 1

APPROVED

REVIEWED FOR CODE COMPLIANCE
Approval of these plans and specifications does shall not be considered to be a permit for, or an approval of any violation Federal, State, County, or City laws or ordinances. One set of approved plans must be kept on the project site until completion.

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024 Page 78 of 119
FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ARCH\13_2307048_A400 INTERIOR SECTIONS.DWG PLOT DATE/TIME: 5/14/2024 1:26 PM USER NAME: MICHAEL GEORGY

R E V I S I O N S
Project Manager:

Date:

Project Number:

Scale:

S H E E T N U M B E R
A.2307048 Sheet Title: Project:

P L U M P E N G I N E E R I N G I N C.
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com

CONSULTING ENGINEERS

STRUCTURAL, MECHANICAL, PLUMBING,

ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp:
5/14/24 TENANT IMPROVEMENT FOR: NORCO SECURITY ASSEMENT 2870 Clark Ave Norco, CA 92860 8/03/2023
MG
ARIC D. GLESS ARCHITECT ED C NE S I L

BUILDING SUBMITTAL
01/11/2024

CLIENT REVIEW
01/11/2024 INTERIOR ELEVATIONS
INTERIOR SECTIONS 1 A400
3/8" =1'-0"

GENERAL NOTES

1. COORDINATE BACKING FOR FUTURE WALL MOUNTED EQUIPMENT WITH OWNER.

1. GOOSENECK WALL MOUNT BY ANP RETROPOLITAN, MODEL WFU522, COLOR: BLACK

2. PENDANT LIGHT, NOT USED.

3. 2" STAINLESS STEEL TRIM BY METALS DEPOT, COLOR: #4 BRUSH FINISH

4. VENEER BY WILSONART, COLOR: FAIRCHILD 8238

5. COUNTERTOP BY CAESARSTONE, COLOR: EMPIRA WHITE

6. 14" HIGH SMOKE GLASS, SEE INTERIOR ELEVATION

KEYNOTES
INTERIOR SECTIONS 2
3/8" =1'-0" 1
PCC#1
05/09/2024 1

APPROVED

REVIEWED FOR CODE COMPLIANCE
Approval of these plans and specifications does shall not be considered to be a permit for, or an approval of any violation Federal, State, County, or City laws or ordinances. One set of approved plans must be kept on the project site until completion.

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024 Page 79 of 119
7'-10"
1'-11" 4'-4" 1'-11" 11"
2"
4'-1" 1'-7" 3'-6" 3'-5" 2'-7" 2'-0" 5" 2" R6" 2'-7" 2'-0" 5" 2" 1'-0" 1'-4" 3'-0" 1'-9" 1'-9" 3'-0" 1'-5"
3'-9" 1'-7" R6"
1'-0" 5"
2"
1'-11" 3'-4" 3'-11" 3'-4" 3'-11" 3'-5"
2"
3'-5" 3'-11" 3'-4" 3'-11" 3'-4" 3'-11" 4'-4" 1'-11" 2'-7" 3'-6" R6" 2'-0" 5" 2" 1'-6" 4'-1"
2"
1'-11" 4'-4" 1'-11"
2"
4'-1" 1'-7" 3'-6" 2'-7" 2'-0" 5" 2" R6" FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ARCH\14_2307048_A300 MILLWORK.DWG PLOT DATE/TIME: 5/14/2024 1:27 PM USER NAME: MICHAEL GEORGY

R E V I S I O N S
Project Manager:

Date:

Project Number:

Scale:

S H E E T N U M B E R
A.2307048 Sheet Title: Project:

P L U M P E N G I N E E R I N G I N C.
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com

CONSULTING ENGINEERS

STRUCTURAL, MECHANICAL, PLUMBING,

ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp:
5/14/24 TENANT IMPROVEMENT FOR: NORCO SECURITY ASSEMENT 2870 Clark Ave Norco, CA 92860 8/03/2023
MG
ARIC D. GLESS ARCHITECT ED C NE S I L

BUILDING SUBMITTAL
01/11/2024

CLIENT REVIEW
01/11/2024 MILLWORK ENLARGED PLAN
ENLARGED MILWORK PLAN 1 A300
1/4" =1'-0"

GENERAL NOTES

HATCH INDICATED MILLWORK TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. REFER TO A-401 SHEET FOR FINISHES AND ELECTRICAL DRAWINGS FOR UTILITY CONNECTION REQUIREMENTS FOR THESE ITEMS.

CUT-OUTS:

CUT-OUTS FOR ALL REQUIREMENTS (SWITCHES, OUTLETS, ETC.) SHALL BE PROVIDED BY MILLWORK CONTRACTOR AND COORDINATED WITH ELECTRICAL CONTRACTOR.

WALL BLOCKING:

PROVIDE NECESSARY BLOCKING FOR ALL WALL HUNG CABINETS. REFER TO DETAIL #9/A501 FOR ADDITIONAL INFORMATION.

CABINET BOXES:

WHITE THERMAL FUSED MELAMINE FINISH ON 3/4" INDUSTRIAL PARTICLE BOARD SUBSTRATE. ALL VISIBLE EDGES BANDED WITH MATCHING PVC EDGE BANDING.

ADJUSTABLE SHELVES (INTERIOR):

WHITE THERMAL FUSED MELAMINE FINISH ON 3/4" INDUSTRIAL PARTICLE BOARD SUBSTRATE AND SHELF SUPPORTS; 5MM CLEAR PLASTIC CLIPS WITH STEEL, PINS WITH THERMAL FUSED MELAMINE PVC EDGE BANDED SHELVES.

ADJUSTABLE SHELVES (EXPOSED):

VERTICAL GRADE PLASTIC LAMINATE, ON 3/4" INDUSTRIAL PARTICLE BOARD SUBSTRATE. ALL VISIBLE EDGES BANDED WITH MATCHING PVC EDGE BANDING.

ENLARGED MILWORK PLAN 2
1/4" =1'-0"
ENLARGED MILWORK PLAN 3
1/4" =1'-0"

MILLWORK PLAN LEGEND
ENLARGED MILWORK PLAN 4
1/4" =1'-0" 1

APPROVED

REVIEWED FOR CODE COMPLIANCE
Approval of these plans and specifications does shall not be considered to be a permit for, or an approval of any violation Federal, State, County, or City laws or ordinances. One set of approved plans must be kept on the project site until completion.

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024 Page 80 of 119
16'-9" 11'-10" 9'-0" 3'-6" 2'-10" 7'-0" 16'-9" 16'-9" 11'-10" 9'-0" 16'-9" 11'-10" 9'-0" 2'-10" 3'-6" 4'-8" 16'-9" 11'-10" 7'-0"9'-0"

BUILDING PUBLIC WORK
ADMIN 16'-9" 11'-10"
15'-1" 11'-10" 9'-0" 7'-0"8'-4" 7'-0" 2'-10" 3'-6" 4'-8" 1 1 1 35 4 5 35 4 5 1 3 5 35 5 4 2 2 2 2 4 HALL OF FAME 3 3 3 1'-1" 1'-1" 1'-4" 1'-1" 1'-4" 1'-1" 1'-1" 1'-4" 6 6 6 6 CASHIER 3'-2" 43" MAX.

SIGN FOR REFERENCE ONLY

NOT PART OF THIS PROJECT

SIGN FOR REFERENCE ONLY

NOT PART OF THIS PROJECT

SIGN FOR REFERENCE ONLY

NOT PART OF THIS PROJECT

SIGN FOR REFERENCE ONLY
NOT PART OF THIS PROJECT 3'-2" 43" MAX. 3'-2" 43" MAX.
3'-0"
MIN.

SIGN FOR REFERENCE ONLY

NOT PART OF THIS PROJECT
4'-0"
4'-0"
4'-0"
2'-0"
3'-0" 3'-0"
3'-0" 3'-0" 3'-0" 3'-0"
3'-0" 3'-0" 2'-10" 3'-6" FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ARCH\14_2307048_A401 INTERIOR ELEVATIONS.DWG PLOT DATE/TIME: 5/14/2024 1:27 PM USER NAME: MICHAEL GEORGY

R E V I S I O N S
Project Manager:

Date:

Project Number:

Scale:

S H E E T N U M B E R
A.2307048 Sheet Title: Project:

P L U M P E N G I N E E R I N G I N C.
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com

CONSULTING ENGINEERS

STRUCTURAL, MECHANICAL, PLUMBING,

ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp:
5/14/24 TENANT IMPROVEMENT FOR: NORCO SECURITY ASSEMENT 2870 Clark Ave Norco, CA 92860 8/03/2023
MG
ARIC D. GLESS ARCHITECT ED C NE S I L

BUILDING SUBMITTAL
01/11/2024

CLIENT REVIEW
01/11/2024 INTERIOR ELEVATIONS
A401
INTERIOR ELEVATIONS 6
SCALE 1/4" = 1'-0"
INTERIOR ELEVATIONS 1
SCALE 1/4" = 1'-0"
INTERIOR ELEVATIONS 2
SCALE 1/4" = 1'-0"
INTERIOR ELEVATIONS 5
SCALE 1/4" = 1'-0"
INTERIOR ELEVATIONS 4
SCALE 1/4" = 1'-0"
INTERIOR ELEVATIONS 3
SCALE 1/4" = 1'-0"
INTERIOR ELEVATIONS 1
1/4" =1'-0"

GENERAL NOTES

1. GOOSENECK WALL MOUNT BY ANP RETROPOLITAN, MODEL WFU522, COLOR: BLACK

2. 14" HIGH SMOKE GLASS

3. 2" STAINLESS STEEL TRIM BY METALS DEPOT, COLOR: #4 BRUSH FINISH

4. VENEER BY WILSONART, COLOR: PHANTOM CHARCOAL 8214

5. COUNTERTOP BY CAESARSTONE, COLOR: EMPIRA WHITE

6. 14" HIGH SMOKE GLASS "SLIDING" PANEL

1. COORDINATE BACKING FOR FUTURE WALL MOUNTED EQUIPMENT WITH OWNER.

LEGEND
2" STAINLESS STEEL TRIM BY METALS DEPOT,
COLOR: #4 BRUSH FINISH
14" HIGH SMOKE GLASS
VENEER BY WILSONART, COLOR:

PHANTOM CHARCOAL 8214
KEYNOTES # 1 1 1 1 1 1 1 1 1
PCC#1
05/09/2024 1

APPROVED

REVIEWED FOR CODE COMPLIANCE
Approval of these plans and specifications does shall not be considered to be a permit for, or an approval of any violation Federal, State, County, or City laws or ordinances. One set of approved plans must be kept on the project site until completion.

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024 Page 81 of 119
25 GA. STUD BASE CABINET, WALL HUNG CABINET, SHELVES, LAVATORY, GRAB BAR, ELECTRICAL PANEL, TELEVISION, SURFACE MOUNTED LIGHT FIXTURE AND AS SHOWN. 6" X 25 GA. STL. STUD NOTCH & FASTEN FLUSH TO STUDS W/ (2) 8-18 WAFER HEAD SELF DRILLING SCREWS PER STUD. ALL BACKING TO SPAN MINIMUM THREE STUDS. TYPE 2 25 GA. STUD 6" X 16 GA. STL. PLATE FASTEN FLASH TO STUDS W/ (2) 8-18 WAFER HEAD SELF DRILLING SCREWS PER STUD. ALL BACKING TO SPAN MIN. THREE STUDS. ALL TOILET ACCESSORIES, FIRE EXTINGUISHER CABINET, WALL MOUNTED TELEPHONE OUTLET, WALL MOUNTED DOOR STOP, WINDOW BLIND, AND AS SHOWN. NOTE: EXTEND BACKING PLATES TO LAST STUD BEYOND FACE OF FIXTURE OR ACCESSORY, TYP. PROVIDE METAL SLEEVES THROUGH WALL FINISH AT FIXTURE FASTENING, TYP. ALL BACKING PLATES SHOWN OR NOT SHALL BE SCREWED TO STUDS, TYP. 24"
24"
24"
24"
L
L
12" VARIES PARTITION BEYOND, REFER TO PARTITION PLAN FOR TYPE C OF PARTITION TO ALIGN WITH C OF WINDOW MULLION BEYOND ANCHOR CLIP AND FASTENER ATTACHED TO CONC. FLOOR COMPRESSED RUBBER GASKET AT MULLIONS, WHERE APPLIES. SHIM AS REQ'D. EXISTING WINDOW MULLION BEYOND (E) GLAZING RACO, PR-1A, ALUMINUM PARTITION CASING. FINISH TO MATCH EXISTING WINDOW SYSTEM. 2"x2"x1/4" STL. TUBE WELDED TO 4"x3"x1/4" STL. PLATE. ATTACH TO FLOOR W/ W/ (4) 1/4" RAMSET THRU BOLT. TUBE @ 48" O.C. AND AT CORNERS. 3-5/8" x 25 GA MTL STUDS @ 16" O.C. W/ 5/8" TYPE "X" GYP. BD. EQ. SIDE LINE OF EXISTING FINISH FLOOR WALL TYPE 2: 3'-6"
WALL TYPE 2A: 32"
4" 3/4" PLYWOOD SUBTOP SCHEDULED CAP/COUNTER REFER TO PLANS 3--
1 1
2 " A501
CONSTRUCTION DETAILS FLOORING TRANSITION 12N.T.S. INTERSECTION FRAMING 6N.T.S. METAL STUD BOTTOM TRACK SCREWED TO STUDS WOOD DOOR PER SPECS STEEL DOOR FRAME PER SPECS METAL STUDS PER PLAN 5/8" TYPE "X" GYP. BD. EACH SIDE W/ #8 SMS @ 12" O.C. INTERIOR DOOR HEAD DETAIL 1N.T.S. WALL @ JAMB
4" JAMB STUDS WOOD DOOR PER SPECS STEEL DOOR FRAME PER SPECS METAL STUDS PER PLAN 5/8" TYPE "X" GYP. BD. EACH SIDE W/ #8 SMS @ 12" O.C. INTERIOR DOOR JAMB DETAIL 2N.T.S. CORNER FRAMING WALL INTERSECTION FRAMING # 8 SMS @ 12" O.C. TYP. STUD OR CLIP ANGLES AS REQ'D. FOR STUD CONNECTION #8 SMS @ 12" O.C. TYP. UNDERSLUNG REDUCER #735 2 1 TYP. MAX. SLOPE BURKE MERCER TRANSITION MOULDING #152 CONCRETE TO CARPET CONCRETE TO VINYL FLOOR 1 2"MAX TYP. IMPERIAL REDUCER #800 BURKE MERCER BURKE MERCER 2 1 TYP. MAX. SLOPE
2 1 TYP. MAX. SLOPE (2) 1/4"Ø 'SDS' SCREW @ 24" O.C. (ICC #2236) 362S162-43 BRACE @ 48" O.C. (ALT. DIRECTION) (E) 2x FRAMING WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR SWING (LOCATE ON CORRESPONDING SIDE WALL AT DOORLESS CONDITION). RAISED 1/32" UPPERCASE LETTERING CORRESPONDING GRADE II BRAILLE HT. OF LETTERING 5/8" MIN. TO 2" MAX. 48" MIN.
60" MAX. 6" MIN. 3/8" MIN. BASE DIAMETER RAISED DOT NO RAISED DOT 1. BRAILLE SHALL BE CONTRACTED (GRADE 2) 2. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE 703.3.1. 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 3. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH (9.5 MM) MINIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH (9.5 MM) MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS. TABLE 703.3.1 BRAILLE DIMENSIONS DISTANCE BETWEEN DOTS IN THE SAME CELL SINGLE BRAILLE CELL DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS DISTANCE BETWEEN DOTS IN THE SAME CELL DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW BLANK CELL SPACE BETWEEN WORDS FIGURE 703.4.3 MEASUREMENT RANGE MINIMUM IN INCHES MAXIMUM IN INCHES DOT BASE DIAMETER DISTANCE BETWEEN TWO DOTS IN THE SAME CELL 0.059 TO 0.063 1. MEASURED CENTER TO CENTER DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS DOT HEIGHT 0.090 TO 0.100 0.241 TO 0.300 0.025 TO 0.037 0.395 TO 0.400 1 DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL BELOW 1 1 EQ EQ 6" CL 5"
1 2
" 7
8 " 5
8 "-2" 3
8 "-1
2 " 1" 3
8 " NOTE: 1. RAISED CHARACTER AND BRAILLE EXIT SIGNAGE SHALL COMPLY WITH CBC SECTIONS 11B-703.1, 11B-703.2, 11B-703.3, & 11B-703.5 2. REFER TO TABLE 11b-703.3 FOR BRAILLE DIMENSIONS AND FIGURE 11B-703.3.1 FOR BRAILLE MEASUREMENT 3. LETTERS AND NUMBERALS SHALL BE RAISED 1/32" UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE AND ACCOMPANIED WITH GRADE II BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2". CBC SEC. 11B-703.2 BEND BRACE AND SCREW TO (E) FRAMINGINT. WINDOW JAMB 7N.T.S. INT. WINDOW HEAD/ SILL
8N.T.S. METAL STUD WALL PER PLAN DOOR AND FRAME WINDOW FRAME AND GLASS. METAL STUD WALL PER PLAN 5/8" TYPE "X" GYP. BD. EACH SIDE W/ #8 SMS @ 12" O.C. ALUM. WINDOW FRAME W/ ROMVEABLE STOP 1/4" CLEAR GLASS (SEE ELEVATION IF GLASS IS TO BE TEMP.) BOTTOM TRACK W/ GYP BD EACH SIDE HEAD SILL (JAMB SIM) FINISH FLOOR FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ARCH\15_2307048_A501 CONSTRUCTION DETAILS.DWG PLOT DATE/TIME: 5/14/2024 1:27 PM
USER NAME: MICHAEL GEORGY R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

Project: P L U M P E N G I N E E R I N G I N C. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp: 5/14/24 TENANT IMPROVEMENT FOR:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG ARIC D. GLESS

ARCHITECT
E
D
C
NE
S
I L BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024 WALL BRACE 5N.T.S. NOT USED
3N.T.S. TACTILE SIGNAGE 17N.T.S. EXIT TACTILE SIGNAGE 15NTS WALL BACKING DETAILS 9 - WALL/MULLION W/JOG CONNECTION DET. 11-- EXIT 3/8" MIN. 3/8" MIN. 5/8" MIN. TO 2" MAX. SANS-SERIF UPPERCASE CHARACTERS, RAISED 1/32" PER ANSI STANDARDS CHARACTERS & BACKGROUND OF SIGNS TO BE NON-GLARE FINISH AND TO CONTRAST WITH EACH OTHER. (STANDARD COLOR: WHITE TEXT ON GREY BACKGROUND) COLOR & CONTRAST OF SIGN TO BE DISTINCTLY DIFFERENT THAN COLOR & CONTRAST OF WALL. CORRESPONDING GRADE II BRAILLE PER ANSI STANDARDS AS PER 2022 CBC 1013.4 - EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD "EXIT" 60" MAX AFF
48" MIN AFF EXIT ROUTE TACTILE SIGNAGE 14NTS SANS-SERIF UPPERCASE CHARACTERS, RAISED 1/32" PER ANSI STANDARDS EXIT ROUTE 3/8" MIN. 3/8" MIN. 5/8" MIN. TO 2" MAX. CHARACTERS & BACKGROUND OF SIGNS TO BE NON-GLARE FINISH AND TO CONTRAST WITH EACH OTHER. (STANDARD COLOR: WHITE TEXT ON GREY BACKGROUND) COLOR & CONTRAST OF SIGN TO BE DISTINCTLY DIFFERENT THAN COLOR & CONTRAST OF WALL. CORRESPONDING GRADE II BRAILLE PER ANSI STANDARDS AS PER 2022 CBC 1013.4 - 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 WITH THE WORDS, "EXIT ROUTE" 60" MAX AFF
48" MIN AFF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL COMPLY WITH FIGURE 11B-703.7.2.1. THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE FS 15090 IN FEDERAL STANDARD 595C. A BORDER MAY BE PROVIDED INSIDE OR OUTSIDE OF THE MINIMUM REQUIRED (ISA) DIMENSION. REQ. DIM REQ. DIM FIGURE 11B-703.7.2.1 ISA SIGNAGE DETAIL 16N.T.S. WALL TYPE 2 13 1" = 1'-0" 1 PCC#1 05/09/2024 1

APPROVED

REVIEWED FOR CODE COMPLIANCE
Approval of these plans and specifications does shall not be considered to be a permit for, or an approval of any violation Federal, State, County, or City laws or ordinances. One set of approved plans must be kept on the project site until completion.

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024