Paso Robles City Council
October 6, 2026

Cal OES Form 130 Instructions
A Designation of Applicant’s Agent Resolution for Non-State Agencies is required of all Applicants to be eligible to receive funding. A new resolution must be submitted if a previously submitted resolution is older than three (3) years from the last date of approval, is invalid, or has not been submitted.

When completing the Cal OES Form 130, Applicants should fill in the blanks on pages 1 and 2. The blanks are to be filled in as follows:

Resolution Section:

Governing Body: This is the group responsible for appointing and approving the Authorized Agents.

Examples include: Board of Directors, City Council, Board of Supervisors, Board of Education, etc.

Name of Applicant: The public entity established under the laws of the State of California.

Examples include: School District, Office of Education, City, County or Non-profit agency that has applied for the grant, such as: City of San Diego, Sacramento County, Burbank Unified School District, Napa County Office of Education, University Southern California.

Authorized Agent: These are the individuals that are authorized by the Governing Body to engage with the Federal Emergency Management Agency and the California Governor’s Office of Emergency Services regarding grants for which they have applied.

There are two ways of completing this section:

1. Titles Only: The titles of the Authorized Agents should be entered here, not their names. This allows the document to remain valid if an Authorized Agent leaves the position and is replaced by another individual. If “Titles Only” is the chosen method, this document must be accompanied by either a cover letter naming the Authorized Agents by name and title, or the Cal OES AA Names document. The supporting document can be completed by any authorized person within the Agency (e.g., administrative assistant, the Authorized Agent, secretary to the Director). It does not require the Governing Body’s signature.

2. Names and Titles: If the Governing Body so chooses, the names and titles of the Authorized Agents would be listed. A new Cal OES Form 130 will be required if any of the Authorized Agents are replaced, leave the position listed on the document, or their title changes.

STATE OF CALIFORNIA

CALIFORNIA GOVERNOR'S OFFICE OF EMERGENCY SERVICES

DESIGNATION OF APPLICANT'S AGENT RESOLUTION

NON-STATE AGENCIES
OES-FPD-130 (Rev. 10-2022)

RECOVERY DIRECTORATE

FINANCIAL PROCESSING DIVISION
Rev. 10-2022 OES-FPD-130 Page 3 of 4
Exhibit A

Checking Universal or Disaster-Specific Box: A Universal resolution is effective for all past disasters and for those declared up to three (3) years following the date of approval. Upon expiration it is no longer effective for new disasters, but it remains in effect for disasters declared prior to expiration. It remains effective until the disaster goes through closeout unless it is superseded by a newer resolution.

Governing Body Representative: These are the names and titles of the approving Board Members.

Examples include: Chairman of the Board, Director, Superintendent, etc. The names and titles cannot be one of the designated Authorized Agents. A minimum of three (3) approving board members must be listed. If less than three are present, meeting minutes must be attached in order to verify a quorum was met.

Certification Section:

Name and Title: This is the individual in attendance who recorded the creation and approval of this resolution.

Examples include: City Clerk, Secretary to the Board of Directors, County Clerk, etc. This person cannot be one of the designated Authorized Agents or Approving Board Member. If a person holds two positions (such as City Manager and Secretary to the Board) and the City Manager is to be listed as an Authorized Agent, then that person could sign the document as Secretary to the Board (not City Manager) to eliminate “Self-Certification.”

STATE OF CALIFORNIA

CALIFORNIA GOVERNOR'S OFFICE OF EMERGENCY SERVICES

DESIGNATION OF APPLICANT'S AGENT RESOLUTION

NON-STATE AGENCIES
OES-FPD-130 (Rev. 10-2022)

RECOVERY DIRECTORATE

FINANCIAL PROCESSING DIVISION
Rev. 10-2022 Page 4 of 4 OES-FPD-130
Exhibit A

Council Agenda Report
From: Kevin Tran, Information Technology Manager
Subject: Approval of a Five-Year Agreement for Accela Citizen Access and Civic Platform Software CEQA Determination: The City finds that this action is not a project under the California Environmental Quality Act pursuant to State Guidelines Section State CEQA Guidelines, §§ 15060, subd. (c)(2)-(3), 15378.

Date: September 1, 2026
Facts

1. In 2016, the City’s Community Development department upgraded its permitting system from ‘Permits Plus’ to ‘Accela Citizen Access and Civic Platform’ system.

2. Accela Citizen Access is the public-facing online portal for residents and contractors to apply for permits, pay fees, and track project status.

3. Accela Civic Platform is the backbone for all land use and community development activities ranging from addressing, planning entitlements, building permits, engineering permits, plan checking, inspections, code enforcement, short-term rentals, and stormwater management. The software provides specific features for automating the dozens of steps involved with permitting.

4. The City uses the Accela Citizen Access (Paso Permits) and Civic Platform as its primary permitting, licensing, and land-management system. Accela has supported the City’s development services for 10 years.

5. The City currently has 43 registered users with 26 from Community Development, 6 from Fire and Emergency Services, 3 from Public Works, and 8 from the Utilities Department.

6. The existing subscription agreement with Accela is set to expire on September 29, 2026. To ensure continued service, the City has the option to renew for an additional five-year term.

Options

1. Take no action;

2. Authorize the City Manager to execute a five-year renewal agreement with Accela for continued use of the Accela Citizen Access and Civic Platform software, including associated hosting, licensing, and support services not to exceed $652,040.46 ($120,384.35 for FY 2026-27);

3. Provide alternative direction to staff.

Analysis and Conclusions
Accela continues to meet the City’s operational needs and provides the technology infrastructure necessary to support the City’s development review and permitting services. Over the past 10 years, the system has provided a stable platform for processing permits, managing development applications, coordinating reviews, maintaining records, and providing online services to residents, businesses, contractors, and the development community. Continued use of Accela will allow the City to maintain these established services while continuing to improve efficiency and customer access.

Key benefits of continuing with Accela include:
 Reliable and stable service delivery. Accela provides a cloud-hosted enterprise platform with system maintenance, technical support, scalability, and disaster recovery capabilities. Continuing with an established platform also avoids the operational disruption, implementation costs, staff training, data migration, and transition risks associated with replacing the City's core permitting system.
 Improved operational efficiency. Accela streamlines development and permitting workflows by facilitating application intake, routing, review, inspections, payments, notifications, and records management within a centralized system. These digital workflows reduce manual processing and administrative tasks, allowing staff to focus on application review, customer service, inspections, and other core responsibilities.
 Convenient online access to City services. Through the Paso Permits online portal, customers can access permitting services and project information outside of normal business hours. The ability to submit applications, check project status, respond to requests, make payments, and access records electronically reduces the need for in-person visits and provides greater flexibility for residents, property owners, contractors, and developers.  Greater transparency and access to information. Online project information and digital workflows provide customers with improved visibility into the status of applications and other developmentrelated activities. This helps customers better understand the progress of their projects and the actions that may be required to move an application forward.  Integration with existing City systems. Accela integrates with the City's GIS, payment processing, and digital records management systems. Maintaining these integrations supports continuity across the City's technology environment and reduces the need for duplicate data entry and manual information transfer.
 Security, maintenance, and system reliability. Continued use of a supported cloud-based enterprise platform provides access to ongoing software maintenance, security updates, system improvements, and technical support, helping the City maintain reliable digital services over the term of the agreement.

In addition to meeting the City's day-to-day operational needs, continued investment in Accela is consistent with the City's broader goals for modernization, customer service, and economic development.

The City Council's FY 2026–2028 Strategic Work Plan identifies Community & Economic Development as a strategic priority, including business retention, attraction and expansion, economic development, strategic growth, and community investment. The Work Plan also identifies Efficient & Effective Governance, including technology modernization and improving the accessibility and user experience of City services, as a strategic priority.

A modern and accessible permitting system supports these broader objectives by making it easier for businesses, property owners, developers, and contractors to interact with the City. While Accela is primarily an operational tool for administering development services, its online capabilities, improved workflow management, and access to project information can help reduce administrative barriers and provide a more predictable and convenient customer experience. This is consistent with the City's stated objective of maintaining a welcoming and thriving community with a diverse economy and quality jobs.

The continued availability of reliable online permitting services is also particularly relevant as the City works to accommodate future development and investment. The Strategic Work Plan includes initiatives related to business retention and attraction, economic development, infrastructure to support growth,

and expanded housing opportunities. An effective permitting system does not determine whether a particular project is approved or how quickly it can be completed; however, it provides important administrative infrastructure for efficiently processing the development activity associated with these broader community priorities.

Based upon Accela's satisfactory performance over the past 10 years, its continued ability to meet departmental operational needs, and the benefits of maintaining an established and integrated permitting platform, continuation of Accela services is recommended. The proposed five-year renewal includes software licensing, cloud hosting, maintenance, and customer support. Continuing with the existing platform provides service continuity while supporting the City's ongoing efforts to modernize its operations, expand online access to services, and provide efficient and responsive development services.

To support the long-term financial sustainability of the City's digital permitting services, the City collects approximately $80,000 annually through the Development Technology Fee. This fee helps offset costs associated with providing digital permit services, maintaining enterprise permitting software, supporting the Paso Permits online customer portal, and enhancing the City's ability to process development applications efficiently. Continued investment in these services allows the City to maintain the technology necessary for effective day-to-day operations while also supporting the City's broader goals for efficient governance, customer service, and a business-friendly environment.

Fiscal Impact
The total renewal cost of the five-year contract is $652,040.46 ($120,384.35 for FY 2026-27) as shown below. The Information Technology operating budget, allocated across participating departments, includes appropriations for this renewal agreement, and as such, no further appropriations are required.

Funding for future years of this contract will be included in the division’s baseline budget.

Year (Date Range) Quote
Year 1 (09/30/26 – 09/29/27) $120,384.35
Year 2 (09/30/27 - 09/29/28 $125,199.72
Year 3 (09/30/28 - 09/29/29) $130,207.71
Year 4 (09/30/29 - 09/29/30) $135,416.02
Year 5 (09/30/30 - 09/29/31) $140,832.66
Total 5-Year $652,040.46
CEQA
The City finds that this action is not a project under the California Environmental Quality Act pursuant to State Guidelines Section State CEQA Guidelines, §§ 15060, subd. (c)(2)-(3), 15378.

Recommendation
Approve a five-year agreement for Accela Citizen Access and Civic Platform Software licensing and authorize the City Manager to execute all necessary documents, utilizing the State of California’s cooperative purchasing program administered by the Accela, and approve any minor, non-substantive amendments.

Attachments

1. Accela Renewal Order Form (2026-2031)

9110 Alcosta Blvd, Suite H #3030
San Ramon, CA, 94583
Proposed by: Caitlin Carter
Contact Phone: (925) 359 - 3411
Contact Email: [email protected]
Quote ID: Q-41103
Valid Through: 9/01/2026
Currency: USD
Renewal Order Form
Address Information
Bill To: Ship To:

Paso Robles Paso Robles
1000 Spring Street 1000 Spring Street
Paso Robles, California, 93446 Paso Robles, California93446 United States United States
Billing Name: Devon Kuhnle
Billing Phone: 8052373850
Billing Email: [email protected]
Services Year Start Date End Date Term
(Months) Price Qty Net Total
Accela Citizen Access -
Subscription Population (29,739
Population)
Year 1 09/30/2026 09/29/2027 12 $0.00 1 $0.00
Accela Civic Platform -
Subscription User Year 1 09/30/2026 09/29/2027 12 $2,799.64 43 $120,384.35 TOTAL: $120,384.35
Services Year Start Date End Date Term
(Months) Price Qty Net Total
Accela Citizen Access -
Subscription Population (29,739
Population)
Year 2 09/30/2027 09/29/2028 12 $0.00 1 $0.00
Accela Civic Platform -
Subscription User Year 2 09/30/2027 09/29/2028 12 $2,911.62 43 $125,199.72 TOTAL: $125,199.72
Services Year Start Date End Date Term
(Months) Price Qty Net Total
Accela Citizen Access -
Subscription Population (29,739
Population)
Year 3 09/30/2028 09/29/2029 12 $0.00 1 $0.00
Accela Civic Platform -
Subscription User Year 3 09/30/2028 09/29/2029 12 $3,028.09 43 $130,207.71 TOTAL: $130,207.71
Attachment 1

Services Year Start Date End Date Term
(Months) Price Qty Net Total
Accela Citizen Access -
Subscription Population (29,739
Population)
Year 4 09/30/2029 09/29/2030 12 $0.00 1 $0.00
Accela Civic Platform -
Subscription User Year 4 09/30/2029 09/29/2030 12 $3,149.21 43 $135,416.02 TOTAL: $135,416.02
Services Year Start Date End Date Term
(Months) Price Qty Net Total
Accela Citizen Access -
Subscription Population (29,739
Population)
Year 5 09/30/2030 09/29/2031 12 $0.00 1 $0.00
Accela Civic Platform -
Subscription User Year 5 09/30/2030 09/29/2031 12 $3,275.18 43 $140,832.66 TOTAL: $140,832.66
Pricing Summary
Period Net Total
Year 1 $120,384.35
Year 2 $125,199.72
Year 3 $130,207.71
Year 4 $135,416.02
Year 5 $140,832.66
Total $652,040.46
Renewal Terms/Information:

1. Notwithstanding anything to the contrary, this Order Form is governed by the terms and conditions in the (1) Accela Subscription Terms and Conditions, dated September 28, 2016, as thereafter amended (where applicable) for Subscription Services, (2) Enhanced Reporting Database (ERD) Policy at Accela Terms for ERD, and (3) Managed Application Services (MAS) Policy at Accela Terms for MAS (collectively, the “Agreement”).

2. No additional or conflicting terms or conditions stated in Customer’s order documentation, including, without limitation, purchase orders, will be incorporated into or form any part of this Order Form or the governing agreement, and all such terms or conditions will be null and void.

3. For Software Licenses, Accela may terminate this Order Form in the event the Software is phased out across Accela’s customer base. In such event, Accela will provide Customer sufficient advance notice and the parties will mutually agree to a migration plan for converting Customer to another Accela generally-available offering with comparable functionality.

4. Subscriptions continue from the Order Start Date through the number of months listed in this Order Form (or if not listed, twelve (12) months). Thereafter Subscriptions automatically renew annually as calculated from Order Start Date of Customer’s first Subscription purchase.

5. All Software Licenses, Maintenance, and Subscription purchases are non-cancelable and non-refundable.

6. Pricing is based upon payment by ACH and check. Payment by credit card (including Purchase Cards) for product and services in this Order Form will be subject to a service charge of 3%. There is no service charge for ACH or check payment.

Attachment 1

7. Customer may purchase additional licenses at the same price and for the same term as the licenses in this Order Form. Additional licenses purchased in this way will have the same annual price applicable for the purchase period and will have the same uplift and term dates as Customer’s existing licenses.

8. This Order Form reflects a reduced user count from 44 Civic Platform Users to 43 Civic Platform Users.

Signatures
Accela, Inc. Customer
Signature: \signature2 {"size": "medium"}\ Signature: \signature1 {"size": "medium"}\ Print Name: \fullname2\ Print Name: \fullname1\
Title: \title2\ Title: \title1\
Date: \date2\ Date: \date1\
Attachment 1

Council Agenda Report
From: Dwayne Brown, Maintenance Services Superintendent Subject: Approval of a Resolution Awarding a Contract to Kies and Son Construction, Inc. for the Centennial Park Picnic Pavilion Replacement Project
CEQA Determination: The City finds that this action is categorically exempt from the California Environmental Quality Act (“CEQA”) under the Class 1 exemption, which applies to the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing structures, facilities, mechanical equipment, or topographical features where the project involves negligible or no expansion of existing or former use. (State CEQA Guidelines, § 15301(d)(e)).

Date: October 6, 2026
Facts

1. The existing shade structure, patio, BBQ and benches at the Centennial Park Picnic Pavilion, adjacent to Nickerson Drive, have significantly deteriorated, necessitating full replacement of the facility.

2. The adopted Operating and Capital Budget for Fiscal Year (FY) 2025-26 includes an appropriation for the design and replacement of the pavilion in the amount of $335,600.

3. On November 4, 2025, City staff engaged Omni Design Incorporated to design a new shade structure, concrete patio, and BBQ to replace the existing failing amenities.

4. On Monday, May 11, 2026, the Parks and Recreation Advisory Committee reviewed and approved Omni Design Incorporated’s proposed design for the replacement pavilion.

5. Plans were prepared and advertised for bids, with an Engineer’s Estimate of $236,000.

6. At the bid opening on September 17, 2026, 6 bids were received. Kies & Sons Construction, Inc. submitted the lowest bid in the amount of $199,040.00. Staff reviewed the bid from Kies and Son Construction Inc. and found it to be a responsive and responsible bid.

Options

1. Take no action;

2. Authorize the City Manager to enter into a contract with Kies and Son Construction, Inc. in the amount of $199,040.00 to construct the new patio, shade structure and BBQ; or

3. Provide alternative direction to staff.

Analysis and Conclusions
The existing Centennial Picnic Pavilion has reached the end of its useful life. The benches, patio concrete, and BBQ are in poor condition, and some of the wooden pergola structural members are failing, presenting a safety hazard. Replacing and maintaining a similar wooden structure would exceed the cost of the proposed metal and fabric design over time. The proposed design incorporates a structure manufactured by Landscape Structures, Inc., the same vendor responsible for shade structures installed at Uptown Park, the Veterans Memorial Building, and the Centennial Activity Center patio. These

structures carry a ten-year fabric warranty. These structures have required no maintenance activity to date.

Additionally, several years ago, the City received grant funding from the State of California for the installation of a water slide at Centennial Park. The terms of the grant required the City to maintain the grant-funded improvement for a specified period. Following the temporary closure and subsequent reopening of the facility, the water slide was removed because it did not meet current accessibility requirements. A recent State audit identified the removal of the slide prior to completion of the required grant period. As a corrective action, the State has authorized the City to install a new shade structure at the Centennial Park pavilion to satisfy the City’s remaining obligations under the grant agreement.

Fiscal Impact
The total construction costs to Kies and Son Construction, Inc. is expected to be $199,040. This project is included in the City’s current Capital Improvement Program and there are sufficient funds to complete this project and no further action is necessary.

CEQA
The City finds that this action is categorically exempt from the California Environmental Quality Act (“CEQA”) under the Class 1 exemption, which applies to the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing structures, facilities, mechanical equipment, or topographical features where the project involves negligible or no expansion of existing or former use. (State CEQA Guidelines, § 15301(d)(e)).

Recommendation (Option 2)
Approve Resolution 26-XXX declaring the Centennial Park Picnic Pavilion project exempt from CEQA review and award a contract for the construction of a new patio, BBQ pit and Shade Structure installation to Kies & Son construction, Inc. in the amount of $199,040.00, and authorize the City Manager to execute the contract, subject to any minor technical, or non-substantive changes as approved by the City Manager and City Attorney.

Attachments

1. Resolution 26-XXX – Centennial Park Picnic Pavilion Replacement Construction

2. Bid – Kies & Son Construction, Inc.

3. Centennial Park Picnic Pavilion Replacement Plans – Omni Design Incorporated

Attachment 1
RESOLUTION 26-XXX

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EL PASO DE ROBLES

APPROVING AWARD OF A CONSTRUCTION CONTRACT FOR THE CENTENNIAL PARK PICNIC

PAVILION REPLACEMENT, AND FINDING THE ACTION EXEMPT FROM CEQA WHEREAS, the existing shade structure, patio, BBQ and benches at the Centennial Park Picnic Pavilion have significantly deteriorated, necessitating full replacement of the facility; and WHEREAS, City Council adopted the Fiscal Year (FY) 2025-26 Operating and Capital Budget, which included an allocation for the design and replacement of the Centennial Park Picnic Pavilion adjacent to Nickerson Drive; and
WHEREAS, installation of a new shade structure at the pavilion is also required as part of a State of California grant agreement; and
WHEREAS, City staff engaged Omni Design Incorporated to design a new shade structure, concrete patio, and BBQ to replace the existing failing amenities; and WHEREAS, on Monday, May 11, 2026, the Parks and Recreation Advisory Committee reviewed and approved Omni Design Incorporated’s proposed design for the replacement pavilion; and WHEREAS, plans were prepared and advertised for bids and six bids were received at bid opening; and WHEREAS, staff reviewed the lowest bid from Kies and Son Construction Inc. and found it to be a responsive and responsible bid.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EL PASO DE ROBLES DOES HEREBY RESOLVE AS FOLLOWS:

Section 1. All of the above recitals are true and correct and incorporated herein by reference.

Section 2. The City finds that this action is categorically exempt from the California Environmental Quality Act under the Class 1 exemption, which applies to the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing structures, facilities, mechanical equipment, or topographical features where the project involves negligible or no expansion of existing or former use. (State CEQA Guidelines, § 15301(d)(e)).

Section 3. The City Council hereby approves the Centennial Park Picnic Pavilion Replacement Construction contract to Kies and Son Construction, Inc., and authorizes the City Manager to execute the Agreement, subject to any minor, technical, or non-substantive changes as approved by the City Manager and the City Attorney consistent with City Council action, in the amount of $199,040.00.

APPROVED this 6th day of October 2026, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Attachment 1
John R. Hamon Jr., Mayor
ATTEST:

Melissa Martin, City Clerk

Attachment 2

Attachment 2

Attachment 2

Attachment 2

Attachment 2

Attachment 2

Attachment 2

Attachment 2

ADMINISTRATION

BUILDING
Pool Area
Lockers
Restrooms NICKERSON DRIVE

GYMNASIUM
NO

RKING AP
EVS
24 A1.0

SEE ENLARGED

SITE/FLOOR PLAN
5'-3"
1 4'-0" 3'-7" 2
6 4
5 3
7 8
(E) RESTROOMS
PROJECT AREA. NEW SHADE STRUCTURE
AND PICNIC TABLES. SEE 24/A1.0
(E) ACCESSIBLE PARKING
11'-0" 5'-0" 9'-0"
20'-0" 9 9
9 3'-0"
TYP.
3'-8" T
E
N
A P
O E
A T
S
NO
F CA I F O L/ R 3
I
N
H
E
L
I T CEN S c R N M D A A L H I T C
I
A
C T E
E
C 23402
E N
J
R
/ 2
: 0 6 WA L 0
A B.
7 All designs and other information on these drawings are for use on this specific project and shall not be used otherwise without the expressed written permission of Omni Design Incorporated.Written dimensions on these drawings shall take precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensionsand conditions on this job and this office shall be notified in writing of any variations from the dimensions or conditions shown in these drawings.

SHEET NUMBER:

PROJECT NUMBER: 2025-111DATE: JULY 13, 2026
SHEET TITLE:

Project:

CENTENNIAL PARK

PICNIC PAVILION

REPLACEMENT
DPW 25-33
Client:

CITY OF EL PASO

DE ROBLES
1000 SPRING STREET
PASO ROBLES | CALIFORNIA | 93446
No. Revision Date By

CONSTRUCTION

DOCUMENTS

FOR REVIEW

TITLE SHEET/PROJECT

INFO/OVERALL SITE PLAN
T1.0
VICINITY MAP 11 SCALE: NOT TO SCALE
SHEET INDEX 14T1.0 TITLE SHEET/PROJECT INFO/OVERALL SITE PLANT2.0 CAL GREEN NON-RESIDENTIAL MANDATORY MEASUREST2.1 CAL GREEN NON-RESIDENTIAL MANDATORY MEASUREST2.2 CAL GREEN NON-RESIDENTIAL MANDATORY MEASURES C1.0 TOPOGRAPHIC SURVEY
A1.0 SITE PLAN/FLOOR PLANA1.1 SITE ACCESSIBILITY PLANA2.0 ARCHITECTURAL DETAILS E1.0 GENERAL NOTES, SYMBOLS, ELECTRICAL PLAN
S0.1 STRUCTURAL NOTESS1.1 FOUNDATION DETAILSS1.2 FOUNDATION PLAN

1.0 SHADE STRUCTURE PLANS - PRELIMINARY

RED CLOUD ROAD

CRAZY HORSE ROAD

CRESTON ROAD

NICKERSON DRIVE

PROJECT SITE

CENTENNIAL PARK

PASO ROBLES, CALIFORNIA
2324

PROJECT TEAM
12 PROJECT DESCRIPTION
x DEMOLISH EXISTING 1750 SF CONCRETE SLAB, CMU BBQ, SINK, AND TRELLIS STRUCTURE.
x REPLACE WITH NEW 2000 SF CONCRETE SLAB, CMU BBQ, SINK, AND NEW TENSION SAIL SHADE STRUCTURE.

PROJECT DATA

APPLICANT/OWNER CITY OF EL PASO DE ROBLES

C/O FREDA BERMAN, CITY PROJECT MANAGERMAINTENANCE SUPERINTENDENT 1000 SPRING STREET
PASO ROBLES, CALIFORNIA 93446
[email protected]
805.237.3861

DWAYNE BROWN

MAINTENANCE SERVICES SUPERINTENDENT
1000 SPRING STREET
PASO ROBLES, CALIFORNIA 93446
[email protected]
ARCHITECT OMNI DESIGN, INC.

SHANE MAPLES, C37563
285 SOUTH STREET, SUITE P
SAN LUIS OBISPO, CALIFORNIA 93401
[email protected]

GEOTECHNICAL ENGINEER EARTH SYSTEMS
ROBERT W. DOWN, P.E. #70206
4378 SANTA FE ROAD
SAN LUIS OBISPO, CALIFORNIA 93401
805.544.3276
[email protected]
REPORT NO. 2512-059.SER
CIVIL ENGINEER OMNI DESIGN, INC.

DAVID MARCHELL, P.E., P.L.S. CIVIL ENGINEER #65215
285 SOUTH STREET, SUITE P
SAN LUIS OBISPO, CALIFORNIA 93401
805.544.9700
[email protected]
SURVEYING OMNI DESIGN, INC.

MATHEW MARCHELL, P.L.S., LAND SURVEYOR
285 SOUTH STREET, SUITE P
SAN LUIS OBISPO, CALIFORNIA 93401
805.544.9700
[email protected]

STRUCTURAL ENGINEER MKSE
MICHEL KALIN, SE #4419
P.O. BOX 486
MORRO BAY, CALIFORNIA 93433
805.540.8494
[email protected]

ELECTRICAL ENGINEER JMPE ELECTRICAL ENGINEERS
JOHN MALONEY, P.E. 13083
127 WEST CLARK AVENUE, SUITE 204
ORCUTT, CALIFORNIA 93455
[email protected]
APPLICABLE CODES, RULES, AND REGULATIONS:ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT ADOPTED BUILDING CODES AND THE REGULATIONS AND CODES OF THE CITY OF EL PASO DE ROBLES.CURRENT APPLICABLE CODES INCLUDE THE FOLLOWING:

THE 2025 CALIFORNIA BUILDING CODE -- TITLE 24 AS ADOPTED BY THE CALIFORNIA BUILDING STANDARDS COMMISSION.

PART 1 BUILDING STANDARDS ADMINISTRATIVE CODEPART 2 CALIFORNIA BUILDING CODEPART 3 CALIFORNIA ELECTRICAL CODEPART 4 CALIFORNIA MECHANICAL CODEPART 5 CALIFORNIA PLUMBING CODEPART 6 CALIFORNIA ENERGY CODEPART 9 CALIFORNIA FIRE CODEPART 11 CALIFORNIA GREEN BUILDING STANDARDS CODEPART 12 CALIFORNIA REFERENCE STANDARDS CODE CALIFORNIA STATE ENERGY CONSERVATION STANDARDS (TITLE 24) THE CALIFORNIA ADMINISTRATIVE CODE, TITLE 19 (INDUSTRIAL RELATIONS, PUBLIC SAFETY) AMERICANS WITH DISABILITIES ACT (ADA), TITLE II, ADAAG (APPENDIX A OF 28CFR PART 36) 13 APPLICABLE CODES
22 A. ALL WORK DESCRIBED HEREIN SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT, COMPATIBILITY, AND RELATIONSHIP TO SITE, BUILDING AND / OR SYSTEM CONDITIONS. DISCREPANCIES AND UNEXPECTED CONDITIONS WHICH AFFECT OR PREVENT THE IMPLEMENTATION OF THE WORK SHALL BEBROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREAS OF THE DISCREPANCY UNTIL THE ISSUE HAS BEEN RESOLVED.

B. CONTRACTORS WHO INTEND TO PROVIDE SERVICES ON THIS PROJECT SHALL VISIT THE SITE AND MAKE

THEMSELVES COMPLETELY FAMILIAR WITH THE EXISTING CONDITIONS PRIOR TO SUBMISSION OF PROPOSALS FOR THE WORK.

C. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER DRAWING SCALE OR PROPORTION. LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS.

D. SUBCONTRACTORS SHALL REMOVE ANY DEBRIS CREATED BY THEIR WORK AND LEAVE AREAS THEY

ARE WORKING IN BROOM CLEAN CONDITION AT THE END OF EACH DAY E. THESE DRAWINGS, SPECIFICATIONS, IDEAS , DESIGNS AND ARRANGEMENTS REPRESENTED WITH IN THIS

SET OF DOCUMENTS ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT AND NO PART SHALL

BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY PROJECT OTHER THAN THE

SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. VISUAL CONTACT WITH THESE DOCUMENTS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.

F. ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT ADOPTED PLANNING

AND ZONING ORDINANCES, BUILDING CODES, AND THE REGULATIONS AND CODES OF THE CITY OF EL PASO DE ROBLES.

G. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES, DIMENSIONS, SETBACKS, AND EASEMENTS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO THE START OF ANY WORK.

GENERAL NOTES
SCALE: 1/64" = 1'-0"OVERALL SITE PLAN NORTH

CENTENNIAL PARK PICNIC PAVILLION
REPLACEMENT, DPW 25-33
600 NICKERSON DRIVE
PASO ROBLES, CALIFORNIA 93446

BOLEN DRIVE

CENTENNIAL TRAIL

LAND USE DATA
ADDRESS 600 NICKERSON DRIVE
PASO ROBLES, CALIFORNIA 93446
ASSESSORS PARCEL NUMBER 009-561-051
PARCEL SIZE 16.24 ACRES (+/- 707,125 SQUARE FEET)
AREAS
EXISTING TRELLIS AND CONCRETE SLAB 1,750 SQUARE FEETNEW CONCRETE SLAB 2,000 SQUARE FEETNEW TENSION-SAIL STRUCTURE 896 SQUARE FEET APPROVED FOR BID USE ONLY CITY OF PASO ROBLESBUILDING DEPT. B26-0615 ƚƚĂĐŚŵĞŶƚϯ
Attachment
3

T
E
N
A
P

O E A T S
NO

F CA I F O L
/
R
3 I N
H
E
L I
T
CEN S
c
R

N M D A

A L H I T C
I A
C T E
E
C 23402
E N
J R
/ 2
: 0 6
WA L
0 A B.
7 All designs and other information on these drawings are for use on this specific project and shall not be used otherwise without the expressed written permission of Omni Design Incorporated.

Written dimensions on these drawings shall take precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensionsand conditions on this job and this office shall be notified in writing of any variations from the dimensions or conditions shown in these drawings.

SHEET NUMBER:

PROJECT NUMBER: 2025-111DATE: MAY 5, 2026
SHEET TITLE:

Project:

CENTENNIAL PARK

PICNIC PAVILION

REPLACEMENT
DPW 25-33
Client:

CITY OF EL PASO

DE ROBLES
1000 SPRING STREET
PASO ROBLES | CALIFORNIA | 93446
No. Revision Date By

CONSTRUCTION

DOCUMENTS

FOR REVIEW
CALIFORNIA GREEN BUILDING STANDARDS NON-RESIDENTIAL MANDATORY MEASURES 14 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 FIXTURE 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 OFNONCOMPLIANT 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.ABBREVIATION DEFINITIONS:

HCD DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENTBSC CALIFORNIA BUILDING STANDARDS COMMISSIONDSA-SS DIVISION OF THE STATE ARCHITECT, STRUCTURAL SAFETY

OSHPD OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT

LR LOW RISEHR HIGH RISE

AA ADDITIONS AND ALTERATIONS
N NEW
CHAPTER 5

NONRESIDENTIAL MANDATORY MEASURES
DIVISION 5.1 PLANNING AND DESIGN
SECTION 5.101 GENERAL

5.101.1 SCOPE

THE PROVISIONS OF THIS CHAPTER OUTLINE PLANNING, DESIGN AND DEVELOPMENT METHODSTHAT INCLUDE ENVIRONMENTALLY RESPONSIBLE SITE SELECTION, BUILDING DESIGN, BUILDINGSITING AND DEVELOPMENT TO PROTECT, RESTORE AND ENHANCE THE ENVIRONMENTAL QUALITY OF THE SITE AND RESPECT THE INTEGRITY OF ADJACENT PROPERTIES.

SECTION 5.102 DEFINITIONS5.102.1 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 ABOVENADIR. 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), INCLUDING NEIGHBORHOOD ELECTRIC VEHICLES (NEV),

PARTIAL ZERO EMISSION VEHICLE (PZEV), ADVANCED TECHNOLOGY PZEV (AT ZEV) OR CNGFUELED (ORIGINAL EQUIPMENT MANUFACTURER ONLY) REGULATED UNDER HEALTH AND SAFETY CODE SECTION 43800 AND CCR, TITLE 13, SECTIONS 1961 AND 1962.

2. HIGH-EFFICIENCY VEHICLES, REGULATED BY U.S. EPA, BEARING HIGH-OCCUPANCY VEHICLE (HOV) CAR POOL LANE STICKERS ISSUED BY THE DEPARTMENT OF MOTOR VEHICLES.

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 DISTINGUISHEDFROM 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 DEVELOPMENT5.106.1 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 ACTIVITIESTHROUGH 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.

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 STORMWATERDISCHARGES 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.

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.

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.

5.106.5.2 DESIGNATED PARKING FOR CLEAN AIR VEHICLES. IN NEW PROJECTS OR ADDITIONS ORALTERATIONS THAT ADD 10 OR MORE VEHICULAR PARKING SPACES, PROVIDE DESIGNATED

PARKING FOR ANY COMBINATION OF LOW-EMITTING, FUEL-EFFICIENT AND CARPOOL/VAN POOL VEHICLES AS FOLLOWS:

5.106.5.2.1 - PARKING STALL MARKING. PAINT, IN THE PAINT USED FOR STALL STRIPING, THE

FOLLOWING CHARACTERS SUCH THAT THE LOWER EDGE OF THE LAST WORD ALIGNS WITH THE END OF THE STALL STRIPING AND IS VISIBLE BENEATH A PARKED VEHICLE: CLEAN AIR / VAN POOL /EV NOTE: VEHICLES BEARING CLEAN AIR VEHICLE STICKERS FROM EXPIRED HOV LANE PROGRAMS MAY BE CONSIDERED ELIGIBLE FOR DESIGNATED PARKING SPACES.

5.106.5.3 ELECTRIC VEHICLE (EV) CHARGING. [N] CONSTRUCTION SHALL COMPLY WITH SECTION

5.106.5.3.1 OR SECTION 5.106.5.3.2 TO FACILITATE FUTURE INSTALLATION OF ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). WHEN EVSE(S) IS/ARE INSTALLED, IT SHALL BE IN ACCORDANCE WITHTHE CALIFORNIA BUILDING CODE, THE CALIFORNIA ELECTRICAL CODE AND AS FOLLOWS:

5.106.5.3.1 SINGLE CHARGING SPACE REQUIREMENTS. [N] WHEN ONLY A SINGLE CHARGING SPACE IS REQUIRED PER TABLE 5.106.5.3.3, A RACEWAY IS REQUIRED TO BE INSTALLED AT THE TIME

OF CONSTRUCTION AND SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. CONSTRUCTION PLANS AND SPECIFICATIONS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
1 THE TYPE AND LOCATION OF THE EVSE.
2 A LISTED RACEWAY CAPABLE OF ACCOMMODATING A 208/240 -VOLT DEDICATED BRANCH CIRCUIT.
3 THE RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1".
4 THE RACEWAY SHALL ORIGINATE AT A SERVICE PANEL OR A SUBPANEL SERVING THE

AREA, AND SHALL TERMINATE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF

THE CHARGING EQUIPMENT AND LISTED SUITABLE CABINET, BOX, ENCLOSURE OR EQUIVALENT.
5 THE SERVICE PANEL OR SUBPANEL SHALL HAVE SUFFICIENT CAPACITY TO ACCOMMODATE A MINIMUM 40-AMPERE DEDICATED BRANCH CIRCUIT FOR THE FUTURE INSTALLATION OF THE EVSE.

5.106.5.3.2 MULTIPLE CHARGING SPACE REQUIREMENTS. [N] WHEN MULTIPLE CHARGING SPACES ARE REQUIRED PER TABLE 5.106.5.3.3 RACEWAY(S) IS/ARE REQUIRED TO BE INSTALLED AT THE TIME

OF CONSTRUCTION AND SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. CONSTRUCTION PLANS AND SPECIFICATIONS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
1 THE TYPE AND LOCATION OF THE EVSE.
2 THE RACEWAY(S) 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 CHARGING EQUIPMENT AND INTO LISTED SUITABLE CABINET(S), BOX(ES), ENCLOSURE(S) OR EQUIVALENT.
3 PLAN DESIGN SHALL BE BASED UPON 40-AMPERE MINIMUM BRANCH CIRCUITS. 4 ELECTRICAL CALCULATIONS SHALL SUBSTANTIATE THE DESIGN OF THE ELECTRICAL

SYSTEM, TO INCLUDE THE RATING OF EQUIPMENT AND ANY ON-SITE DISTRIBUTION TRANSFORMERS AND HAVE SUFFICIENT CAPACITY TO SIMULTANEOUSLY CHARGE ALL REQUIRED EVS AT ITS FULL RATED AMPERAGE.
5 THE SERVICE PANEL OR SUBPANEL(S) SHALL HAVE SUFFICIENT CAPACITY TO

ACCOMMODATE THE REQUIRED NUMBER OF DEDICATED BRANCH CIRCUIT(S) FOR THE FUTURE INSTALLATION OF THE EVSE.

5.106.5.3.3 EV CHARGING SPACE CALCULATIONS. [N] TABLE 5.106.5.3.3 SHALL BE USED TO

DETERMINE IF SINGLE OR MULTIPLE CHARGING SPACE REQUIREMENTS APPLY FOR THE FUTURE INSTALLATION OF EVSE.

EXCEPTIONS: ON A CASE-BY-CASE BASIS WHERE THE LOCAL ENFORCING AGENCY HAS

DETERMINED EV CHARGING AND INFRASTRUCTURE IS NOT FEASIBLE BASED UPON ONE OR MORE OF THE FOLLOWING CONDITIONS:
1 WHERE THERE IS INSUFFICIENT ELECTRICAL SUPPLY.
2 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.

1. CALCULATION FOR SPACES SHALL BE ROUNDED UP TO THE NEAREST WHOLE NUMBER.

5.106.5.3.4 [N] IDENTIFICATION. THE SERVICE PANEL OR SUBPANEL(S) CIRCUIT DIRECTORY SHALL

IDENTIFY THE RESERVED OVERCURRENT PROTECTIVE DEVICE SPACE(S) FOR FUTURE EV CHARGING AS "EV CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS "EV CAPABLE".

5.106.5.3.5 [N] FUTURE CHARGING SPACES QUALIFY AS DESIGNATED PARKING AS DESCRIBED IN SECTION 5.106.5.2 DESIGNATED PARKING FOR CLEAN AIR VEHICLES.

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 SECTION 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.

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 ARENOT 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: THE SURFACE PARKING AREA COVERED BY SOLAR PHOTOVOLTAIC SHADE

STRUCTURES, OR SHADE STRUCTURES, WITH ROOFING MATERIALS THAT COMPLY WITH TABLE A5.106.11.2.2 IN APPENDIX A5, ARE NOT INCLUDED IN THE TOTAL AREA CALCULATIONS.

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: WALKS, HARDSCAPE AREAS COVERED BY SOLAR PHOTOVOLTAIC

SHADE STRUCTURES, AND HARDSCAPE AREAS COVERED BY SHADE STRUCTURES WITH ROOFING MATERIALS THAT COMPLY WITH TABLE A5.106.11.2.2 IN APPENDIX A5, ARE NOT INCLUDED IN THE TOTAL AREA CALCULATION.

DIVISION 5.2 ENERGY EFFICIENCY
SECTION 5.201 GENERAL5.201.1 SCOPE [BSC-CG]. CALIFORNIA ENERGY CODE [DSA-SS]. FOR THE PURPOSES OF MANDATORY ENERGY EFFICIENCY STANDARDS IN THIS CODE, THE CALIFORNIA ENERGYCOMMISSION WILL CONTINUE TO ADOPT MANDATORY BUILDING STANDARDS.

DIVISION 5.3WATER 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 DEFINITIONS5.302.1 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 DOESNOT 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 PUROSES, 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 WASTEMATTER ATTAINING A QUALITY THAT IS SUITABLE TO USE THE WATER AGAIN.

SUBMETER. A METER INSTALLED SUBORDINATE TO A SITE METER. USUALLY USED TO MEASURE WATER INTENDED FOR ONE PURPOSE, SUCH AS LANDSCAPE IRRIGATION. FOR THE PURPOSES OF CALGREEN, A DEDICATED METER MAY BE CONSIDERED A SUBMETER.

WATER BUDGET. IS THE ESTIMATED TOTAL LANDSCAPE IRRIGATION WATER USE WHICH SHALL NOT EXCEED THE MAXIMUM APPLIED WATER ALLOWANCE CALCULATED IN ACCORDANCE WITH THEDEPARTMENT OF WATER RESOURCES MODEL EFFICIENT LANDSCAPE ORDINANCE (MWELO).

SECTION 5.303 INDOOR WATER USE5.303.1 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.
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.

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 WATER SENSE SPECIFICATION FOR TANK-TYPETOILETS.

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 SHALLBE 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 VALVESHALL 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.

SHEET

REFERENCE
SHEET

REFERENCE
SHEET

REFERENCE
SHEET

REFERENCE
SHEET

REFERENCE
TABLE 5.106.5.2 - PARKING

TOTAL NUMBER OF PARKING SPACES NUMBER OF REQUIRED SPACES 0-9 0
10-25 1
25-50 351-75 6
76-100 8
101-150 11151-200 16
201 AND OVER AT LEAST 8% OF TOTAL
TABLE 5.106.5.3.3

TOTAL NUMBER OF PARKING SPACES NUMBER OF REQUIRED SPACES 0-9 0
10-25 1
26-50 251-75 4
76-100 5
101-150 7151-200 10
201 AND OVER 6% of total¹
TABLE 5.106.8 [N] MAXIMUM ALLOWABLE

BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS
1,2

ALLOWABLE RATING

LIGHTING
ZONE
LZ0

LIGHTING
ZONE
LZ1
LIGHTINGZONE 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 4 N/A U0 U0 U0 U0
For all other outdoor
lighting,including
decorative luminaires
N/A U1 U2 U3 UR

MAXIMUM

ALLOWABLE GLARE
RATING 5 (G)
Luminaire greater than
2 MH from property line N/A G1 G2 G3 G4
Luminaire front
hemisphere is 1-2 MH
from property line
N/A G0 G1 G1 G2
Luminaire front
hemisphere is 0.5-1 MH
from property line
N/A G0 G0 G1 G1
Luminaire back
hemisphere is less than

0.5 MH from property
line
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 thissection. 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. If the nearest property line is less than or equal to two mounting heights from the back hemisphere of the luminaire distribution, the applicable reduced Backlight rating shall be met.

4. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaires located in these areas shall meet U-value limits for "all other outdoor lighting".

5. If the nearest property line is less than or equal to two mounting heights from the front hemisphere of the luminaire distribution, the applicable reduced Glare rating shall be met.

SEPARATE
PERMIT

SEPARATE
PERMIT

SITE PLAN
A1.2

SITE PLAN
A1.2
SHEET
E1.1
(SEPARATE

PERMIT)

SITE PLAN
A1.2

SEPARATE
PERMIT

SEPARATE
PERMIT
SHEET
P1.0

SITE PLAN
A1.2
NOT

APPLICABLE

CAL GREEN

NON-RESIDENTIAL

MANDATORY MEASURES
T2.0

SITE PLAN
A1.2

SEPARATE
PERMIT
APPROVED FOR BID USE ONLY CITY OF PASO ROBLESBUILDING DEPT. B26-0615 Attachment 3

T
E
N
A
P

O E A T S
NO

F CA I F O L
/
R
3 I N
H
E
L I
T
CEN S
c
R

N M D A

A L H I T C
I A
C T E
E
C 23402
E N
J R
/ 2
: 0 6
WA L
0 A B.
7 All designs and other information on these drawings are for use on this specific project and shall not be used otherwise without the expressed written permission of Omni Design Incorporated.

Written dimensions on these drawings shall take precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensionsand conditions on this job and this office shall be notified in writing of any variations from the dimensions or conditions shown in these drawings.

SHEET NUMBER:

PROJECT NUMBER: 2025-111DATE: MAY 5, 2026
SHEET TITLE:

Project:

CENTENNIAL PARK

PICNIC PAVILION

REPLACEMENT
DPW 25-33
Client:

CITY OF EL PASO

DE ROBLES
1000 SPRING STREET
PASO ROBLES | CALIFORNIA | 93446
No. Revision Date By

CONSTRUCTION

DOCUMENTS

FOR REVIEW
T2.1 CALIFORNIA GREEN BUILDING STANDARDS NON-RESIDENTIAL MANDATORY MEASURES 14

5.303.3.4 FAUCETS AND FOUNTAINS.5.303.3.4.1 NONRESIDENTIAL LAVATORY FAUCETS. LAVATORY FAUCETS SHALL HAVEA 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 MAXIMUMFLOW 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 THAN 1.8 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.

5.303.4 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 NOMORE THAN 8 GPM OF WATER.

NOTE: THIS CODE SECTION DOES NOT AFFECT LOCAL JURISDICTION AUTHORITY TOPROHIBIT OR REQUIRE DISPOSER INSTALLATION.

5.303.5 AREAS OF ADDITION OR ALTERATION. FOR THOSE OCCUPANCIES WITHIN THE AUTHORITY OF THE CALIFORNIA BUILDING STANDARDS COMMISSION ASSPECIFIED IN SECTION 103, THE PROVISIONS OF SECTION 5.303.3 AND 5.303.4SHALL APPLY TO NEW FIXTURES IN ADDITIONS OR AREAS OF ALTERATION TO THE BUILDING.

5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. PLUMBING FIXTURESAND 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.

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 ISMORE 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 INSECTIONS 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 THEEVAPOTRANSPIRATION 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.

DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCEEFFICIENCY 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 WASTEDIVERSION, EMPLOYMENT OF TECHNIQUES TO REDUCE POLLUTION THROUGH

RECYCLING OF MATERIALS, AND BUILDING COMMISSIONING OR TESTING AND ADJUSTING.

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’SPROJECT 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 WALLAND 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.

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 ANDDEMOLITION 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 AT
WWW.BSC.CA.GOV/HOME/CALGREEN.ASPX 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 RESOURCESRECYCLING AND RECOVERY (CAL RECYCLE).

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 DIVERTEDFROM 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/LAWSREGSPOLICIES/REGS/UPLOAD/OEARA_REGS_UWR_FINALTEXT.PDF

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)
SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS5.410.1 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 CAL RECYCLE’S WEB SITE.

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, AIRCONDITIONING (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 REQUIREMENTSCOMMISSIONING 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:

2. 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 TOCONDUCT FUNCTIONAL PERFORMANCE TESTS OR TO ADJUST AND BALANCE SYSTEMS.

3. FUNCTIONAL PERFORMANCE TESTING FOR HEATING, VENTILATION, AIR

CONDITIONING SYSTEMS AND LIGHTING CONTROLS MUST BE
PERFORMED IN COMPLIANCE WITH THE CALIFORNIA ENERGY CODE.

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.

4. 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 THEFOLLOWING:

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.

5.410.2.5 DOCUMENTATION AND TRAINING. [N] A SYSTEMS MANUAL AND

SYSTEMS OPERATIONS TRAINING ARE REQUIRED, INCLUDING OCCUPATIONALSAFETY 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 THEFOLLOWING:

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.

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 ANDCONTROLS, AS WELL AS WATER HEATING SYSTEMS AND CONTROLS, REFER TOCALIFORNIA 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 ANDADJUSTING 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 PROCEDURESDEFINED BY THE TESTING ADJUSTING AND BALANCING BUREAU NATIONAL STANDARDS; THE NATIONAL ENVIRONMENTAL BALANCING BUREAU
PROCEDURAL STANDARDS; ASSOCIATED AIR BALANCE COUNCILNATIONAL STANDARDS OR AS APPROVED BY THE ENFORCING AGENCY.

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.

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 320 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 STORAGEBATTERY, 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 SPACESINTENDED 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 ORHAVE 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) INEITHER 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 INCOLUMN "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 DEPLETINGSUBSTANCE 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 ORGANICGAS (ROG) MIXTURE" PER WEIGHT OF COMPOUND ADDED, EXPRESSED TO HUNDRETHS OF A GRAM (G O3/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 OZONEFORMED 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 FIREPLACES5.503.1 FIREPLACES. INSTALL ONLY A DIRECT-VENT SEALED-COMBUSTION GAS OR

SEALED WOOD-BURNING FIREPLACE, OR A SEALED WOODSTOVE OR PELLETSTOVE, 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 CONTROL5.504.1 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 MINIMUMEFFICIENCY REPORTING VALUE (MERV) OF 8, BASED ON ASHRAE 52.2-1999, OR AN AVERAGE EFFICIENCY OF 30% BASED ON ASHRAE 52.1-1992 REPLACEALL 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 ANDDURING STORAGE ON THE CONSTRUCTION SITE UNTIL FINAL STARTUP OF THEHEATING, 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.

SHEET

REFERENCE
SHEET

REFERENCE
SHEET

REFERENCE
SHEET

REFERENCE
SHEET

REFERENCE
NOT

APPLICABLE
SHEET
A2.1

SEPARATE
PERMIT
NOT

APPLICABLE NOT

APPLICABLE
SHEET
P1.1

CONTRACTOR
FORM

CAL GREEN

NON-RESIDENTIAL

MANDATORY MEASURES
APPROVED FOR BID USE ONLY CITY OF PASO ROBLESBUILDING DEPT. B26-0615 Attachment 3

T
E
N
A
P

O E A T S
NO

F CA I F O L
/
R
3 I N
H
E
L I
T
CEN S
c
R

N M D A

A L H I T C
I A
C T E
E
C 23402
E N
J R
/ 2
: 0 6
WA L
0 A B.
7 All designs and other information on these drawings are for use on this specific project and shall not be used otherwise without the expressed written permission of Omni Design Incorporated.

Written dimensions on these drawings shall take precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensionsand conditions on this job and this office shall be notified in writing of any variations from the dimensions or conditions shown in these drawings.

SHEET NUMBER:

PROJECT NUMBER: 2025-111DATE: MAY 5, 2026
SHEET TITLE:

Project:

CENTENNIAL PARK

PICNIC PAVILION

REPLACEMENT
DPW 25-33
Client:

CITY OF EL PASO

DE ROBLES
1000 SPRING STREET
PASO ROBLES | CALIFORNIA | 93446
No. Revision Date By

CONSTRUCTION

DOCUMENTS

FOR REVIEW
T2.2 CALIFORNIA GREEN BUILDING STANDARDS NON-RESIDENTIAL MANDATORY MEASURES 14 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 100SINGLE-PLY ROOF MEMBRANE ADHESIVES 250OTHER 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 250STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250

SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30
PLASTIC FOAMS 50POROUS 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 300ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450OTHER 420

SEALANT PRIMERS
ARCHITECTURAL NONPOROUS 250 POROUS 775
MODIFIED BITUMINOUS 500MARINE 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 - VOC CONTENT LIMITS FOR
ARCHITECTURAL COATINGS2,3

GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS

COATING CATEGORY CURRENT VOC LIMIT
FLAT COATINGS 50
NONFLAT COATINGS 100NONFLAT HIGH GLOSS COATINGS 150

SPECIALTY COATINGS
ALUMINUM ROOF COATINGS 400
BASEMENT SPECIALTY COATINGS 400BITUMINOUS ROOF COATINGS 50BITUMINOUS ROOF PRIMERS 350BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50DRY FOG COATINGS 150
FAUX FINISHING COATINGS 350FIRE RESISTIVE COATINGS 350FLOOR COATINGS 100FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS) 500
HIGH-TEMPERATURE COATINGS 420
INDUSTRIAL MAINTENANCE COATINGS 250
LOW SOLIDS COATINGS1 120
MAGNESITE CEMENT COATINGS 450MASTIC TEXTURE COATINGS 100METALLIC PIGMENTED COATINGS 500MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420PRIMERS, SEALERS, & UNDERCOATERS 100REACTIVE PENETRATING SEALERS 350RECYCLED COATINGS 250ROOF COATINGS 50RUST PREVENTATIVE COATINGS 250 SHELLACS:

CLEAR 730
OPAQUE 550SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100STAINS 250STONE CONSOLIDANTS 450SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250WOOD COATINGS 275WOOD 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 MILLIONPRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05HARDWOOD PLYWOOD COMPOSITE CORE 0.05PARTICLE 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).

5.504.4 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 ANDDO 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.

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 AT LEAST ONE OF THE TESTING AND PRODUCT REQUIREMENTS:

1. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM.

2. COMPLIANT WITH THE VOC-EMISSION LIMITS AND TESTING

REQUIREMENTS SPECIFIED IN 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 1.1, FEBRUARY 2010 (ALSO KNOWN AS CDPH STANDARD METHOD V1.1 OR SPECIFICATION 01350).

3. NSF/ANSI 140 AT THE GOLD LEVEL OR HIGHER;

4. SCIENTIFIC CERTIFICATIONS SYSTEMS SUSTAINABLE CHOICE; OR

5. COMPLIANT WITH THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS CALIFORNIA (2014 CA-CHPS) CRITERIA LISTED IN THE CHPS HIGH PERFORMANCE PRODUCT DATABASE.

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 MORESTRINGENT 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 CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM.

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 WOODPRODUCTS 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.). THOSEMATERIALS 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.

5.504.4.6 RESILIENT FLOORING SYSTEMS. FOR 80 PERCENT OF FLOOR AREA

RECEIVING RESILIENT FLOORING, INSTALLED RESILIENT FLOORING SHALL MEET AT LEAST ONE OF THE FOLLOWING:

1. CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOOR SCORE PROGRAM;

2. COMPLIANT WITH THE VOC-EMISSION LIMITS AND TESTING

REQUIREMENTS SPECIFIED IN THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S 2010 STANDARD METHOD FOR THE TESTING AND EVALUATION CHAMBERS, VERSION 1.1, FEBRUARY 2010;

3. COMPLIANT WITH THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS CALIFORNIA (2014 CA-CHPS) CRITERIA AND LISTED IN THE CHPS HIGH PERFORMANCE PRODUCT DATABASE; OR
4 PRODUCTS CERTIFIED UNDER UL GREENGUARD GOLD (FORMERLY THE GREENGUARD CHILDREN'S & SCHOOLS PROGRAM).

5.504.4.6.1 VERIFICATION OF COMPLIANCE. DOCUMENTATION SHALL BE PROVIDED VERIFYING THAT RESILIENT FLOORING MATERIALS MEET THE POLLUTANTEMISSION 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 SHALLBE 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 OUTDOORAREAS 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 THECALIFORNIA 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.

SECTION 5.505 INDOOR MOISTURE CONTROL5.505.1 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 QUALITY5.506.1 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).

SECTION 5.507 ENVIRONMENTAL COMFORT5.507.4 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 ONLYTO NEW CONSTRUCTION.

5.507.4.1 EXTERIOR NOISE TRANSMISSION, PRESCRIPTIVE METHOD. WALL AND

ROOF-CEILING ASSEMBLIES EXPOSED TO THE NOISE SOURCE MAKING UP THEBUILDING 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 READILYAVAILABLE. 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 ANHOURLY EQUIVALENT NOISE LEVEL (LEQ-1HR) OF 50 DBA IN OCCUPIED AREASDURING 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 BYPERSONNEL 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.

5.508.2 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 ANDOIL.

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'SRECOMMENDATIONS.

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 BECOATED 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 TESTINGAND 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 QUALIFICATIONS702.1 INSTALLER TRAINING. HVAC SYSTEM INSTALLERS SHALL BE TRAINED

AND CERTIFIED IN THE PROPER INSTALLATION OF HVAC SYSTEMS INCLUDING DUCTSAND 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 CONTRACTORLICENSED 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 INCALIFORNIA 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 CERTIFICATIONFROM A RECOGNIZED STATE, NATIONAL OR INTERNATIONAL ASSOCIATION, ASDETERMINED 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.

SHEET

REFERENCE
SHEET

REFERENCE
SHEET

REFERENCE
SHEET

REFERENCE
SHEET

REFERENCE

CAL GREEN

NON-RESIDENTIAL

MANDATORY MEASURES
APPROVED FOR BID USE ONLY CITY OF PASO ROBLESBUILDING DEPT. B26-0615 Attachment 3

C1.0
APPROVED FOR BID USE ONLY CITY OF PASO ROBLESBUILDING DEPT. B26-0615 Attachment 3

4'-0" 6'-0"
3'-0" MIN. CLR.
6'-0"
4'-0"
4'-3" 3'-9" MIN. CLR. 3'-0"
123
34 456

A B BC C D E
8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 12'-0"
12'-0" 8'-0" 8'-0" 12'-0" 5'-0"
45'-0"
12'-0" 16'-0" 17'-0"
8'-0" 16'-0" 8'-0"
54'-0"
12'-0" 28'-0" 12'-0"
8'-0" 16'-0"
8'-0"
2'-0"
1 13
2 13
12 12
12 3
6 4
7 8
11 8
5 7
8 6
5 7
5 5
11 88
4 4
8 11
8 6
8 10 9
4 6
7 12
17'-0" 18'-0" 5'-0" 14'-0"
VERIFY
8'-2"
VERIFY
2'-0"
45°
17'-10"
13 13
13 13
T
E
N
A P
O E
A T
S
NO
F CA I F O L/ R 3
I
N
H
E
L
I T CEN S c R N M D A A L H I T C
I
A
C T E
E
C 23402
E N
J
R
/ 2
: 0 6 WA L 0
A B.
7 All designs and other information on these drawings are for use on this specific project and shall not be used otherwise without the expressed written permission of Omni Design Incorporated.

Written dimensions on these drawings shall take precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensionsand conditions on this job and this office shall be notified in writing of any variations from the dimensions or conditions shown in these drawings.

SHEET NUMBER:

PROJECT NUMBER: 2025-111DATE: MAY 5, 2026
SHEET TITLE:

Project:

CENTENNIAL PARK

PICNIC PAVILION

REPLACEMENT
DPW 25-33
Client:

CITY OF EL PASO

DE ROBLES
1000 SPRING STREET
PASO ROBLES | CALIFORNIA | 93446
No. Revision Date By

CONSTRUCTION

DOCUMENTS

FOR REVIEW

SITE PLAN/FLOOR PLAN
SCALE: 1/4" = 1'-0" A1.0 SITE PLAN/FLOOR PLAN NORTH REFERENCE NOTES 14 EXISTING CONCRETE WALKWAYEXISTING A/C PAVED WALKWAYLINE OF NEW PAVING, MATCH EXISTING WALKWAY ELEVATIONNEW CONCRETE PAVING, MATCH EXISTING WALKWAY FINISH. MAXIMUM SLOPE AND CROSS-SLOPE 2%

EXISTING TRELLIS COLUMN TO BE REMOVEDLINE OF EXISTING CONCRETE PAVING TO BE REMOVEDPICNIC TABLE, TYPICAL

TENSION-SAIL SHADE STRUCTURE COLUMN, SEE MANUFACTURER'S DRAWINGS CAST-IN-PLACE CONCRETE PREP TABLE, AS DETAILED 12/A2.0CAST-IN-PLACE CONCRETE "SANTA MARIA STYLE" BBQ WITH METAL COVER, AS DETAILED 11/A2.0

TENSION-SAIL SHADE STRUCTURE, SEE MANUFACTURER'S DRAWINGS

EXISTING TREEEXISTING LAWN
123456789
10111213
APPROVED FOR BID USE ONLY CITY OF PASO ROBLESBUILDING DEPT. B26-0615 Attachment
3

NO

PARKING
EVS
5'-3"
1 4'-0" 3'-7"
2 6
4 5
3 7
8 (E) RESTROOMS
PROJECT AREA. NEW SHADE STRUCTURE
AND PICNIC TABLES. SEE 24/A1.0
(E) ACCESSIBLE PARKING
11'-0"
5'-0" 9'-0"
20'-0"
9 9
9 3'-0"
TYP.
3'-8"
80" MINIMUM AT POLE MOUNT
60" MINIMUM AT WALL MOUNT
BLUE BACKGROUND (NO. 15090 INFEDERAL STANDARD 595B)

INTERNATIONAL ACCESSIBILITY

SYMBOL (WHITE COLOR)
1/2" RADIUS, TYPICAL ALL SIGNS

FINISHED SURFACE
SPACES COMPLYING WITH CBCSECTION 11B-502 SHALL HAVE A "VANACCESSIBLE" , WHERE APPLICABLESIGN SHALL BE 70" SQUARE MINIMUMAN ADDITIONAL SIGN OR ADDITION

LANGUAGE BELOW THE SYMBOL OF
ACCESSIBILITY SHALL STATE "MINIMUM
FINE $250.00"







GALVANIZED METAL POST CAP
SCALE: 1" = 1'-0"

ACCESSIBLE PARKING SIGNAGE
T
E
N
A P
O E
A T
S
NO
F CA I F O L/ R 3
I
N
H
E
L
I T CEN S c R N M D A A L H I T C
I
A
C T E
E
C 23402
E N
J
R
/ 2
: 0 6 WA L 0
A B.
7 All designs and other information on these drawings are for use on this specific project and shall not be used otherwise without the expressed written permission of Omni Design Incorporated.Written dimensions on these drawings shall take precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensionsand conditions on this job and this office shall be notified in writing of any variations from the dimensions or conditions shown in these drawings.

SHEET NUMBER:

PROJECT NUMBER: 2025-111DATE: JULY 13, 2026
SHEET TITLE:

Project:

CENTENNIAL PARK

PICNIC PAVILION

REPLACEMENT
DPW 25-33
Client:

CITY OF EL PASO

DE ROBLES
1000 SPRING STREET
PASO ROBLES | CALIFORNIA | 93446
No. Revision Date By

CONSTRUCTION

DOCUMENTS

FOR REVIEW

SITE ACCESSIBILITY PLAN
SCALE: 1/8" = 1'-0" A1.1 SITE ACCESSIBILITY PLAN NORTH REFERENCE NOTES 14 VERIFY (E) ACCESSIBLE PARKING REQUIREMENT: CAST IN PLACE TRUNCATED DOME TILES OR RECESSED MAT (DETECTABLE WARNING SURFACE).

VERIFY (E) ACCESSIBLE PARKING REQUIREMENT: POST MOUNTED ACCESSIBLE PARKING SIGNAGE. THE VAN ACCESSIBLE SPACE INCLUDES SECOND SIGN 'VAN ACCESSIBLE' PER DETAIL 11 ON THIS SHEET.

VERIFY (E) ACCESSIBLE PARKING REQUIREMENT: PAINT 12" HIGH 'NO PARKING' PAINTED WITH WHITE LETTERING PER 11B-502.3.3
VERIFY (E) ACCESSIBLE PARKING REQUIREMENTS: PAINT I.S.A. (INTERNATIONAL SYMBOL OFACCESSIBILITY) MIN. 36" X 36" IDENTIFICATION SYMBOL PAINTED WITH WHITE ON BLUE BACKGROUND PER CBC 11B-502.6.4.1. ITS CENTERLINE SHALL BE A MAXIMUM OF 6" FROM THE

CENTERLINE OF THE PARKING SPACE, AND SIDES PARALLEL TO THE LENGTH OF THE PARKING SPACE.

VERIFY (E) ACCESSIBLE PARKING REQUIREMENT: PAINT 4" WIDE ACCESS AISLE PARKING STRIPES PAINTED WHITE AT 3'-0" MAXIMUM PER CBC 11B-208.1 AND 11B-502.3.3.

VERIFY (E) ACCESSIBLE PARKING REQUIREMENT: PAINT 4" WIDE BLUE (FEDERAL STANDARD #15090) PARKING STRIPING.

INSTALL PICNIC TABLE AND BENCHES WITH ACCESSIBLE END SEATING.

ACCESSIBLE PATH OF TRAVEL:

ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN IS A BARRIER-FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/2" IF BEVELED AT 1:2 MAX SLOPE, OR VERTICAL LEVEL CHANGES NOT EXCEEDING 1/4" MAX, AND AT LEAST 48" IN WIDTH. SURFACE IS STABLE, FIRM, AND SLIP RESISTANT. CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5%, UNLESS OTHERWISE INDICATED. ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MIN, PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80". CONTRACTOR SHALL VERIFY THAT THERE ARE NO BARRIERS IN THE PATH OF TRAVEL.

GATES IN THE PATH OF TRAVEL SHALL COMPLY WITH THE REQUIREMENTS OF THE 2025 CBC. 87654321
11 9 EXISTING CONCRETE WALKWAY.

APPROVED FOR BID USE ONLY CITY OF PASO ROBLESBUILDING DEPT. B26-0615 Attachment
3

7'-6"
2 TIERED ROOF STRUCTURE PER SHOP

DRAWINGS

CONCRETE FOOTING, VERIFY DEPTHWITH STRUCTURAL PLANS AND SOILS REPORT

COMPACTED SUBGRADE AS PER

SOILS REPORT

LOCKABLE WINCH WHEEL WITHPROTECTIVE COVER

STEEL FREE FORM ROUND ROD

GRATES PER SHOP DRAWINGS
6" CAST IN PLACE CONCRETE WALL

FIRE RETARDANT BRICK
(E) CONCRETE SLAB
2'-10" 3'-0"
6'-0" 4'-0"

SIDE ELEVATION END ELEVATION
2'-10"

CONCRETE FOOTING, VERIFY DEPTH

WITH STRUCTURAL PLANS AND SOILS
REPORT

COMPACTED SUBGRADE AS PER

SOILS REPORT
4" CAST IN PLACE CONCRETE,

SEE STRUCTURAL PLANS
6" CAST IN PLACE CONCRETE WALL
(E) CONCRETE SLAB
4"
6'-0" 4'-0"

SIDE ELEVATION END ELEVATION
2'-10"
2'-10"
6"
T
E
N
A P
O E
A T
S
NO
F CA I F O L/ R 3
I
N
H
E
L
I T CEN S c R N M D A A L H I T C
I
A
C T E
E
C 23402
E N
J
R
/ 2
: 0 6 WA L 0
A B.
7 All designs and other information on these drawings are for use on this specific project and shall not be used otherwise without the expressed written permission of Omni Design Incorporated.

Written dimensions on these drawings shall take precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensionsand conditions on this job and this office shall be notified in writing of any variations from the dimensions or conditions shown in these drawings.

SHEET NUMBER:

PROJECT NUMBER: 2025-111DATE: MAY 5, 2026
SHEET TITLE:

Project:

CENTENNIAL PARK

PICNIC PAVILION

REPLACEMENT
DPW 25-33
Client:

CITY OF EL PASO

DE ROBLES
1000 SPRING STREET
PASO ROBLES | CALIFORNIA | 93446
No. Revision Date By

CONSTRUCTION

DOCUMENTS

FOR REVIEW

ARCHITECTURAL DETAILS
A2.0
11 SCALE: 1/2" = 1'-0" BBQ ISLAND DETAIL AND ELEVATIONS12 SCALE: 1/2" = 1'-0" PREP TABLE DETAIL AND ELEVATIONS APPROVED FOR BID USE ONLY CITY OF PASO ROBLESBUILDING DEPT. B26-0615 Attachment
3

SWITCH.

ALL CONDUIT RUNS SHALL CONTAIN A CODE SIZED GREEN GROUND WIRE.PROVISIONS SPECIFIED OR SHOWN ON DRAWINGS.GROUNDING AND BONDING SHALL BE PER CODE PLUS ANY ADDITIONALCHECK ARCHITECTURAL PLANS FOR DOOR SWINGS BEFORE INSTALLINGSWITCH OUTLETS.COMPLETE WITH HARDWARE AND BUSSING FOR FUTURE BREAKER ORALL SPACES AS INDICATED ON PANELS OR SWITCHBOARDS SHALL BEFURNISH DISCONNECT SWITCHES AT REMOTE MOTORS.AND EQUIPMENT FOR THIS WORK UNLESS OTHERWISE NOTED.CONTRACTOR SHALL FURNISH, INSTALL AND CONNECT ALL MATERIALSHALL BE LISTED BY A RECOGNIZED TEST LAB AND BEAR THAT LABELALL ELECTRICAL EQUIPMENT, APPLIANCES AND LIGHTING FIXTURESSHALL BE DETERMINED IN THE FIELD TO SUIT FIELD CONDITIONS.CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY. EXACT LOCATIONSORDINANCES. WHERE PLANS CALL FOR A HIGHER STANDARD THAN APPLICABLE2025 CALIFORNIA ELECTRICAL CODE AND ALL APPLICABLE LOCALTHE ELECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THEVISIT JOB SITE AND VERIFY EXISTING CONDITIONS PRIOR TO BID.

GENERAL NOTES
OF APPROVAL.

CODES, THE PLANS SHALL GOVERN.THESE PLANS ARE NOT COMPLETE UNTIL APPROVED BY THE AUTHORITYHAVING JURISDICTION.ALL FEEDER CONDUCTORS SHALL BE IN CONDUIT. BRANCH CIRCUITSALL CONDUCTORS SHALL BE COPPER WITH TYPE THHN/THWN INSULATION.MAY BE NON-METALLIC SHEATHED CABLE.

1.2.3.4.5.6.7,8.9.10.11.12.13.

CLOCK OUTLET +7'-6" U.N.O.MAIN LUGS ONLYNIGHT LIGHTHEATING AND AIR CONDITIONING RATED CIRCUIT BREAKERSMOKE DETECTOR, INTERCONNECTED W/ BATTERY BACK-UPABOVE FINISHED FLOORCOLD WATER PIPEUNDERGROUND

PUSHBUTTON

DISCONNECT SWITCH, NON-FUSEDDISCONNECT SWITCH FUSED HORSEPOWER RATED OR SIZED AS

COMBINATION MAGNETIC STARTER WITH DISCONNECT SWITCH ANDMAGNETIC MOTOR STARTER W/OVERLOADS IN EACH PHASE DIMMER W/INTEGRAL "ON-OFF" SW.

EXISTING SWITCH

MOTION SENSOR

THREE WAY SWITCH

CONDUIT ONLYWEATHERPROOFNOT IN CONTRACTSURFACE MOUNT
TELEPHONE/COMPUTER/DATA OUTLET, TWO GANG BOX W/1 GANG
COVERPLATE & GROMMETED OPENING +18" U.N.O.CABLE TV OUTLET +18" U.N.O.SINGLE POLE SWITCH

DOUBLE POLE SWITCH
SWITCH W/PILOT LT.MANUAL MOTOR STARTERGROUND FAULT CIRCUIT INTERRUPTINGLABOR SAVING TANDEM

FURNISHED BY OTHERS, INSTALL & CONNECT

UNLESS NOTED OTHERWISENATIONAL ELECTRICAL CODE
NOTE: NOT ALL SYMBOLS SHOWN ARE USED ON THIS PROJECT.

FIRE ALARM CONTROL PANEL
U.N.O.

S/M
HACR
N.L.

AFFCWP
U/G
N.I.C.

N.E.C.
(RL)
(R)(N)(E)
NEW

REMOVERELOCATE

EXISTING
FACP
MLOGFI
C.O.

LST
W.P.

F.B.O.
w/ WITH
S3SMSPS2S
M
TVSD

PC PHOTOCELL
D
F
FUSES
NOTED

QUIET TOGGLE TYPE RATED AT
20A, 120/277V A.C. +42" U.N.O.

CEILING RECEPTACLE

FLUSH FLOOR RECEPTACLE
LOW LEVEL EXIT SIGN, +6" AFF, +4" FROM DOOR JAMBGROUND CONNECTION

SPECIAL RECEPTACLE - SEE PLAN
CONDUIT EXISTINGCONDUIT TURNED UPCEILING MOUNT.

SYMBOLS
CONDUIT CONCEALED IN WALL OR CEILINGCONDUIT CONCEALED UNDER FLOOR OR BELOW GRADECONDUIT STUBBED OUT AND CAPPEDCONDUIT TURNED DOWNHATCH MARKS INDICATE NO. OF #12 WIRES IN CODE SIZEDCONDUIT (3) MAX. IN 1/2" C., (5) MAX. IN 3/4" C., (8) MAX. IN 1"C., NO MARKS = 2#12
HOME RUN: LETTER INDICATES PANEL, NUMBER(S) INDICATES

DISTRIBUTION SWITCHBOARD OR PANEL

PANEL, BRANCH CIRCUIT TYPE, SURFACE AND FLUSH

SIGNAL TERMINAL CABINET, SURFACE & FLUSH

LINEAR SURFACE FIXTURE
OUTLET DATA: BAR INDICATES WALL MOUNT, LETTER INDICATESSWITCH CONTROL, NO. INDICATES CIRCUIT.SURFACE FIXTURE ON FLUSH OUTLET.

RECESSED FIXTURE WITH JUNCTION BOX FOR THRU WIRINGEXIT LIGHT WITH ARROWS AS SHOWN ON PLANS, WALL AND LIGHT FIXTURE DESIGNATION, LETTER INDICATES TYPE, NO. INDICATES WATTAGE. SEE FIXTURE SCHEDULE.MECHANICAL EQUIPMENT DESIGNATION. SEE MECHANICAL DRAWINGS.

RECEPTACLE, DUPLEX, 15A, 125V, NEMA 5-15R +18" U.N.O.DUPLEX RECEPTACLE MTD. ABOVE BACKSPLASHDUPLEX RECEPTACLE W/LOWER HALF SWITCHED

GROUND FAULT CIRCUIT INTERRUPTING RECEPTACLE
DOUBLE DUPLEX RECEPTACLERECEPTACLE, DUPLEX, 20A, 125V, NEMA 5-20R +18" U.N.O.

JUNCTION BOX 4" SQUARE, 1-1/2" DEEP U.N.O.

THERMOSTAT F.B.O. +48"
MOTOR, NO. INDICATES HORSEPOWER
T
2 J
GFI

M METER
FC
1 A
100
a2
A-3
CIRCUIT(S).SAWCUT
S

SC COMBINATION SMOKE AND CO DETECTOR, INTERCONNECTED

W/ BATTERY BACK-UP

NORTH ELECTRICAL PLAN
SCALE: 1/4" = 1'-0"
WP
GFI
(6) COLUMN MOUNT
20 X CONNECT TO A DIGITAL
(E) 3/4"C.W/ 4#12 (LIGHTS),2#10 (RECEPS), 1#10 GND
CHRISTY #N9-ELEC

FLUSH PULLBOX, UNO

FINISHED GRADE

COVERING BOTTOMMETAL LATHEGRAVEL
3"

OPEN BOTTOM
3"
H/20 LOADING CENTER1/2" GALVINIZED STEELCHECKER PLATE
3"
3"
10"X15"

A FLUSH PULLBOX DETAIL
All designs and other information on these drawings are for use on this specific project and shall not be used otherwise without the expressed written permission of Omni Design Incorporated.Written dimensions on these drawings shall take precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on this job and this office shall be notified in writing of any variations from the dimensions or conditions shown in these drawings.

SHEET NUMBER:

PROJECT NUMBER: 2025-111DATE: 2026.05.04
SHEET TITLE:

No. Revision Date By
PROJECT:

CLIENT:

CITY OF EL PASO

DE ROBLES



DPW 25-33
1000 SPRING STREET
PASO ROBLES | CALIFORNIA |93446
25618
E1.0

GENERAL NOTESSYMBOLSELECTRICALPLAN

GFCI / WP COVER
@ 18"AFG, TYPICAL
(N) FLUSH PULLBOX; CHRISTY N09-ELECINTERCEPT (E) 3/4"C. TO (E) PANEL "RR" (N) FLUSH PULLBOX
CHRISTY: N09-ELEC

ASTROCLOCK

B WITH ELECTRIC BOXES

CANOPY SUPPORT
12" 18" 4"x4" J-BOX PROVIDE3D W/ POLE STRUCTURE. INSTALL FIXTURE TYPE "X" PER PLAN 4"x4" J-BOX PROVIDE3D W/ POLE STRUCTURE. INSTALL GFCI / RECEP WHILE IN USE COVER.

FINISH GRADE
@ 96" AFF, TYPICAL
66"

LIGHTING CONTROL NOTES

PROVIDE SWITCH CONTROL FOR CANOPY LIGHTSPROVIDE ASTROTIME CONTROL FOR SECURITY LIGHTSLOCATE CONTROLS AT RESTOOM BUILDING @ 12FT (N) 1"C.W/ 4#12 (LIGHTS), 1#10GND
20 Z
APPROVED FOR BID USE ONLY CITY OF PASO ROBLESBUILDING DEPT. B26-0615 Attachment
3

NOT USED

NOT USED

NOT USED

NOT USEDNOT USED

NOT USED NOT USED
Consultants:Client:

Project:

S0.1
Revisions:

STRUCTURAL
NOTES
COPYRIGHT 2026
Reproduction or reuse of this work and
drawings for other than the original
project is prohibited without express
permission and written consent of
MKSE, Michel Kalin.

Structural Engineering
MKSEMICHEL KALIN, SEP.O. BOX 486MORRO BAY, CA 93443PH. 805.540.8494EMAIL: [email protected]

OMNI DESIGN, INC
285 South Street Suite P
San Luis Obispo, CA 93401

CENTENNIAL PARK

PICNIC PAVILIONREPLACEMENT
600 Nickerson Drive
Paso Robles, CA 93446MKSE JOB #25360.00
Date: 5/14/26Drawn By: CRHRevisions:

True Image Drafting
Email: [email protected]

PRELIMINARY NOT FOR CONSTRUCTION
APPROVED FOR BID USE ONLY CITY OF PASO ROBLESBUILDING DEPT. B26-0615 Attachment
3

CONSTRUCTION JOINT

CONTROL JOINT
A
B

CONCRETE SLAB

JOINT PLAN

CONST JOINT AT FOOTING/SLABCONST JOINT AT FOOTING/WALL

SECTION X-X
XX

WALL END OR OPENING

WALL END OR OPENING, SINGLE
CORNER
CORNER

INTERSECTION

INTERSECTION
ALT. CORNERALT. CORNER

LAP SCHEDULE FOR CONCRETE

SCHEDULESCHEDULE

STIRRUPS & TIES

COLUMN TIE

BEAM TIE

HOOKS & BENDS

OFFSET & SPLICES
32 7 19
13 1014 11
12 NOT USED

TABLE DETAIL
Consultants:Client:

Project:Revisions:

TYPICAL

CONCRETE

DETAILS
S1.1

BBQ WALL DETAIL CONSTRUCTION JOINT DETAILS

TYPICAL SLAB EDGE DETAIL

COLUMN BLOCKOUT DETAIL

SLAB ON GRADE/JOINT LAYOUT

TYPICAL WALL, BEAM & FOOTING INTERSECTION REINFORCING

PIPE & TRENCH

REBAR LAP SPLICES, BAR BENDS, & PLACEMENT
COPYRIGHT 2026
Reproduction or reuse of this work and
drawings for other than the original
project is prohibited without express
permission and written consent of
MKSE, Michel Kalin.

Structural Engineering
MKSEMICHEL KALIN, SEP.O. BOX 486MORRO BAY, CA 93443PH. 805.540.8494EMAIL: [email protected]

OMNI DESIGN, INC
285 South Street Suite P
San Luis Obispo, CA 93401

CENTENNIAL PARK

PICNIC PAVILIONREPLACEMENT
600 Nickerson Drive
Paso Robles, CA 93446MKSE JOB #25360.00
Date: 5/14/26Drawn By: CRHRevisions:

True Image Drafting
Email: [email protected]

PRELIMINARY NOT FOR CONSTRUCTION
APPROVED FOR BID USE ONLY CITY OF PASO ROBLESBUILDING DEPT. B26-0615 Attachment
3

7 S1.1
13 S1.1
1 TYP
3 TYP
2 A B BC C D E
3 34
4 5
6 1
2 Consultants:Client:

Project:

S2.1
Revisions:

SITE SLAB
PLAN
SCALE: 1/4" = 1'-0"SITE SLAB AND FOUNDATION PLAN
LEGEND
= DETAIL TAG= STEEL COLUMNS PER SHADE
STRUCTURE PLANS - SEE 9/S1.1 FORTYPICAL SLAB DETAIL AT BASE OFCOLUMN XXXX
PLAN NOTES:
* SEE ARCH DRAWINGS FOR DIMENSIONS* DETAILS REFERENCED SHALL APPLY AT ALL OTHER

SIMILAR LOCATIONS
* SEE S1.1 FOR TYPICAL SLAB AND FOUNDATION DETAILS* ALL SITE WORK SHALL BE PLACED ON 12" MINIMUM

IMPORTED NON-EXPANSIVE COMPACTED FILL
= 12"W THICKENED SLAB EDGE w/ #4
TOP & BOTTOM CONT., TYP, SEE 11/S1.1
COPYRIGHT 2026
Reproduction or reuse of this work and
drawings for other than the original
project is prohibited without express
permission and written consent of
MKSE, Michel Kalin.

Structural Engineering
MKSEMICHEL KALIN, SEP.O. BOX 486MORRO BAY, CA 93443PH. 805.540.8494EMAIL: [email protected]

OMNI DESIGN, INC
285 South Street Suite P
San Luis Obispo, CA 93401

CENTENNIAL PARK

PICNIC PAVILIONREPLACEMENT
600 Nickerson Drive
Paso Robles, CA 93446MKSE JOB #25360.00
Date: 5/14/26Drawn By: CRHRevisions:

True Image Drafting
Email: [email protected]

PRELIMINARY NOT FOR CONSTRUCTION
STRUCTURAL KEY NOTES:

1. 4" SLAB-ON-GRADE, SEE 1/S1.1 FOR DETAILS AND

REINFORCING

2. BLOCKOUT AT COLUMN/FOUNDATION, SEE 9/S1.1

3. SLAB CONTROL/CONSTRUCTION JOINT, SEE 1/S1.1
= SHADE STRUCTURE COLUMN AND

FOUNDATION, SEE SHADE STRUCTURE

DRAWINGS
APPROVED FOR BID USE ONLY CITY OF PASO ROBLES BUILDING DEPT. B26-0615 Attachment
3

This drawing is provided for conceptual and illustrative purposes only. It represents a general architectural intent and shall not be used for fabrication, permitting, or construction. © 2025, Landscape Structures Inc.All Rights Reserved LSI, presale conceptual template arch "D" 5/25

S KYWAYS
By Landscape Structures
8131 Forney Rd.

Dallas TX, 75227
1888-438-6574
playlsi.com

ELECTRICALPROVISIONS

LIGHTINGDIRECTIONS
APPROVED FOR BID USE ONLY CITY OF PASO ROBLES BUILDING DEPT. B26-0615 Attachment
3

BASIS OF DESIGN AND STRUCTURAL CALCULATIONS

FOR

CENTENNIAL PARK - PICNIC PAVILION REPLACEMENT
600 NICKERSON DRIVE

PASO ROBLES, CA
MKSE # 25360.00
MAY 15, 2026

PRELIMINARY

NOT FOR CONSTRUCTION

APPROVED FOR
B26-0615
BUILDING DEPT.

CITY OF PASO ROBLES

BID USE ONLY
Attachment 3

MKSE# 25360.00 CENTENNIAL PARK PICNIC PAVILION May 15, 2026 1 TABLE OF CONTENTS

1. Project Description and Summary ......................................................... 2

2. Governing Codes and Standards ............................................................ 2

2.1 Governing Codes ........................................................................................ 2

2.2 Referenced Standards .............................................................................. 2

2.3 Referenced Documents ............................................................................ 2

3. Analysis and Design Procedures............................................................. 2

3.1 Gravity Framing System .......................................................................... 2

3.1.1 General ............................................................................................... 2

3.1.2 Dead Loads ....................................................................................... 2

3.1.3 Live Loads ......................................................................................... 2

3.1.4 Basic Gravity Load Combinations ............................................ 3

3.2 Seismic Design Criteria ............................................................................ 3

4. Structural Material Properties ................................................................. 3

5. Calculations – Lateral Loads .................................................................... 4

6. Calculations – Prep Table .......................................................................... 5

APPROVED FOR
B26-0615
BUILDING DEPT.

CITY OF PASO ROBLES

BID USE ONLY
Attachment 3

MKSE# 25360.00 CENTENNIAL PARK PICNIC PAVILION May 15, 2026 2 1. Project Description and Summary
The Centennial Park Picnic Pavilion Replacement includes a new concrete patio area with BBQ and prep stations. Also included is a fabric shade cover with steel supports to be provided by

others.

2. 2.1
Governing Codes and Standards
2025CBC as adopted by th
Governing Codes
e City of Paso Robles

2.2 Referenced Standards
ACI318-19
ASCE7-22

2.3 None
Referenced Documents

3. 3.1
Analysis and Design Procedures
Gravity Framing System

3.1.1 General
The prep area table is reinforced concrete

3.1.2 Dead Loads
Unit weights are based upon estimates of typical weights for framing and finish materials proposed for use in the project.

3.1.3 Live Loads

concurrent)
Type 4 – Assembly = 100psf (with a 300lb point load, nonAs required by Code Table 1607.1, reduced when permissible:

APPROVED FOR
B26-0615
BUILDING DEPT.

CITY OF PASO ROBLES

BID USE ONLY
Attachment 3

MKSE# 25360.00 CENTENNIAL PARK PICNIC PAVILION May 15, 2026 3 3.1.4 Basic Gravity Load Combinations

1.2D+L+1.6Lr

1.2D +1.6L+0.5Lr

1.4D
Strength Design –

3.2 Seismic Design Criteria
S
elements:

Following provisions of Chapter 12 ASCE7-22 for system and DS = 1.09 (per USGS)
SD1 = N/A (per USGS)
Seismic Design Category = D
Site Class = D

4. Structural Material Properties
Anchor Bolts – ASTM F1554-36
Reinforcement – ASTM A615 Gr.60
Aggregate (hard rock 1” max.) - ASTM C33
Cement - Type II ASTM C150
Concrete Strength f’c = 2500psi
Concrete and Reinforcement

APPROVED FOR
B26-0615
BUILDING DEPT.

CITY OF PASO ROBLES

BID USE ONLY
Attachment 3

MKSE# 25360.00 CENTENNIAL PARK PICNIC PAVILION May 15, 2026 4 5. Calculations – Lateral Loads

APPROVED FOR
B26-0615
BUILDING DEPT.

CITY OF PASO ROBLES

BID USE ONLY
Attachment 3

TABLE 1: GENERAL PROCEDURE SEISMIC
PARAMETERS (2025 CBC/ASCE 7-22)
Occupancy (Risk) Category
Seismic Design Category D
II
Site Class Default
Mapped and Code Based Ground Motion
Short Period Spectral Response, Ss 1.31 g
1 second mapped Spectral Response, S1 0.42 g
Design Earthquake Ground Motion
Short Period Spectral Response, SDS 1.09 g
1 second Spectral Response, SD1 0.71 g
Peak Ground Acceleration (PGAM) 0.60 g
MCER Spectral Response Acceleration
Short Period Spectral Response, SMS 1.63 g
1 Second Period Spectral Response, SM1 1.06 g
Design Response Spectrum Transition Periods (Seconds)
T0 = 20% of SD1/SDS 0.13
TS = SD1/SDS 0.652
TL = Mapped Long Period Transition 12

APPROVED FOR
B26-0615
BUILDING DEPT.

CITY OF PASO ROBLES

BID USE ONLY
Attachment 3

MKSE# 25360.00 CENTENNIAL PARK PICNIC PAVILION May 15, 2026 5 6. Calculations – Prep Table

APPROVED FOR
B26-0615
BUILDING DEPT.

CITY OF PASO ROBLES

BID USE ONLY
Attachment 3

Section Page 6.01

APPROVED FOR
B26-0615
BUILDING DEPT.

CITY OF PASO ROBLES

BID USE ONLY
Attachment 3

LIC# : KW-06016204, Build:20.26.07.01
Concrete Beam
MKSE (c) ENERCALC, LLC 1982-2026
DESCRIPTION: Prep Table (Uniform)
Project File: 25360.00 Centennial Park.ec6
Project Title: Centennia Park
Pro
Engineer:
ject ID: 25360.00
Project Descr: BBQ Area
Load Combination Set : ASCE 7-22 / IBC 2024
Referenced Design Standard(s) : ACI 318-19
Governing Code : IBC 2024
Code References
Rho (or Omega) = 2.50, Sds = 1.090
General Information

2.50 145.0
Elastic Modulus 2,850.0 ksi
1 60.0
29,000.0

40.0 29,000.0
3 =

1.0 = 0.90

0.750
f'c ksi
fy - Main Rebar
Density
1/2 Ȝ
=
fr =7.5 * * f'c 375.0
pcf
E - Main Rebar ksi
psi
= 1.0 Ȝ LtWt Factor
Fy - Stirrups ksi
= =
=
E - Stirrups ksi
12 in
4 in
ȕ 0.850
= =
=
Shear :

Stirrup Bar Size #
Number of Resisting Legs Per Stirrup
ij : Phi Values Flexure :

Seismic Design Category =
ȥ
A
1 2
12" w x 4" h

6.0 ft
L(0.10)
Cross Section & Reinforcing Details
Rectangular Section, Width = 12.0 in, Height = 4.0 in
Span #1 Reinforcing....
1-#3 at 1.50 in from Bottom, from 0.0 to 6.0 ft in this span Beam self weight calculated and added to loads
Load for Span Number 1
Uniform Load : L = 0.10 k/ft, Tributary Width = 1.0 ft
Design OK DESIGN SUMMARY
Maximum Bending Stress Ratio = 0.836 : 1
Span # where maximum occurs Span # 1
Location of maximum on span 3.005 ft
ij Mn : Allowable 1.173 k-ft
Typical Section Section used for this span
Mu : Applied 0.9810 k-ft
Maximum Deflection
0 <360.0
3034
Ratio = 0 <180.0
Max Downward Transient Deflection 0.016 in 4505 Ratio = >=360.0 Max Upward Transient Deflection 0.000 in Ratio =
Max Downward Total Deflection 0.024 in Ratio = >=180.0
Max Upward Total Deflection 0.000 in
Span: 1 : +D+L
Span: 1 : L Only
Design Limits
Tensile Strain >= Min Strain Limit

0.01922 0.00507 in / in in / in
As Provided >= As,min

0.110 0.104 in^2 in^2 >=
>=
OK
OK
(Section 9.6.1.2)
(Section 9.3.3.1)
Load Combination Support 1 Support 2
Maximum Vertical Reactions Support notation : Far left is #1 D Only
Max Upward from Load Cases 0.300 0.300
Max Upward from Load Combinations 0.445 0.445
Max Upward from all Load Cases & Combinations 0.445 0.445

0.145 0.145
Section Page 6.02

APPROVED FOR
B26-0615
BUILDING DEPT.

CITY OF PASO ROBLES

BID USE ONLY
Attachment 3

LIC# : KW-06016204, Build:20.26.07.01
Concrete Beam
MKSE (c) ENERCALC, LLC 1982-2026
DESCRIPTION: Prep Table (Uniform)
Project File: 25360.00 Centennial Park.ec6
Project Title: Centennia Park
Pro
Engineer:
ject ID: 25360.00
Project Descr: BBQ Area
Load Combination Support 1 Support 2
Maximum Vertical Reactions Support notation : Far left is #1 L Only
+0.60D 0.087 0.087
+D+0.750L 0.370 0.370
+D+L 0.445 0.445

0.300 0.300
Load Combination Support 1 Support 2
Vertical Reactions for Load Cases Support notation : Far left is #1 L Only
D Only 0.145 0.145
Max Upward from Load Cases 0.300 0.300

0.300 0.300
Load Combination Support 1 Support 2
Vertical Reactions for Load Combinations Support notation : Far left is #1 +0.60D
+D+0.750L 0.370 0.370
+D+L 0.445 0.445
Max Upward from Load Combinations 0.445 0.445

0.087 0.087
Support D Lr L S W E H
Extreme Reactions Values in KIPS
Support #2 0.145 0.300
Support #1 0.145 0.300
Shear Stirrup Requirements
Entire Beam Span Length : Stirrups are not required.

Load Combination
Detailed Shear Information
Vu Span Distance 'd' Vu /
Provision
Vc Eqn φ Vc Spacing
(ft) (k) (in) (T22.5.5.1) Req'd (in) Number φ Vn
Spacing
(k) (k)
φ Vs φ
(k)
Vn
Req'd?
Av, min
+1.20D+1.60L 1 0.00 2.50 0.65 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.471 No +1.20D+1.60L 1 0.07 2.50 0.64 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.461 No +1.20D+1.60L 1 0.13 2.50 0.63 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.451 No +1.20D+1.60L 1 0.20 2.50 0.61 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.440 No +1.20D+1.60L 1 0.26 2.50 0.60 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.430 No +1.20D+1.60L 1 0.33 2.50 0.58 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.420 No +1.20D+1.60L 1 0.39 2.50 0.57 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.409 No +1.20D+1.60L 1 0.46 2.50 0.55 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.399 No +1.20D+1.60L 1 0.52 2.50 0.54 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.389 No +1.20D+1.60L 1 0.59 2.50 0.53 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.379 No +1.20D+1.60L 1 0.66 2.50 0.51 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.368 No +1.20D+1.60L 1 0.72 2.50 0.50 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.358 No +1.20D+1.60L 1 0.79 2.50 0.48 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.348 No +1.20D+1.60L 1 0.85 2.50 0.47 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.337 No +1.20D+1.60L 1 0.92 2.50 0.45 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.327 No +1.20D+1.60L 1 0.98 2.50 0.44 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.317 No +1.20D+1.60L 1 1.05 2.50 0.43 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.306 No +1.20D+1.60L 1 1.11 2.50 0.41 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.296 No +1.20D+1.60L 1 1.18 2.50 0.40 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.286 No +1.20D+1.60L 1 1.25 2.50 0.38 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.276 No +1.20D+1.60L 1 1.31 2.50 0.37 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.265 No +1.20D+1.60L 1 1.38 2.50 0.35 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.255 No +1.20D+1.60L 1 1.44 2.50 0.34 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.245 No +1.20D+1.60L 1 1.51 2.50 0.33 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.234 No +1.20D+1.60L 1 1.57 2.50 0.31 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.224 No +1.20D+1.60L 1 1.64 2.50 0.30 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.214 No +1.20D+1.60L 1 1.70 2.50 0.28 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.203 No +1.20D+1.60L 1 1.77 2.50 0.27 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.193 No +1.20D+1.60L 1 1.84 2.50 0.25 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.183 No +1.20D+1.60L 1 1.90 2.50 0.24 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.173 No +1.20D+1.60L 1 1.97 2.50 0.23 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.162 No +1.20D+1.60L 1 2.03 2.50 0.21 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.152 No +1.20D+1.60L 1 2.10 2.50 0.20 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.142 No +1.20D+1.60L 1 2.16 2.50 0.18 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.131 No +1.20D+1.60L 1 2.23 2.50 0.17 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.121 No +1.20D+1.60L 1 2.30 2.50 0.15 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.111 No Section Page 6.03

APPROVED FOR
B26-0615
BUILDING DEPT.

CITY OF PASO ROBLES

BID USE ONLY
Attachment 3

LIC# : KW-06016204, Build:20.26.07.01
Concrete Beam
MKSE (c) ENERCALC, LLC 1982-2026
DESCRIPTION: Prep Table (Uniform)
Project File: 25360.00 Centennial Park.ec6
Project Title: Centennia Park
Pro
Engineer:
ject ID: 25360.00
Project Descr: BBQ Area
Load Combination
Detailed Shear Information
Vu Span Distance 'd' Vu /
Provision
Vc Eqn φ Vc Spacing
(ft) (k) (in) (T22.5.5.1) Req'd (in) Number φ Vn
Spacing
(k) (k)
φ Vs φ
(k)
Vn
Req'd?
Av, min
+1.20D+1.60L 1 2.36 2.50 0.14 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.100 No +1.20D+1.60L 1 2.43 2.50 0.13 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.090 No +1.20D+1.60L 1 2.49 2.50 0.11 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.080 No +1.20D+1.60L 1 2.56 2.50 0.10 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.070 No +1.20D+1.60L 1 2.62 2.50 0.08 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.059 No +1.20D+1.60L 1 2.69 2.50 0.07 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.049 No +1.20D+1.60L 1 2.75 2.50 0.05 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.039 No +1.20D+1.60L 1 2.82 2.50 0.04 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.028 No +1.20D+1.60L 1 2.89 2.50 0.03 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.018 No +1.20D+1.60L 1 2.95 2.50 0.01 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.008 No +1.20D+1.60L 1 3.02 2.50 -0.00 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.003 No +1.20D+1.60L 1 3.08 2.50 -0.02 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.013 No +1.20D+1.60L 1 3.15 2.50 -0.03 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.023 No +1.20D+1.60L 1 3.21 2.50 -0.05 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.033 No +1.20D+1.60L 1 3.28 2.50 -0.06 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.044 No +1.20D+1.60L 1 3.34 2.50 -0.08 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.054 No +1.20D+1.60L 1 3.41 2.50 -0.09 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.064 No +1.20D+1.60L 1 3.48 2.50 -0.10 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.075 No +1.20D+1.60L 1 3.54 2.50 -0.12 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.085 No +1.20D+1.60L 1 3.61 2.50 -0.13 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.095 No +1.20D+1.60L 1 3.67 2.50 -0.15 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.106 No +1.20D+1.60L 1 3.74 2.50 -0.16 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.116 No +1.20D+1.60L 1 3.80 2.50 -0.18 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.126 No +1.20D+1.60L 1 3.87 2.50 -0.19 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.136 No +1.20D+1.60L 1 3.93 2.50 -0.20 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.147 No +1.20D+1.60L 1 4.00 2.50 -0.22 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.157 No +1.20D+1.60L 1 4.07 2.50 -0.23 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.167 No +1.20D+1.60L 1 4.13 2.50 -0.25 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.178 No +1.20D+1.60L 1 4.20 2.50 -0.26 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.188 No +1.20D+1.60L 1 4.26 2.50 -0.28 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.198 No +1.20D+1.60L 1 4.33 2.50 -0.29 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.209 No +1.20D+1.60L 1 4.39 2.50 -0.30 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.219 No +1.20D+1.60L 1 4.46 2.50 -0.32 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.229 No +1.20D+1.60L 1 4.52 2.50 -0.33 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.239 No +1.20D+1.60L 1 4.59 2.50 -0.35 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.250 No +1.20D+1.60L 1 4.66 2.50 -0.36 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.260 No +1.20D+1.60L 1 4.72 2.50 -0.38 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.270 No +1.20D+1.60L 1 4.79 2.50 -0.39 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.281 No +1.20D+1.60L 1 4.85 2.50 -0.40 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.291 No +1.20D+1.60L 1 4.92 2.50 -0.42 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.301 No +1.20D+1.60L 1 4.98 2.50 -0.43 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.312 No +1.20D+1.60L 1 5.05 2.50 -0.45 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.322 No +1.20D+1.60L 1 5.11 2.50 -0.46 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.332 No +1.20D+1.60L 1 5.18 2.50 -0.48 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.342 No +1.20D+1.60L 1 5.25 2.50 -0.49 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.353 No +1.20D+1.60L 1 5.31 2.50 -0.50 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.363 No +1.20D+1.60L 1 5.38 2.50 -0.52 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.373 No +1.20D+1.60L 1 5.44 2.50 -0.53 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.384 No +1.20D+1.60L 1 5.51 2.50 -0.55 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.394 No +1.20D+1.60L 1 5.57 2.50 -0.56 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.404 No +1.20D+1.60L 1 5.64 2.50 -0.58 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.415 No +1.20D+1.60L 1 5.70 2.50 -0.59 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.425 No +1.20D+1.60L 1 5.77 2.50 -0.60 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.435 No +1.20D+1.60L 1 5.84 2.50 -0.62 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.445 No +1.20D+1.60L 1 5.90 2.50 -0.63 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.456 No +1.20D+1.60L 1 5.97 2.50 -0.65 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.466 No Maximum Forces & Stresses for Load Combinations
Span #
Bending Stress Results ( k-ft ) Location (ft) Load Combination Mu : Max Stress Ratio Segment ij Mnx along Beam
MAXimum BENDING Envelope
Span # 1 1 6.000 0.98 1.17 0.84
+1.40D
Span # 1 1 6.000 0.30 1.17 0.26
+1.20D+1.60L
Section Page 6.04

APPROVED FOR
B26-0615
BUILDING DEPT.

CITY OF PASO ROBLES

BID USE ONLY
Attachment 3

LIC# : KW-06016204, Build:20.26.07.01
Concrete Beam
MKSE (c) ENERCALC, LLC 1982-2026
DESCRIPTION: Prep Table (Uniform)
Project File: 25360.00 Centennial Park.ec6
Project Title: Centennia Park
Pro
Engineer:
ject ID: 25360.00
Project Descr: BBQ Area
Span #
Bending Stress Results ( k-ft ) Location (ft) Load Combination Mu : Max Stress Ratio Segment ij Mnx along Beam
Span # 1 1 6.000 0.98 1.17 0.84
+1.20D+L
Span # 1 1 6.000 0.71 1.17 0.61
+1.20D
Span # 1 1 6.000 0.26 1.17 0.22
+0.90D
Span # 1 1 6.000 0.20 1.17 0.17
+1.418D+L
Span # 1 1 6.000 0.76 1.17 0.65
+0.6820D
Span # 1 1 6.000 0.15 1.17 0.13
Location in Load Combination Max. "-" Location Load Combination Span Max. "+" Overall Maximum Deflections
Defl (in)in Span (ft) Defl (in) in Span (ft)
+D+L 1 0.0237 3.000 0.0000 0.000
Section Page 6.05

APPROVED FOR
B26-0615
BUILDING DEPT.

CITY OF PASO ROBLES

BID USE ONLY
Attachment 3

LIC# : KW-06016204, Build:20.26.07.01
Concrete Beam
MKSE (c) ENERCALC, LLC 1982-2026
DESCRIPTION: Prep Table (Point)
Project File: 25360.00 Centennial Park.ec6
Project Title: Centennia Park
Pro
Engineer:
ject ID: 25360.00
Project Descr: BBQ Area
Load Combination Set : ASCE 7-22 / IBC 2024
Referenced Design Standard(s) : ACI 318-19
Governing Code : IBC 2024
Code References
Rho (or Omega) = 2.50, Sds = 1.090
General Information

2.50 145.0
Elastic Modulus 2,850.0 ksi
1 60.0
29,000.0

40.0 29,000.0
3 =

1.0 = 0.90

0.750
f'c ksi
fy - Main Rebar
Density
1/2 Ȝ
=
fr =7.5 * * f'c 375.0
pcf
E - Main Rebar ksi
psi
= 1.0 Ȝ LtWt Factor
Fy - Stirrups ksi
= =
=
E - Stirrups ksi
12 in
4 in
ȕ 0.850
= =
=
Shear :

Stirrup Bar Size #
Number of Resisting Legs Per Stirrup
ij : Phi Values Flexure :

Seismic Design Category =
ȥ
A
1 2
L(0.30)
12" w x 4" h

6.0 ft
Cross Section & Reinforcing Details
Rectangular Section, Width = 12.0 in, Height = 4.0 in
Span #1 Reinforcing....
1-#3 at 1.50 in from Bottom, from 0.0 to 6.0 ft in this span Beam self weight calculated and added to loads
Point Load : L = 0.30 k @ 3.0 ft
Design OK DESIGN SUMMARY
Maximum Bending Stress Ratio = 0.835 : 1
Span # where maximum occurs Span # 1
Location of maximum on span 3.005 ft
ij Mn : Allowable 1.173 k-ft
Typical Section Section used for this span
Mu : Applied 0.9797 k-ft
Maximum Deflection
0 <360.0
3510
Ratio = 0 <180.0
Max Downward Transient Deflection 0.013 in 5631 Ratio = >=360.0 Max Upward Transient Deflection 0.000 in Ratio =
Max Downward Total Deflection 0.021 in Ratio = >=180.0
Max Upward Total Deflection 0.000 in
Span: 1 : +D+L
Span: 1 : L Only
Design Limits
Tensile Strain >= Min Strain Limit

0.01922 0.00507 in / in in / in
As Provided >= As,min

0.110 0.104 in^2 in^2 >=
>=
OK
OK
(Section 9.6.1.2)
(Section 9.3.3.1)
Load Combination Support 1 Support 2
Maximum Vertical Reactions Support notation : Far left is #1 D Only
Max Upward from Load Cases 0.150 0.150
Max Upward from Load Combinations 0.295 0.295
Max Upward from all Load Cases & Combinations 0.295 0.295

0.145 0.145
+D+L 0.295 0.295
Section Page 6.06

APPROVED FOR
B26-0615
BUILDING DEPT.

CITY OF PASO ROBLES

BID USE ONLY
Attachment 3

LIC# : KW-06016204, Build:20.26.07.01
Concrete Beam
MKSE (c) ENERCALC, LLC 1982-2026
DESCRIPTION: Prep Table (Point)
Project File: 25360.00 Centennial Park.ec6
Project Title: Centennia Park
Pro
Engineer:
ject ID: 25360.00
Project Descr: BBQ Area
Load Combination Support 1 Support 2
Maximum Vertical Reactions Support notation : Far left is #1 Load Combination
L Only 0.150 0.150
+0.60D 0.087 0.087
+D+0.750L 0.257 0.257
Support 1 Support 2
Vertical Reactions for Load Cases Support notation : Far left is #1 Load Combination
L Only 0.150 0.150
D Only 0.145 0.145
Max Upward from Load Cases 0.150 0.150
Support 1 Support 2
Vertical Reactions for Load Combinations Support notation : Far left is #1 +0.60D 0.087 0.087
+D+0.750L 0.257 0.257
+D+L 0.295 0.295
Max Upward from Load Combinations 0.295 0.295
Support D Lr L S W E H
Extreme Reactions Values in KIPS
Support #1 0.145 0.150
Support #2 0.145 0.150
Shear Stirrup Requirements
Entire Beam Span Length : Stirrups are not required.

Load Combination
Detailed Shear Information
Vu Span Distance 'd' Vu /
Provision
Vc Eqn φ Vc Spacing
(ft) (k) (in) (T22.5.5.1) Req'd (in) Number φ Vn
Spacing
(k) (k)
φ Vs φ
(k)
Vn
Req'd?
Av, min
+1.20D+1.60L 1 0.00 2.50 0.41 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.298 No +1.20D+1.60L 1 0.07 2.50 0.41 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.296 No +1.20D+1.60L 1 0.13 2.50 0.41 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.293 No +1.20D+1.60L 1 0.20 2.50 0.40 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.290 No +1.20D+1.60L 1 0.26 2.50 0.40 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.287 No +1.20D+1.60L 1 0.33 2.50 0.39 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.285 No +1.20D+1.60L 1 0.39 2.50 0.39 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.282 No +1.20D+1.60L 1 0.46 2.50 0.39 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.279 No +1.20D+1.60L 1 0.52 2.50 0.38 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.276 No +1.20D+1.60L 1 0.59 2.50 0.38 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.274 No +1.20D+1.60L 1 0.66 2.50 0.38 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.271 No +1.20D+1.60L 1 0.72 2.50 0.37 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.268 No +1.20D+1.60L 1 0.79 2.50 0.37 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.265 No +1.20D+1.60L 1 0.85 2.50 0.36 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.263 No +1.20D+1.60L 1 0.92 2.50 0.36 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.260 No +1.20D+1.60L 1 0.98 2.50 0.36 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.257 No +1.20D+1.60L 1 1.05 2.50 0.35 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.254 No +1.20D+1.60L 1 1.11 2.50 0.35 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.252 No +1.20D+1.60L 1 1.18 2.50 0.35 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.249 No +1.20D+1.60L 1 1.25 2.50 0.34 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.246 No +1.20D+1.60L 1 1.31 2.50 0.34 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.244 No +1.20D+1.60L 1 1.38 2.50 0.33 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.241 No +1.20D+1.60L 1 1.44 2.50 0.33 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.238 No +1.20D+1.60L 1 1.51 2.50 0.33 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.235 No +1.20D+1.60L 1 1.57 2.50 0.32 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.233 No +1.20D+1.60L 1 1.64 2.50 0.32 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.230 No +1.20D+1.60L 1 1.70 2.50 0.32 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.227 No +1.20D+1.60L 1 1.77 2.50 0.31 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.224 No +1.20D+1.60L 1 1.84 2.50 0.31 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.222 No +1.20D+1.60L 1 1.90 2.50 0.30 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.219 No +1.20D+1.60L 1 1.97 2.50 0.30 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.216 No +1.20D+1.60L 1 2.03 2.50 0.30 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.213 No +1.20D+1.60L 1 2.10 2.50 0.29 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.211 No +1.20D+1.60L 1 2.16 2.50 0.29 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.208 No +1.20D+1.60L 1 2.23 2.50 0.28 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.205 No +1.20D+1.60L 1 2.30 2.50 0.28 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.202 No +1.20D+1.60L 1 2.36 2.50 0.28 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.200 No Section Page 6.07

APPROVED FOR
B26-0615
BUILDING DEPT.

CITY OF PASO ROBLES

BID USE ONLY
Attachment 3

LIC# : KW-06016204, Build:20.26.07.01
Concrete Beam
MKSE (c) ENERCALC, LLC 1982-2026
DESCRIPTION: Prep Table (Point)
Project File: 25360.00 Centennial Park.ec6
Project Title: Centennia Park
Pro
Engineer:
ject ID: 25360.00
Project Descr: BBQ Area
Load Combination
Detailed Shear Information
Vu Span Distance 'd' Vu /
Provision
Vc Eqn φ Vc Spacing
(ft) (k) (in) (T22.5.5.1) Req'd (in) Number φ Vn
Spacing
(k) (k)
φ Vs φ
(k)
Vn
Req'd?
Av, min
+1.20D+1.60L 1 2.43 2.50 0.27 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.197 No +1.20D+1.60L 1 2.49 2.50 0.27 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.194 No +1.20D+1.60L 1 2.56 2.50 0.27 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.191 No +1.20D+1.60L 1 2.62 2.50 0.26 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.189 No +1.20D+1.60L 1 2.69 2.50 0.26 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.186 No +1.20D+1.60L 1 2.75 2.50 0.25 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.183 No +1.20D+1.60L 1 2.82 2.50 0.25 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.180 No +1.20D+1.60L 1 2.89 2.50 0.25 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.178 No +1.20D+1.60L 1 2.95 2.50 0.24 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.175 No +1.20D+1.60L 1 3.02 2.50 -0.24 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.174 No +1.20D+1.60L 1 3.08 2.50 -0.24 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.176 No +1.20D+1.60L 1 3.15 2.50 -0.25 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.179 No +1.20D+1.60L 1 3.21 2.50 -0.25 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.182 No +1.20D+1.60L 1 3.28 2.50 -0.26 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.185 No +1.20D+1.60L 1 3.34 2.50 -0.26 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.187 No +1.20D+1.60L 1 3.41 2.50 -0.26 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.190 No +1.20D+1.60L 1 3.48 2.50 -0.27 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.193 No +1.20D+1.60L 1 3.54 2.50 -0.27 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.196 No +1.20D+1.60L 1 3.61 2.50 -0.28 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.198 No +1.20D+1.60L 1 3.67 2.50 -0.28 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.201 No +1.20D+1.60L 1 3.74 2.50 -0.28 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.204 No +1.20D+1.60L 1 3.80 2.50 -0.29 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.207 No +1.20D+1.60L 1 3.87 2.50 -0.29 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.209 No +1.20D+1.60L 1 3.93 2.50 -0.29 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.212 No +1.20D+1.60L 1 4.00 2.50 -0.30 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.215 No +1.20D+1.60L 1 4.07 2.50 -0.30 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.217 No +1.20D+1.60L 1 4.13 2.50 -0.31 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.220 No +1.20D+1.60L 1 4.20 2.50 -0.31 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.223 No +1.20D+1.60L 1 4.26 2.50 -0.31 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.226 No +1.20D+1.60L 1 4.33 2.50 -0.32 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.228 No +1.20D+1.60L 1 4.39 2.50 -0.32 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.231 No +1.20D+1.60L 1 4.46 2.50 -0.32 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.234 No +1.20D+1.60L 1 4.52 2.50 -0.33 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.237 No +1.20D+1.60L 1 4.59 2.50 -0.33 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.239 No +1.20D+1.60L 1 4.66 2.50 -0.34 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.242 No +1.20D+1.60L 1 4.72 2.50 -0.34 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.245 No +1.20D+1.60L 1 4.79 2.50 -0.34 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.248 No +1.20D+1.60L 1 4.85 2.50 -0.35 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.250 No +1.20D+1.60L 1 4.92 2.50 -0.35 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.253 No +1.20D+1.60L 1 4.98 2.50 -0.36 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.256 No +1.20D+1.60L 1 5.05 2.50 -0.36 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.259 No +1.20D+1.60L 1 5.11 2.50 -0.36 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.261 No +1.20D+1.60L 1 5.18 2.50 -0.37 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.264 No +1.20D+1.60L 1 5.25 2.50 -0.37 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.267 No +1.20D+1.60L 1 5.31 2.50 -0.37 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.270 No +1.20D+1.60L 1 5.38 2.50 -0.38 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.272 No +1.20D+1.60L 1 5.44 2.50 -0.38 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.275 No +1.20D+1.60L 1 5.51 2.50 -0.39 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.278 No +1.20D+1.60L 1 5.57 2.50 -0.39 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.280 No +1.20D+1.60L 1 5.64 2.50 -0.39 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.283 No +1.20D+1.60L 1 5.70 2.50 -0.40 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.286 No +1.20D+1.60L 1 5.77 2.50 -0.40 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.289 No +1.20D+1.60L 1 5.84 2.50 -0.40 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.291 No +1.20D+1.60L 1 5.90 2.50 -0.41 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.294 No +1.20D+1.60L 1 5.97 2.50 -0.41 N/A 1.39 0.00 1.39 Eqn (b) Stirrups Not Req'd 0.297 No Maximum Forces & Stresses for Load Combinations
Span #
Bending Stress Results ( k-ft ) Location (ft) Load Combination Mu : Max Stress Ratio Segment ij Mnx along Beam
MAXimum BENDING Envelope
Span # 1 1 6.000 0.98 1.17 0.83
+1.40D
Span # 1 1 6.000 0.30 1.17 0.26
+1.20D+1.60L
Span # 1 1 6.000 0.98 1.17 0.83
Section Page 6.08

APPROVED FOR
B26-0615
BUILDING DEPT.

CITY OF PASO ROBLES

BID USE ONLY
Attachment 3

LIC# : KW-06016204, Build:20.26.07.01
Concrete Beam
MKSE (c) ENERCALC, LLC 1982-2026
DESCRIPTION: Prep Table (Point)
Project File: 25360.00 Centennial Park.ec6
Project Title: Centennia Park
Pro
Engineer:
ject ID: 25360.00
Project Descr: BBQ Area
Span #
Bending Stress Results ( k-ft ) Location (ft) Load Combination Mu : Max Stress Ratio Segment ij Mnx along Beam
+1.20D+L
Span # 1 1 6.000 0.71 1.17 0.61
+1.20D
Span # 1 1 6.000 0.26 1.17 0.22
+0.90D
Span # 1 1 6.000 0.20 1.17 0.17
+1.418D+L
Span # 1 1 6.000 0.76 1.17 0.65
+0.6820D
Span # 1 1 6.000 0.15 1.17 0.13
Location in Load Combination Max. "-" Location Load Combination Span Max. "+" Overall Maximum Deflections
Defl (in)in Span (ft) Defl (in) in Span (ft)
+D+L 1 0.0205 3.000 0.0000 0.000
Section Page 6.09

APPROVED FOR
B26-0615
BUILDING DEPT.

CITY OF PASO ROBLES

BID USE ONLY
Attachment 3

1HWIURP6KLSPHQW &UHGLW7HUPV

VXEPLWWDO
:HHNVIURPIXOODQGFRPSOHWHRUGHU /HDG7LPH
 ([SLUDWLRQ'DWH
 &UHDWHG'DWH

 3URSRVDO1XPEHU
&LW\RI3DVR5REOHV (QG$FFRXQW2ZQHU
&HQWHQQLDO3DUN3LFQLF6KDGH 2SSRUWXQLW\1DPH
 *UDQG7RWDO
 7D[
 7D[5DWH
 )UHLJKW


 /DERU

 3URGXFW
1DWH6WXW] 2SSRUWXQLW\2ZQHU
2IIORDGLQJ,QVWDOODWLRQ6XUIDFLQJRU6LWH:RUNDUH127LQFO 4XRWHLVIRU(TXLSPHQW2QO\
3HU+*$&%X\&RQWUDFW35
XGHG
$
([FOXVLRQV
GGLWLRQDO1RWHV
Direct Bury is assumed all projects unless advised otherwise by the client.

Engineering and Structural Calculation are NOT included unless stated/quoted otherwise.

A 3% service fee will be added to the Total Proposal Amount with the use of a Credit Card for Payment. 'ZD\QH%URZQ +RXUFDOOSULRU
8QLWHG6WDWHV
3DVR5REOHV&$

5LYHUVLGH$YHQXH 6KLS7R
&LW\RI3DVR5REOHV'HSWRI3XEOLF:RUNV 6KLS7R1DPH 8QLWHG6WDWHV
3DVR5REOHV&$

5LYHUVLGH$YHQXH %LOO7R
&LW\RI3DVR5REOHV'HSWRI3XEOLF:RUNV %LOO7R1DPH 3URGXFW
:($5(3/($6('7268%0,77+,6352326$/723529,'(7+()2//2:,1*,7(06

([FOXVLRQV $GGLWLRQDO1RWHV
,WHP1R /LQH,WHP'HVFULSWLRQ 4XDQWLW\ 3ULFH
6DOHV 7RWDO3ULFH
6KDGH
&XVWRP6N\:D\V 

 6N\ZD\V-RLQHG7ULDQJOH6DLO-RLQHG7ULDQJOH6DLOV &ROXPQV
7RSV
6T)WZHOHFWULFDOSURYLVLRQV  
 

'LVFRXQW b 'LVFRXQWSHU+*$&%X\&RQWUDFW35

 
 

(QJLQHHULQJ
6N\:D\V 

 LQFOXGHG
(OHFWURQLFDOO\6HDOHG(QJLQHHUHG&DOFV'UDZLQJV
QRUHYLVLRQV  

 


)UHLJKW 6KLSSLQJWR3DVR5REOHV&$   

APPROVED FOR
B26-0615
BUILDING DEPT.

CITY OF PASO ROBLES

BID USE ONLY
Attachment 3

Council Agenda Report
From: Mark Scandalis, Airport Manager
Subject: Approval of a Resolution Accepting a Cal Trans Division of Aeronautics Grant Match for the Taxiway Alpha Reconstruction
CEQA Determination: The City finds that this action is categorically exempt from the California Environmental Quality Act (“CEQA”) under the Class 1 exemption, which applies to the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing structures, facilities, mechanical equipment, or topographical features where the project involves negligible or no expansion of existing or former use (State CEQA Guidelines, § 15301). The Project involves a full-depth rehabilitation and reconstruction of the Airport’s taxiway section to current FAA standards to ensure continued safe and efficient use of the Airport’s taxiway system
Date: October 6, 2026
Facts

1. The Fiscal Year (FY) 2027-28 adopted budget approved a series of capital improvement projects for the Airport. The majority of these projects rely on grant funding from the Federal Aviation Administration (FAA).

2. After FAA review and approval of the plans and specifications for a Taxiway Alpha rehabilitation project, the City received an FAA grant offer in the amount not to exceed $3,895,000 for the project.

3. On September 1, 2026, the City Council voted unanimously to accept the Federal Grant and award contracts to complete the work.

4. In support of State airport infrastructure, the Cal Trans Department of Aeronautics, with appropriate grant match application documentation, will reimburse the Airport fund for 5% of the grant amount upon completion of the project.

Options

1. Take no action;

2. Apply for, accept, and allocate funds for a Cal Trans Division of Aeronautics grant for a Taxiway Alpha rehabilitation project.

3. Return item to staff to pursue an alternate course of action.

Analysis and Conclusions
The Airport continues to serve as an essential community facility and economic asset. By design, the Airport is expected to operate as an independent enterprise with minimal support from the General Fund.

As a result, major capital improvement projects would generally be unattainable without the infusion of funding available through Federal Aviation Administration (FAA) and Cal Trans grant programs.

This taxiway rehabilitation project will ensure the continued safe and efficient operation of the Airport’s taxiway system serving the main runway. The project includes full-depth reconstruction of the taxiway

section to meet current FAA standards. The reconstruction will strengthen and extend the useful life of the taxiway, allowing the Airport to continue safely accommodating large aircraft, including CAL FIRE, military, and corporate aviation operations.

Overall, the project will enhance airport safety and operational efficiency by providing a stronger, more durable taxiway surface for aircraft using the Airport. The project will also advance one of the City Council’s adopted goals for this budget cycle under Goal 1: Facilities, Transportation & Infrastructure, specifically the objective to “pursue grant funding for taxiway rehabilitation and improvements.” Fiscal Impact
The total cost for the project is not to exceed $3,895,000. The taxiway rehabilitation project is 95 percent funded by the FAA grant and 5 percent funded by the Airport Fund; however, an additional Cal Trans Department of Aeronautics reimbursement is anticipated in the amount of $186,902, reducing the Airport’s portion of the project by approximately $9,837 to approximately $23,800.

CEQA
The City finds that this action is categorically exempt from the California Environmental Quality Act (“CEQA”) under the Class 1 exemption, which applies to the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing structures, facilities, mechanical equipment, or topographical features where the project involves negligible or no expansion of existing or former use (State CEQA Guidelines, § 15301). The Project involves a full-depth rehabilitation and reconstruction of the Airport’s taxiway section to current FAA standards to ensure continued safe and efficient use of the Airport’s taxiway system.

Recommendation (Option 2)
Approve Resolution 26-XXX, authorizing:

1. The City Manager or designee to apply for, execute, and accept the allocation of funds for the grant agreement with the Cal Trans Division of Aeronautics in amount not to exceed $186,902; and

2. Authorize appropriate transfers from the Airport reserves to the Airport budget to fund the project until reimbursement payments are made by Cal Trans.

Attachments

1. Resolution 26-XXX – Taxiway Alpha Cal Trans Match Grant

2. FAA Grant Application Documents and Grant Assurances

Attachment 1
RESOLUTION 26-XXX

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EL PASO DE ROBLES

AUTHORIZING ACCEPTANCE OF A GRANT OFFER FROM CAL TRANS FOR THE TAXIWAY ALPHA

REHABILITATION PROJECT
WHEREAS, the Fiscal Year 2027-28 adopted budget approved a series of Capital Improvement projects for the Airport; and
WHEREAS, the majority of Airport Capital Improvement projects rely on grant funding from the Federal Aviation Administration (FAA), and
WHEREAS, after FAA review and approval of the plans and specifications for a Taxiway Alpha rehabilitation project (Project), the City was notified it will receive a grant offer not to exceed $3,895,000 from the FAA to fund all eligible expenses for the Project; and
WHEREAS, on September 1, 2026 City Council voted unanimously to accept the Federal Grant; and WHEREAS, with grant match application documentation, the Cal Trans Department of Aeronautics will reimburse the Airport Fund a portion of this grant.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EL PASO DE ROBLES DOES HEREBY RESOLVE AS FOLLOWS:

Section 1. All of the above recitals are true and correct and incorporated herein by reference.

Section 2. CEQA. The City Council finds that this action is categorically exempt from the California Environmental Quality Act (“CEQA”) under the Class 1 exemption, which applies to the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing structures, facilities, mechanical equipment, or topographical features where the project involves negligible or no expansion of existing or former use (State CEQA Guidelines, §15301). The Project involves a full-depth rehabilitation and reconstruction of the Airport’s taxiway section to current FAA standards to ensure continued safe and efficient use of the Airport’s taxiway system. Additionally, none of the exceptions to the categorical exemptions pursuant to State CEQA Guidelines, §15300.2 apply to the Project.

Section 3. The City Manager or designee is authorized to apply for, execute, and accept the allocation of funds for the project through a grant match agreement with Cal Trans Division of Aeronautics to reimburse the City a portion of project expenses.

Section 4. The City Manager or designee is authorized to initiate appropriate transfers from the Airport reserves to the Airport budget to fund the project until reimbursement payments are made by Cal Trans. Further, the City Manager or designee is authorized to apply for, execute, and accept a grant agreement with the Caltrans Division of Aeronautics in an amount not to exceed $186,902, and to take such ancillary actions as are reasonably necessary to administer and carry out the grant.

Attachment 1
APPROVED this 6th day of October, 2026, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

John R. Hamon, Jr., Mayor
ATTEST:

Melissa Martin, City Clerk

Attachment 2

Attachment 2

Attachment 2

7/14/2026
Attachment 2

Attachment 2

Attachment 2

Attachment 2

Attachment 2

Attachment 2

Attachment 2

Attachment 2

Attachment 2

Attachment 2

7/14/2026
Attachment 2

Attachment 2

Attachment 2

7/14/2026
Attachment 2

Attachment 2

Attachment 2

7/14/2026
Attachment 2

Attachment 2

Attachment 2

7/14/2026
Attachment 2

Attachment 2

7/14/2026
Attachment 2

Council Agenda Report
From: Casey Shepherd, Wastewater Manager
Subject: Approval of a Change Order with Cannon for Design Services on the Union Road Regional Sewage Lift Station Project
CEQA Determination: The City finds that this action is not a project under the California Environmental Quality Act pursuant to State Guidelines Section State CEQA Guidelines, §§ 15060, subd. (c)(2)-(3), 15378.

Date: October 6, 2026
Facts

1. On July 18, 2023, the City Council authorized a professional services agreement with Cannon in the amount of $230,762 for the design of a new regional sewage lift station and sewage force main on Union Road.

2. The Union Road Regional Lift Station is intended to convey wastewater from the Union Road and Mill Road areas to the City's existing gravity sewer system and support existing and future development in the area.

3. As the design progressed, it became apparent that the size and configuration of the site would make it difficult to access with the large maintenance vehicles needed to service the lift station. The original layout also required a long driveway that would be costly to construct, visually intrusive, and difficult for maintenance vehicles to maneuver.

4. To provide a more functional site configuration, the City acquired additional easement area from the Paso Robles Swim and Tennis Club.

5. Upon acquiring the additional easement area, staff directed Cannon to reconfigure the lift station site to improve vehicle access and maneuverability and support long-term operations and maintenance.

6. The reconfigured site requiresretaining walls and related structural and geotechnical evaluations that were not included in Cannon's original scope of work.

7. Cannon's proposed additional services total $65,800 for the revised site layout, retaining-wall design, and supplemental geotechnical services.

8. For these types of contracts, the City’s Purchasing Policy allows staff to authorize change orders up to 25% of the original contract prior to Council approval. Approval of the proposed change order would increase Cannon's total engineering authorization from $230,762 to $296,562, representing a 28.5% increase from their original contract.

Options

1. Take no action;

2. Approve a change order with Cannon in the amount of $65,800, increasing the total Professional Services Agreement Contract amount to $296,562; or

3. Provide alternative direction to staff.

Analysis and Conclusions
The Union Road sewage lift station is an important infrastructure project that will provide reliable sewer service to existing and future development in the Union Road and Mill Road areas. The additional easement area and revised site configuration provide an opportunity to improve access and long-term maintainability. Incorporating these improvements during the design phase will help ensure City staff can safely and efficiently access, operate, and maintain the lift station throughout its service life.

Cannon’s proposed scope directly addresses the requested site changes. Cannon will prepare a coordinated design for City review before completing the final plans and specifications. Retaining wall design and supplemental geotechnical work are necessary to accommodate the revised pad elevation and access driveway. Approval of the change order will allow Cannon to complete the design and position the City to deliver the regional lift station project when appropriate.

Fiscal Impact
The additional design costs are $65,800 and will be funded by the Sewer Fund, which includes adequate funding for the Union Road Lift Station Project in the adopted two-year budget.

CEQA
The City finds that this action is not a project under the California Environmental Quality Act pursuant to State Guidelines Section State CEQA Guidelines, §§ 15060, subd. (c)(2)-(3), 15378.

Recommendation
Approve Resolution 26-XXX, authorizing the change order with Cannon for the Union Road Regional Lift Station in the amount of $65,800, increasing the total agreement amount to $296,562.

Attachments

1. Resolution 26-XXX – Approval of a Change Order with Cannon for the Union Road Lift Station Project

2. Cannon’s Additional Services Agreement Proposal

Attachment 1
RESOLUTION 26-XXX

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EL PASO DE ROBLES AUTHORIZING THE

APPROVAL OF A CHANGE ORDER WITH CANNON FOR DESIGN SERVICES ON THE UNION ROAD SEWAGE LIFT STATION PROJECT FOR THE AMOUNT OF $65,800
WHEREAS, on July 18, 2023, the City Council authorized a professional services agreement with Cannon for the design of a new regional sewage lift station and sewage force main on Union Road in an amount of $230,762; and
WHEREAS, the Union Road Regional Lift Station is intended to convey wastewater from the Union Road and Mill Road areas to the City's existing gravity sewer system and support existing and future development in the area; and
WHEREAS, as the design progressed, it became apparent that the size and configuration of the site would make it difficult to access with the large maintenance vehicles needed to service the lift station; and
WHEREAS, to provide a more functional site configuration, the City acquired additional easement area from the Paso Robles Swim and Tennis Club; and
WHEREAS, upon acquiring the additional easement area, staff directed Cannon to reconfigure the lift station site to improve vehicle access and maneuverability and support long-term operations and maintenance; and
WHEREAS, the revised site configuration requires retaining walls and related structural and geotechnical evaluations not included in Cannon’s original scope of work, resulting in $65,800 in additional services; and
WHEREAS, approval of the proposed change order would increase Cannon's total engineering authorization from $230,762 to $296,562

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EL PASO DE ROBLES DOES HEREBY RESOLVE AS FOLLOWS:

Section 1. All of the above recitals are true and correct and incorporated herein by reference.

Section 2. Approves the Change Order with Cannon for the Union Road Lift Station Project in the amount of $65,800, increasing the total Professional Services Agreement Contract amount to $296,562.

Section 3. This Resolution shall take effect on the date it is approved by the City Council.

APPROVED this 6
th day of October, 2026, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Attachment 1
John R. Hamon, Jr., Mayor
ATTEST:

Melissa Martin, City Clerk

230408
1 1050 Southwood Drive, San Luis Obispo, CA 93401
T 805.544.7407 F 805.544.3863
CannonCorp.us
September 15, 2026
Mrs. Ditas Esperanza, PE
Capital Projects Engineer
City of Paso Robles
1000 Spring Street
Paso Robles, CA 93446
Project: Union Road Regional List Station DPW 23-27, PO 240044 Dear Mrs. Esperanza:

Following completion of the 75% design submittal, the City acquired an additional property adjacent to the Union Road Lift Station site and directed Cannon to reconfigure the site layout to improve vehicular access, operations, and maintenance. The revised site configuration relocates the facility access driveway, modifies site grading to raise the developed pad elevation, and requires reconfiguration of project facilities, circulation, and supporting infrastructure. The revised design also includes new retaining walls and associated geotechnical evaluations that were not included in the original scope of work. Additional engineering services are required to redesign the site and prepare an updated design submittal prior to completion of final design.

The previous scope included 75% and Final plans. We are providing an updated cost to redesign the site and add a 90% design submittal, prior to preparing Final plans.

Revised Scope Items:

Task 1 - Revised Site Layout and 90% Design Submittal
Perform a redesign of the lift station site layout resulting from City-directed expansion of the project property and revised access requirements. Services include:
• Evaluation of the expanded site configuration and relocation of the site access driveway.
• Revision of site grading and pad elevations to improve access and maintenance vehicle circulation.
• Reconfiguration of lift station facilities, yard piping, utility routing, access, drainage, and site improvements affected by the revised layout.
• Preparation of updated civil, mechanical, electrical, and site plans as necessary to incorporate the revised design.

Attachment 2

230408
2 1050 Southwood Drive, San Luis Obispo, CA 93401
T 805.544.7407 F 805.544.3863
CannonCorp.us
• Development and submission of an updated 90% design package for City review prior to preparation of final plans and specifications.

Task 2 - Retaining Wall Design
Provide structural engineering services for retaining walls required to support the revised site grading and elevated facility pad. Services include:
• Evaluation of wall locations, heights, and loading conditions. • Preparation of retaining wall calculations.
• Development of retaining wall plans and construction details. • Coordination with the geotechnical engineer for design parameters and recommendations.

Task 3 - Supplemental Geotechnical Services
Provide supplemental geotechnical engineering services to support the revised site configuration, including:
• Development of retaining wall design parameters and lateral earth pressure recommendations.
• Evaluation of revised grading and site pad elevations. • Preparation of pavement section recommendations for the relocated access driveway.
• Technical coordination with the design team and incorporation of recommendations into the project documents.

Attached is the Additional Services Agreement to cover the costs of these additional services.

If this meets your approval, please sign, and return to me.

If you have any questions or comments, please do not hesitate to call me.

Sincerely,
Michael J. Kielborn, PE, LEED AP
Senior Principal Engineer II
C 70112
Attachment 2

230408
3 1050 Southwood Drive, San Luis Obispo, CA 93401
T 805.544.7407 F 805.544.3863
CannonCorp.us

ADDITIONAL SERVICES AGREEMENT
Project Client: City of Paso Robles Date: September 15, 2026 Project Name: Union Road Regional Lift Station Project Number: 23408 DPW 23-27, PO 240044
Description of Additional Services and/or Materials:

Redesign of the lift station site and layout due to additional City acquired property. Additional design work includes relocation of the site access driveway, revision of site grading and pad elevations, reconfiguration of site improvements and facilities, and incorporation of new retaining wall and geotechnical recommendations. An additional design submittal will be prepared to document the revised design prior to completion of final plans and specs.

Task 1 – Revised site layout and new 90% Design Submittal .........................$38,500.00 Task 2 – Retaining Wall Design.......................................................................$23,450.00 Task 3 – Supplemental Geotechnical Services.................................................$3,850.00 Total ......................................................................................................$65,800.00 Additional Fee: $ 65,800.00
Reimbursable expenses included in this additional service agreement.

Authorization:

In witness whereof, the parties hereto have caused this agreement consisting of the Request for Additional Services, and the original signed PO #240044-00 and any other necessary and applicable documents to be executed and effective as of the date and year first above written.

Any additions and/or corrections to this agreement will be addressed in a separate agreement.

Client: City of Paso Robles Cannon
x
Ditas Esperanza, PE Larry Kraemer, PE
Capital Projects Engineer Director of Water Resources
Date: Date:

Attachment 2

Council Agenda Report
From: Christopher Alakel, Utilities Director
Robert Devaney, Water Utility Manager
Subject: Authorization for the City Manager to Enter into Up to Five On-Call Water System Repair Contracts of $75,000 or Less, Following an Informal Bidding Process, for a Total Amount Not to Exceed $375,000.

CEQA Determination: The City finds that this action is not a project under the California Environmental Quality Act pursuant to State Guidelines Section State CEQA Guidelines, §§ 15060, subd. (c)(2)-(3), 15378. Alternatively, if the action is considered a project, it is categorically exempt pursuant to section 15302, Replacement or Reconstruction.

Date: October 6, 2026
Facts

1. The City's Water Division is responsible for operating, maintaining, and repairing water production, treatment, and distribution infrastructure, including approximately 185 miles of water mains and related facilities.

2. The Water Division responds to leaks and conducts routine and emergency repair work requiring specialized heavy construction equipment and skilled labor.

3. The Water Division is now fully staffed. However, vacancies and staffing shortages over several years contributed to a backlog of preventive maintenance, repairs, and infrastructure replacement work.

4. Restored staffing improves the Division's ability to perform routine work, but existing staff must continue daily operations, respond to leaks and service interruptions, and address the accumulated backlog.

5. On-call contractors would supplement, rather than replace, City staff by providing specialized labor and equipment for discrete assignments when the work exceeds available in-house capacity or when using City crews would delay higher-priority operational work.

6. Severe weather, including strong winter storms and potential El Nino-related conditions, or other unforeseen emergencies may create multiple or complex water system incidents that exceed the personnel and equipment immediately available to the Water Division.

7. Public Contract Code Section 22032 allows qualifying utility repair projects of $75,000 or less without formal bidding. The City's Purchasing Policy is consistent with these provisions.

Options

1. Take no action;

2. Authorize the City Manager to enter into up to five On-Call Water System Repair Contracts of $75,000 or less, following an informal bidding process, for a total amount not-to-exceed $375,000; or

3. Provide alternative direction to staff.

Analysis and Conclusions
The City is responsible for providing safe and reliable drinking water, and the Water Division must be able to maintain water system infrastructure and respond quickly to issues affecting the water system.

Although the Division is now fully staffed, current crews must balance daily operations and emergency response with a maintenance and repair backlog accumulated during several years of staffing shortages.

Continued deferral can affect drinking water quality, extend water service interruptions, reduce system and fire-flow reliability, and increase repair costs and property damage.

Establishing on-call contracts would provide flexible, supplemental capacity to reduce the accumulated backlog while allowing City staff to maintain routine operations and respond to day-to-day system needs.

The contracts would also provide surge capacity when severe weather or another emergency creates concurrent repairs or requires specialized equipment and labor beyond the Division's immediate resources. Maintaining agreements with multiple qualified contractors increases the likelihood that assistance will be available when needed and avoids delaying time-sensitive work while a new procurement is completed.

Staff, in collaboration with the City Attorney’s Office, have drafted a contract structured to allow taskorder based work to be authorized on an as-needed basis. This template is included as part of this item.

According to the Uniform Public Construction Cost Accounting Act, public projects of $75,000 or less do not require a formal or informal bidding process. As such, separate repair and maintenance work will be conducted under each individual contract; however, depending on contractor availability, multiple contracts may be awarded to the same contractor. Because of the potential that the same contractor may receive multiple contracts, and to ensure the City is receiving the best value for the work, staff will conduct an informal bidding process prior to awarding each contract.

Staff recommends that the City Council authorize the City Manager to enter into individual contracts (up to five) with multiple on-call underground utilities contractors for on-call water system repair and maintenance, in the amount of $75,000 or less per contract, and to issue new individual contracts with the contractors following an informal bidding process, as needed, consistent with the City’s Purchasing Policy and the Public Contract Code.

Fiscal Impact
The total for all individual on-call contracts will not exceed $375,000 (at $75,000 or less per contract).

However, work performed under each contract will be authorized according to individual task orders issued by the City Water Division on an as-needed basis and will be paid from the Water Fund. The contracts will not be utilized if there is no need.

CEQA
The City finds that this action is not a project under the California Environmental Quality Act pursuant to State Guidelines Section State CEQA Guidelines, §§ 15060, subd. (c)(2)-(3), 15378.

Recommendation (Option 2)
Approve Resolution 26-XXX authorizing the City Manager to enter into up to five individual on-call contracts for water system repair services, with a total amount not to exceed $375,000 and each contract not exceeding $75,000, and find that the action is not a project under CEQA or, alternatively, is categorically exempt pursuant to State CEQA Guidelines section 15302.

Attachments

1. Resolution 26-XXX – Authorization of On-Call Water System Repair Contracts

2. On-Call Water System Repair Contract Template

Attachment 1
RESOLUTION 26-XXX

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EL PASO DE ROBLES AUTHORIZING THE CITY MANAGER TO ENTER INTO UP TO 5 ON-CALL WATER SYSTEM REPAIR CONTRACTS OF $75,000 OR LESS, FOLLOWING AN INFORMAL BIDDING PROCESS IN AN AMOUNT NOT TO EXCEED $375,000 AND FINDING THIS ACTION EXEMPT FROM REVIEW UNDER THE

CALIFORNIA ENVIRONMENTAL QUALITY ACT, STATE GUIDELINES
SECTIONS 15060, 15378, AND 15302
WHEREAS, the City's Water Division is responsible for operating, maintaining, and repairing water production, treatment, and distribution infrastructure, including water mains and related facilities; and
WHEREAS, the Water Division responds to leaks and conducts routine and emergency repair work requiring specialized heavy construction equipment and skilled labor; and WHEREAS, vacancies and staffing shortages over several years contributed to a backlog of preventive maintenance, repairs, and infrastructure replacement work; and WHEREAS, restored staffing improves the Division's ability to perform routine work, but existing staff must continue daily operations; and
WHEREAS, on-call contractors would supplement, rather than replace, City staff by providing specialized labor and equipment for discrete assignments when the work exceeds available in-house capacity or when using City crews would delay higher-priority operational work; and WHEREAS, severe weather, including strong winter storms and potential El Nino-related conditions, or other unforeseen emergencies may create multiple or complex water system incidents that exceed the personnel and equipment immediately available to the Water Division; and WHEREAS, Public Contract Code Section 22032 allows qualifying utility repair projects of $75,000 or less without formal bidding.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EL PASO DE ROBLES DOES HEREBY RESOLVE AS FOLLOWS:

Section 1. All of the above recitals are true and correct and incorporated herein by reference.

Section 2. The City finds that this action authorizing on-call repair contracts is not a project under the California Environmental Quality Act pursuant to State Guidelines Section State CEQA Guidelines, §§ 15060, subd. (c)(2)-(3), 15378, because it can be seen with certainty that the authorization to enter into individual contracts for potential on-call services for water repair work with a total not-too-exceed of $375,000 will not result in a physical change in the environment. If this action is found to be a project under CEQA, the City finds that this action is also exempt pursuant to Section 15302, Replacement or Reconstruction. The activities to be undertaken pursuant to these contracts will be the repair of existing infrastructure and will not result in new or an expansion of services.

Attachment 1
Section 3. The City Council authorizes the City Manager to execute up to five total, individual contracts in the amount of $75,000 or less per contract, following an informal bidding process, with multiple underground utility contractors for routine and emergency water system repair work, using a standard contract template for on-call repair work, the template for which is included as part of this item, with the total cost of all individual contracts for on-call repair contracts not to exceed $375,000, subject to any minor, technical, or non-substantive changes to that contract template, as approved by the City Manager and City Attorney. Multiple contracts may be awarded to the same contractor, following an informal bidding process, but the value of the tasks completed under each contract will be below $75,000.

Section 4. This Resolution shall take effect on the date it is approved by the City Council.

APPROVED this 6th day of October, 2026, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

John R. Hamon, Jr., Mayor
ATTEST:

Melissa Martin, City Clerk

82477.07000\34650255.1
1 CITY OF EL PASO DE ROBLES

ON-CALL CONSTRUCTION CONTRACT

WATER DISTRIBUTION SYSTEM REPAIRS

1. PARTIES AND DATE.

This Contract is made and entered into this ______ day of __________________, 2022 by and between the City of El Paso de Robles, a public agency and public corporation of the State of California (“City”) and _____________________________________________, a _____________________________________________ [***INSERT TYPE OF ENTITY - CORPORATION, PARTNERSHIP, SOLE PROPRIETORSHIP OR OTHER LEGAL ENTITY***] with its principal place of business at _______________________________________________ ________________________________________________ [***INSERT ADDRESS***] (“Contractor”). City and Contractor are sometimes individually referred to as “Party” and collectively as “Parties” in this Contract.

2. RECITALS.

2.1 City. City is a public agency organized under the laws of the State of California, with power to contract for services necessary to achieve its purpose.

2.2 Contractor. Contractor desires to perform and assume responsibility for the provision of certain construction services required by the City on the terms and conditions set forth in this Contract and in the task order(s) to be issued pursuant to this Contract and executed by the City and Contractor (“Task Order”). Contractor represents that it is duly licensed and experienced in providing construction of potable water mains, services, fire hydrants, valves and appurtenances including trenching, backfilling, and related construction services to 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 it is familiar with the City’s engineering standards and specifications. The following license classifications are required for this Project: Class A - General Engineering Contractor License.

2.3 Project. City desires to engage Contractor to render such services for the On-Call Water Distribution System Repairs Project (“Project”) as set forth in this Contract on an on-call, as-needed basis. There is no guarantee of any of work under this Contract other than what is specified herein or that the not-to-exceed compensation amount set forth herein will be spent.

2.4 Project Documents & Certifications. Contractor has obtained, and delivers concurrently herewith, a performance bond, a payment bond, and all insurance documentation, as required by the Contract.

3. TERMS

3.1 Incorporation of Documents. This Contract includes and hereby incorporates in full by reference the following documents, including all exhibits, drawings, specifications and documents therein, and attachments and addenda thereto:
• Scope of Work (Exhibit “A”)
• Current City Standards and Specifications (Exhibit “B”) Attachment 2

82477.07000\34650255.1
2 • Special Conditions (Exhibit “C”)
• Contractor’s Certificate Regarding Workers’ Compensation (Exhibit “D”) • Public Works Contractor Registration Certification (Exhibit “E”) • Payment and Performance Bonds (Exhibit “F”)
• Rate Schedule (Exhibit “G”)
• Sample Task Order Form (Exhibit “H”)
• Addenda
• Task Orders executed by the City including scope of work, plans, details, and supplemental specifications and requirements therein • Change Orders executed by the City

3.2 Contractor’s Basic Obligation; Scope of Work. Contractor promises and agrees, at its own cost and expense, to furnish to the City all labor, materials except those provided by the City, tools, equipment, services, and incidental and customary work necessary for the Project (hereinafter sometimes referred to as the “Work”). The type of Work to be provided is described in Exhibit “A” attached hereto and incorporated herein by reference and in the individual Task Orders issued by the City. No Work shall be performed unless authorized by this Contract and by a fully executed Task Order in the form attached hereto as Exhibit “H”. All Work shall be subject to, and performed in accordance, with this Contract, any relevant Task Order, the exhibits attached hereto and incorporated herein by reference, and all applicable local, state and federal laws, rules and regulations. The plans and specifications for the Work are further described in Exhibit “B” attached hereto and incorporated herein by this reference. Special Conditions, if any, relating to the Work are described in Exhibit “C” attached hereto and incorporated herein by this reference.

3.2.1 Change in Scope of Work. Any change in the scope of the Work, method of performance, nature of materials or price thereof, or any other matter materially affecting the performance or nature of the Work shall not be paid for or accepted unless such change, addition or deletion is approved in writing by a valid change order executed by the City. Should Contractor request a change order due to unforeseen circumstances affecting the performance of the Work, such request shall be made within five (5) business days of the date such circumstances are discovered or shall waive its right to request a change order due to such circumstances. If the Parties cannot agree on any change in price required by such change in the Work, the City may direct the Contractor to proceed with the performance of the change on a time and materials basis.

3.2.2 Substitutions/“Or Equal”. Pursuant to Public Contract Code Section 3400(b), the City may make a finding that designates certain products, things, or services by specific brand or trade name. Unless specifically designated in this Contract, whenever any material, process, or article is indicated or specified by grade, patent, or proprietary name or by name of manufacturer, such Specifications shall be deemed to be used for the purpose of facilitating the description of the material, process or article desired and shall be deemed to be followed by the words “or equal.”
Contractor may, unless otherwise stated, offer for substitution any material, process or article which shall be substantially equal or better in every respect to that so indicated or specified in this Contract. However, the City may have adopted certain uniform standards for certain materials, processes and articles. Contractor shall submit requests, together with substantiating data, for substitution of any “or equal” material, process or article no later than ten (10) days prior to performance of any Work under any Task Order which will be affected by such Attachment 2

82477.07000\34650255.1
3 requests. Provisions regarding submission of “or equal” requests shall not in any way authorize an extension of time for performance of this Contract. If a proposed “or equal” substitution request is rejected, Contractor shall be responsible for providing the specified material, process or article.

The burden of proof as to the equality of any material, process or article shall rest with Contractor.

The City has the complete and sole discretion to determine if a material, process or article is an “or equal” material, process or article that may be substituted. Data required to substantiate requests for substitutions of an “or equal” material, process or article data shall include a signed affidavit from Contractor stating that, and describing how, the substituted “or equal” material, process or article is equivalent to that specified in every way except as listed on the affidavit. Substantiating data shall include any and all illustrations, specifications, and other relevant data including catalog information which describes the requested substituted “or equal” material, process or article, and substantiates that it is an “or equal” to the material, process or article. The substantiating data must also include information regarding the durability and lifecycle cost of the requested substituted “or equal” material, process or article. Failure to submit all the required substantiating data, including the signed affidavit, to the City in a timely fashion will result in the rejection of the proposed substitution.

Contractor shall bear all of the City’s costs associated with the review of substitution requests. Contractor shall be responsible for all costs related to a substituted “or equal” material, process or article. Contractor is directed to the Special Conditions (if any) to review any findings made pursuant to Public Contract Code section 3400.

3.3 Period of Performance and Liquidated Damages. The term of this Contract shall commence on the date first set forth above and expire on June 30, 2023 unless earlier terminated as provided herein. Contractor shall complete the Work within the term of this Contract, and shall meet any other established schedules and deadlines set forth in the Task Order(s). All applicable indemnification provisions of this Contract shall remain in effect following the termination of this Contract. The Parties may, by mutual, written consent, further extend the term of this Contract for two additional one-year periods following the initial term set forth above. Pursuant to Government Code Section 53069.85, Contractor shall pay to the City as fixed and liquidated damages the sum of three-hundred dollars ($300) per day for each and every calendar day of delay beyond any completion schedule, construction schedule or Project milestones established pursuant to the Contract and any Task Order(s).

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

Attachment 2

82477.07000\34650255.1
4 3.5 Control and Payment of Subordinates; Contractual Relationship. City retains Contractor on an independent contractor basis and Contractor is not an employee of City. Any additional personnel performing the work governed by this Contract on behalf of Contractor shall at all times be under Contractor’s exclusive direction and control. Contractor shall pay all wages, salaries, and other amounts due such personnel in connection with their performance under this Contract 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, and workers’ compensation insurance.

3.6 City’s Basic Obligation. City agrees to engage and does hereby engage Contractor as an independent contractor to furnish all materials, except those provided by the City, and to perform all Work according to the terms and conditions herein contained for the sum set forth above. Except as otherwise provided in the Contract, the City shall pay to Contractor, as full consideration for the satisfactory performance by Contractor of the services and obligations required by this Contract, the below-referenced compensation in accordance with compensation provisions set forth in the Contract.

3.7 Compensation and Payment.

3.7.1 Amount of Compensation. As consideration for performance of the Work required herein, Contractor shall receive compensation, including authorized reimbursements, for all Work rendered under this Contract at the rates set forth in Exhibit “G” attached hereto and incorporated herein by reference. The maximum compensation for Work to be provided pursuant to each Task Order shall be set forth in the relevant Task Order. The total compensation to be provided under this Contract by City to Contractor, in the aggregate, shall not exceed Sixty Thousand Dollars ($75,000.00) (“Total Contract Price”) without the written approval of the City.

3.7.2 Payment of Compensation. Contractor shall submit to City a monthly itemized statement which indicates Work completed by Contractor in a format acceptable to the City. The statement shall describe the amount of Work 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. These statements shall be supported by evidence which is required by this Contract and such other documentation as the City may require. The Contractor shall certify that the Work for which payment is requested has been done and that the materials listed are stored where indicated.

3.7.3 Prompt Payment. City shall review and pay all progress payment requests in accordance with the provisions set forth in Section 20104.50 of the California Public Contract Code. However, no progress payments will be made for Work not completed in accordance with this Contract. Contractor shall comply with all applicable laws, rules and regulations relating to the proper payment of its employees, subcontractors, suppliers or others.

3.7.4 Contract Retentions. From each approved progress estimate, five percent (5%) will be deducted and retained by the City, and the remainder will be paid to Contractor. All Contract retention shall be released and paid to Contractor and subcontractors pursuant to California Public Contract Code Section 7107.

3.7.5 Other Retentions. In addition to Contract retentions, the City may deduct from each progress payment an amount necessary to protect City from loss because of: (1) liquidated damages which have accrued as of the date of the application for payment; (2) any sums expended by the City in performing any of Contractor’s obligations under the Contract which Attachment 2

82477.07000\34650255.1
5 Contractor has failed to perform or has performed inadequately; (3) defective Work not remedied; (4) stop notices as allowed by state law; (5) reasonable doubt that the Work can be completed for the unpaid balance of the Total Contract Price or within the scheduled completion date; (6) unsatisfactory prosecution of the Work by Contractor; (7) unauthorized deviations from the Contract; (8) failure of Contractor to maintain or submit on a timely basis proper and sufficient documentation as required by the Contract or by City during the prosecution of the Work; (9) erroneous or false estimates by Contractor of the value of the Work performed; (10) any sums representing expenses, losses, or damages as determined by the City, incurred by the City for which Contractor is liable under the Contract; and (11) any other sums which the City is entitled to recover from Contractor under the terms of the Contract or pursuant to state law, including Section 1727 of the California Labor Code. The failure by the City to deduct any of these sums from a progress payment shall not constitute a waiver of the City’s right to such sums.

3.7.6 Substitutions for Contract Retentions. In accordance with California Public Contract Code Section 22300, the City will permit the substitution of securities for any monies withheld by the City to ensure performance under the Contract. At the request and expense of Contractor, securities equivalent to the amount withheld shall be deposited with the City, or with a state or federally chartered bank in California as the escrow agent, and thereafter the City shall then pay such monies to Contractor as they come due. Upon satisfactory completion of the Contract, the securities shall be returned to Contractor. For purposes of this Section and Section 22300 of the Public Contract Code, the term “satisfactory completion of the contract” shall mean the time the City has issued written final acceptance of the Work and filed a Notice of Completion as required by law and provisions of this Contract. Contractor shall be the beneficial owner of any securities substituted for monies withheld and shall receive any interest thereon. The escrow agreement used for the purposes of this Section shall be in the form provided by the City.

3.7.7 Title to Work. As security for partial, progress, or other payments, title to Work for which such payments are made shall pass to the City at the time of payment. To the extent that title has not previously been vested in the City by reason of payments, full title shall pass to the City at delivery of the Work at the destination and time specified in this Contract. Such transferred title shall in each case be good, free and clear from any and all security interests, liens, or other encumbrances. Contractor promises and agrees that it will not pledge, hypothecate, or otherwise encumber the items in any manner that would result in any lien, security interest, charge, or claim upon or against said items. Such transfer of title shall not imply acceptance by the City, nor relieve Contractor from the responsibility to strictly comply with the Contract, and shall not relieve Contractor of responsibility for any loss of or damage to items.

3.7.8 Labor and Material Releases. Contractor shall furnish City with labor and material releases from all subcontractors performing work on, or furnishing materials for, the Work governed by this Contract prior to final payment by City.

3.7.9 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 16000 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. Since the Work is being performed as part of an applicable “public works” or “maintenance” project, as defined by the Prevailing Wage Laws, and since 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 Contract. Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the Work available to Attachment 2

82477.07000\34650255.1
6 interested parties upon request, and shall post copies at Contractor’s principal place of business and at the project site. Contractor shall defend, indemnify and hold the City, its 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. Contractor and any subcontractor shall forfeit a penalty of up to $200 per calendar day or portion thereof for each worker paid less than the prevailing wage rates.

3.7.10 Apprenticeable Crafts. When Contractor employs workmen in an apprenticeable craft or trade, Contractor shall comply with the provisions of Section 1777.5 of the California Labor Code with respect to the employment of properly registered apprentices upon public works. The primary responsibility for compliance with said section for all apprenticeable occupations shall be with Contractor. The Contractor or any subcontractor that is determined by the Labor Commissioner to have knowingly violated Section 1777.5 shall forfeit as a civil penalty an amount not exceeding $100 for each full calendar day of noncompliance, or such greater amount as provided by law.

3.7.11 Hours of Work. Contractor is advised that eight (8) hours labor constitutes a legal day’s work. Pursuant to Section 1813 of the California Labor Code, Contractor shall forfeit a penalty of $25.00 per worker for each day that each worker is permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week, except when payment for overtime is made at not less than one and one-half (1-1/2) times the basic rate for that worker.

3.7.12 Payroll Records. Contractor and each subcontractor shall keep an accurate payroll record, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with the public work. The payroll records shall be certified and shall be available for inspection at all reasonable hours at the principal office of Contractor in the manner provided in Labor Code section 1776. In the event of noncompliance with the requirements of this section, Contractor shall have 10 days in which to comply subsequent to receipt of written notice specifying in what respects such Contractor must comply with this section. Should noncompliance still be evident after such 10-day period, Contractor shall, as a penalty to City, forfeit not more than $100.00 for each calendar day or portion thereof, for each worker, until strict compliance is effectuated. The amount of the forfeiture is to be determined by the Labor Commissioner. A contractor who is found to have violated the provisions of law regarding wages on Public Works with the intent to defraud shall be ineligible to bid on Public Works contracts for a period of one to three years as determined by the Labor Commissioner. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, such penalties shall be withheld from progress payments then due. The responsibility for compliance with this section is on Contractor.

The requirement to submit certified payroll records directly to the Labor Commissioner under Labor Code section 1771.4 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Section 1771.4.

3.7.13 Contractor and Subcontractor Registration. Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. No bid will be accepted nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the Department of Industrial Relations to perform public work. Contractor is directed to review, fill out and execute the Public Works Contractor Registration Certification attached hereto as Exhibit “E” prior to contract Attachment 2

82477.07000\34650255.1
7 execution. Notwithstanding the foregoing, the contractor registration requirements mandated by Labor Code Sections 1725.5 and 1771.1 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Sections 1725.5 and 1771.1.

3.7.14 Labor Compliance; Stop Orders. This Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. It shall be the Contractor’s sole responsibility to evaluate and pay the cost of complying with all labor compliance requirements under this Contract and applicable law. Any stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor that affect Contractor’s performance of Work, including any delay, shall be Contractor’s sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered Contractor caused delay subject to any applicable liquidated damages and shall not be compensable by the City.

Contractor shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor.

3.8 Performance of Work; Jobsite Obligations.

3.8.1 Water Quality Management and Compliance.

3.8.1.1 Water Quality Management and Compliance. Contractor shall keep itself and all subcontractors, staff, and employees fully informed of and in compliance with all local, state and federal laws, rules and regulations that may impact, or be implicated by the performance of the Work including, without limitation, all applicable provisions of the Federal Water Pollution Control Act (33 U.S.C. §§ 1300); the California Porter-Cologne Water Quality Control Act (Cal Water Code §§ 13000-14950); local ordinances regulating discharges of storm water; and any and all regulations, policies, or permits issued pursuant to any such authority regulating the discharge of pollutants, as that term is used in the Porter-Cologne Water Quality Control Act, to any ground or surface water in the State.

3.8.1.2 Compliance with the Statewide Construction General Permit. Contractor shall comply with all conditions of the most recent iteration of the National Pollutant Discharge Elimination System General Permit for Storm Water Discharges Associated with Construction Activity, issued by the California State Water Resources Control Board (“Permit”). It shall be Contractor’s sole responsibility to file a Notice of Intent and procure coverage under the Permit for all construction activity which results in the disturbance of more than one acre of total land area or which is part of a larger common area of development or sale. Prior to initiating work, Contractor shall be solely responsible for preparing and implementing a Storm Water Pollution Prevention Plan (SWPPP) as required by the Permit. Contractor shall be responsible for procuring, implementing and complying with the provisions of the Permit and the SWPPP, including the standard provisions, and monitoring and reporting requirements as required by the Permit. The Permit requires the SWPPP to be a “living document” that changes as necessary to meet the conditions and requirements of the job site as it progresses through difference phases of construction and is subject to different weather conditions. It shall be Contractor’s sole responsibility to update the SWPPP as necessary to address conditions at the project site.

3.8.1.3 Other Water Quality Rules Regulations and Policies.

Contractor shall comply with the lawful requirements of any applicable municipality, drainage City, or local agency regarding discharges of storm water to separate storm drain systems or other Attachment 2

82477.07000\34650255.1
8 watercourses under their jurisdiction, including applicable requirements in municipal storm water management programs.

3.8.1.4 Cost of Compliance. Storm, surface, nuisance, or other waters may be encountered at various times during construction of The Work. Therefore, the Contractor, by submitting a Bid, hereby acknowledges that it has investigated the risk arising from such waters, has prepared its Bid accordingly, and assumes any and all risks and liabilities arising therefrom.

3.8.1.5 Liability for Non-Compliance. Failure to comply with the Permit is a violation of federal and state law. Pursuant to the indemnification provisions of this Contract, Contractor hereby agrees to defend, indemnify and hold harmless the City and its officials, officers, employees, volunteers and agents for any alleged violations. In addition, City may seek damages from Contractor for any delay in completing the Work in accordance with the Contract, if such delay is caused by or related to Contractor’s failure to comply with the Permit.

3.8.1.6 Reservation of Right to Defend. City reserves the right to defend any enforcement action brought against the City for Contractor’s failure to comply with the Permit or any other relevant water quality law, regulation, or policy. Pursuant to the indemnification provisions of this Contract, Contractor hereby agrees to be bound by, and to reimburse the City for the costs (including the City’s attorney’s fees) associated with, any settlement reached between the City and the relevant enforcement entity.

3.8.1.7 Training. In addition to the standard of performance requirements set forth in paragraph 3.4, Contractor warrants that all employees and subcontractors shall have sufficient skill and experience to perform the Work assigned to them without impacting water quality in violation of the laws, regulations and policies described in paragraph 3.8.1. Contractor further warrants that it, its employees and subcontractors will receive adequate training, as determined by City, regarding the requirements of the laws, regulations and policies described in paragraph 3.8.1 as they may relate to the Work provided under this Contract.

Upon request, City will provide the Contractor with a list of training programs that meet the requirements of this paragraph.

3.8.2 Safety. Contractor shall execute and maintain its work so as to avoid injury or damage to any person or property. Contractor shall comply with federal, state, and local requirements, industry standards, and the specific requirements as identified in this Contract and Task Orders relating to safety measures applicable in particular operations or kinds of work. In carrying out its Work, 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, adequate life protection and lifesaving equipment; adequate illumination for underground and night operations; instructions in accident prevention for all employees, such as machinery guards, safe walkways, scaffolds, ladders, bridges, gang planks, confined space procedures, trenching and shoring, fall protection and other safety devices, equipment and wearing apparel as are necessary or lawfully required to prevent accidents or injuries; and adequate facilities for the proper inspection and maintenance of all safety measures. Furthermore, Contractor shall prominently display the names and telephone numbers of at least two medical doctors practicing in the vicinity of the Project, as well as the telephone number of the local ambulance service, adjacent to all telephones at the Project site.

Attachment 2

82477.07000\34650255.1
9 3.8.3 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 Contract or the Work, including all Cal/OSHA requirements, and shall give all notices required by law. Contractor shall be liable for all violations of such laws and regulations in connection with Work. If Contractor observes that the drawings or specifications are at variance with any law, rule or regulation, it shall promptly notify the City in writing. Any necessary changes shall be made by written change order. If 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. City is a public entity of the State of California subject to certain provisions of the Health & Safety Code, Government Code, Public Contract Code, and Labor Code of the State. It is stipulated and agreed that all provisions of the law applicable to the public contracts of a municipality are a part of this Contract to the same extent as though set forth herein and will be complied with. Contractor shall defend, indemnify and hold City, its officials, officers, employees and agents free and harmless, pursuant to the indemnification provisions of this Contract, from any claim or liability arising out of any failure or alleged failure to comply with such laws, rules or regulations.

3.8.4 Permits and Licenses. Contractor shall be responsible for securing City permits and licenses necessary to perform the Work described herein, including, but not limited to, any required business license. While Contractor will not be charged a fee for any City permits, Contractor shall pay the City’s business license fee, if any. Any ineligible contractor or subcontractor pursuant to Labor Code Sections 1777.1 and 1777.7 may not perform work on this Project.

3.8.5 Trenching Work. If the Total Contract Price exceeds $25,000 and if the Work governed by this Contract entails excavation of any trench or trenches five (5) feet or more in depth, Contractor shall comply with all applicable provisions of the California Labor Code, including Section 6705. To this end, Contractor shall submit for City’s review and approval a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. If such plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer.

3.8.6 Hazardous Materials and Differing Conditions. As required by California Public Contract Code Section 7104, if this Contract involves digging trenches or other excavations that extend deeper than four (4) feet below the surface, Contractor shall promptly, and prior to disturbance of any conditions, notify City of: (1) any material discovered in excavation that Contractor believes to be a hazardous waste that is required to be removed to a Class I, Class II or Class III disposal site; (2) subsurface or latent physical conditions at the site differing from those indicated by City; and (3) unknown physical conditions of an unusual nature at the site, significantly different from those ordinarily encountered in such contract work. Upon notification, City shall promptly investigate the conditions to determine whether a change order is appropriate.

In the event of a dispute, Contractor shall not be excused from any scheduled completion date and shall proceed with all Work to be performed under the Contract, but shall retain all rights provided by the Contract or by law for making protests and resolving the dispute.

3.8.7 Underground Utility Facilities. To the extent required by Section 4215 of the California Government Code, City shall compensate Contractor for the costs of: (1) locating and repairing damage to underground utility facilities not caused by the failure of Contractor to exercise reasonable care; (2) removing or relocating underground utility facilities not indicated or referenced in the construction drawings, specifications, or Task Order pertaining to the Work; and Attachment 2

82477.07000\34650255.1
10 (3) equipment necessarily idled during such work. Contractor shall not be assessed liquidated damages for delay caused by failure of City to provide for removal or relocation of such utility facilities.

3.8.8 Air Quality. Contractor must fully comply with all applicable laws, rules and regulations in furnishing or using equipment and/or providing services, including, but not limited to, emissions limits and permitting requirements imposed by the California Air Resources Board (CARB). Although CARB limits and requirements are more broad, Contractor shall specifically be aware of their application to "portable equipment", which definition is considered by CARB to include any item of equipment with a fuel-powered engine. Contractor shall indemnify City against any fines or penalties imposed by CARB, or any other governmental or regulatory agency for violations of applicable laws, rules and/or regulations by Contractor, its subcontractors, or others for whom Contractor is responsible under its indemnity obligations provided for in this Contract.

3.8.9 State Recycling Mandates. Contractor shall comply with State Recycling Mandates. Any recyclable materials/debris collected by the contractor that can be feasibly diverted via reuse or recycling must be hauled by the appropriate handler for reuse or recycling.

3.9 Completion of Work. When Contractor determines that it has completed the Work required herein, Contractor shall so notify City in writing and shall furnish all labor and material releases required by this Contract. City shall thereupon inspect the Work. If the Work is not acceptable to the City, the City shall indicate to Contractor in writing the specific portions or items of Work which are unsatisfactory or incomplete. Once Contractor determines that it has completed the incomplete or unsatisfactory Work, Contractor may request a reinspection by the City. Once the Work is acceptable to City, City shall pay to Contractor the Total Contract Price remaining to be paid, less any amount which City may be authorized or directed by law to retain.

Payment of retention proceeds due to Contractor shall be made in accordance with Section 7107 of the California Public Contract Code.

3.10 Claims; Government Code Claim Compliance.

3.10.1 Intent. Effective January 1, 1991, Section 20104 et seq., of the California Public Contract Code prescribes a process utilizing informal conferences, non-binding judicial supervised mediation, and judicial arbitration to resolve disputes on construction claims of $375,000 or less. Effective January 1, 2017, Section 9204 of the Public Contract Code prescribes a process for negotiation and mediation to resolve disputes on construction claims. The intent of this Section is to implement Sections 20104 et seq. and Section 9204 of the California Public Contract Code. This Section shall be construed to be consistent with said statutes.

3.10.2 Claims. For purposes of this Section, “Claim” means a separate demand by the Contractor, after a change order duly requested in accordance with the terms of this Contract has been denied by the City, for (A) a time extension, (B) payment of money or damages arising from Work done by or on behalf of the Contractor pursuant to the Contract, or (C) an amount the payment of which is disputed by the City. Claims governed by this Section may not be filed unless and until the Contractor completes all procedures for giving notice of delay or change and for the requesting of a time extension or change order, including but not necessarily limited to the change order procedures contained herein, and Contractor’s request for a change has been denied in whole or in part. Claims governed by this Section must be filed no later than the date of final payment. The claim shall be submitted in writing to the City and shall include on its first page the following in 16 point capital font: “THIS IS A CLAIM.” Furthermore, the claim shall include the documents necessary to substantiate the claim. Nothing in this Section is Attachment 2

82477.07000\34650255.1
11 intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims, including all requirements pertaining to compensation or payment for extra Work, disputed Work, and/or changed conditions. Failure to follow such contractual requirements shall bar any claims or subsequent lawsuits for compensation or payment thereon.

3.10.3 Supporting Documentation. The Contractor shall submit all claims in the following format:

3.10.3.1 Summary of claim merit and price, reference Contract Document provisions pursuant to which the claim is made

3.10.3.2 List of documents relating to claim:
(A) Specifications
(B) Drawings
(C) Clarifications (Requests for Information)
(D) Schedules
(E) Other

3.10.3.3 Chronology of events and correspondence

3.10.3.4 Analysis of claim merit

3.10.3.5 Analysis of claim cost

3.10.3.6 Time impact analysis in CPM format

3.10.4 City’s Response. Upon receipt of a claim pursuant to this Section, City shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the Contractor a written statement identifying what portion of the claim is disputed and what portion is undisputed. Any payment due on an undisputed portion of the claim will be processed and made within 60 days after the public entity issues its written statement.

3.10.4.1 If City needs approval from its governing body to provide the Contractor a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, City shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the Contractor a written statement identifying the disputed portion and the undisputed portion.

3.10.4.2 Within 30 days of receipt of a claim, City may request in writing additional documentation supporting the claim or relating to defenses or claims City may have against the Contractor. If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of City and the Contractor.

3.10.4.3 City’s written response to the claim, as further documented, shall be submitted to the Contractor within 30 days (if the claim is less than $50,000, within 15 Attachment 2

82477.07000\34650255.1
12 days) after receipt of the further documentation, or within a period of time no greater than that taken by the Contractor in producing the additional information or requested documentation, whichever is greater.

3.10.5 Meet and Confer. If the Contractor disputes City’s written response, or City fails to respond within the time prescribed, the Contractor may so notify City, in writing, either within 15 days of receipt of City’s response or within 15 days of City’s failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand, City shall schedule a meet and confer conference within 30 days for settlement of the dispute.

3.10.6 Mediation. Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, City shall provide the Contractor a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after City issues its written statement. Any disputed portion of the claim, as identified by the Contractor in writing, shall be submitted to nonbinding mediation, with City and the Contractor sharing the associated costs equally. City and Contractor shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing, unless the parties agree to select a mediator at a later time.

3.10.6.1 If the Parties cannot agree upon a mediator, each Party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each Party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator.

3.10.6.2 For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the Parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section.

3.10.6.3 Unless otherwise agreed to by City and the Contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced.

3.10.6.4 The mediation shall be held no earlier than the date the Contractor completes the Work or the date that the Contractor last performs Work, whichever is earlier. All unresolved claims shall be considered jointly in a single mediation, unless a new unrelated claim arises after mediation is completed.

3.10.7 Procedures After Mediation. If following the mediation, the claim or any portion remains in dispute, the Contractor must file a claim pursuant to Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the Contractor submits his or her written claim pursuant to subdivision (a) until the time the claim is denied, including any period of time utilized by the meet and confer conference or mediation.

3.10.8 Civil Actions. The following procedures are established for all civil actions filed to resolve claims subject to this Section:

Attachment 2

82477.07000\34650255.1
13 3.10.8.1 Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties or unless mediation was held prior to commencement of the action in accordance with Public Contract Code section 9204 and the terms of these procedures. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court.

3.10.8.2 If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1114.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil Procedure) shall apply to any proceeding brought under this subdivision consistent with the rules pertaining to judicial arbitration.

3.10.8.3 In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, (A) arbitrators shall, when possible, be experienced in construction law, and (B) any party appealing an arbitration award who does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, also pay the attorney’s fees on appeal of the other party.

3.10.9 Government Code Claims. In addition to any and all contract requirements pertaining to notices of and requests for compensation or payment for extra work, disputed work, claims and/or changed conditions, Contractor must comply with the claim procedures set forth in Government Code sections 900 et seq. prior to filing any lawsuit against the City. Such Government Code claims and any subsequent lawsuit based upon the Government Code claims shall be limited to those matters that remain unresolved after all procedures pertaining to extra work, disputed work, claims, and/or changed conditions have been followed by Contractor. If no such Government Code claim is submitted, or if any prerequisite contractual requirements are not otherwise satisfied as specified herein, Contractor shall be barred from bringing and maintaining a valid lawsuit against the City. A Government Code claim must be filed no earlier than the date the work is completed or the date the Contractor last performs work on the Project, whichever occurs first. A Government Code claim shall be inclusive of all unresolved claims unless a new unrelated claim arises after the Government Code claim is submitted.

3.10.10 Non-Waiver. City’s failure to respond to a claim from the Contractor within the time periods described in this Section or to otherwise meet the time requirements of this Section shall result in the claim being deemed rejected in its entirety. City’s failure to respond shall not waive City’s rights to any subsequent procedures for the resolution of disputed claims.

3.11 Loss and Damage. Except as may otherwise be limited by law, Contractor shall be responsible for all loss and damage which may arise out of the nature of the Work agreed to herein, or from the action of the elements, or from any unforeseen difficulties which may arise or be encountered in the prosecution of the Work until the same is fully completed and accepted by City. In the event of damage proximately caused by an Act of God, as defined by Section 7105 of the Public Contract Code, the City may terminate this Contract pursuant to Section 3.17.3; provided, however, that the City needs to provide Contractor with only one (1) day advanced written notice.

3.12 Indemnification.

Attachment 2

82477.07000\34650255.1
14 3.12.1 Scope of Indemnity. To the fullest extent permitted by law, Contractor shall defend, indemnify and hold the City, its officials, employees, agents and authorized volunteers free and harmless from any and all claims, demands, causes of action, suits, actions, proceedings, costs, expenses, liability, judgments, awards, decrees, settlements, loss, damage or injury of any kind, in law or equity, to property or persons, including wrongful death, (collectively, “Claims”) in any manner arising out of, pertaining to, or incident to any alleged acts, errors or omissions, or willful misconduct of Contractor, its officials, officers, employees, subcontractors, consultants or agents in connection with the performance of the Contractor’s services, the Project, this Contract or any Task Order, including without limitation the payment of all consequential damages, expert witness fees and attorneys’ fees and other related costs and expenses. Notwithstanding the foregoing, to the extent required by Civil Code section 2782, Contractor’s indemnity obligation shall not apply to liability for damages for death or bodily injury to persons, injury to property, or any other loss, damage or expense arising from the sole or active negligence or willful misconduct of the City or the City’s agents, servants, or independent contractors who are directly responsible to the City, or for defects in design furnished by those persons.

3.12.2 Additional Indemnity Obligations. Contractor shall defend, with counsel of City’s choosing and at Contractor's own cost, expense and risk, any and all Claims covered by this section that may be brought or instituted against City or its officials, employees, agents and authorized volunteers. In addition, Contractor shall pay and satisfy any judgment, award or decree that may be rendered against City or its officials, employees, agents and authorized volunteers as part of any such claim, suit, action or other proceeding. Contractor shall also reimburse City for the cost of any settlement paid by City or its officials, employees, agents and authorized volunteers as part of any such claim, suit, action or other proceeding. Such reimbursement shall include payment for City's attorney's fees and costs, including expert witness fees. Contractor shall reimburse City and its officials, employees, agents and authorized volunteers, for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Contractor's obligation to indemnify shall not be restricted to insurance proceeds, if any, received by the City, its officials, employees, agents and authorized volunteers.

3.13 Insurance.

3.13.1 Time for Compliance. Contractor shall not commence Work under this Contract 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. Failure to provide and maintain all required insurance shall be grounds for the City to terminate this Contract for cause.

3.13.2 Minimum Requirements. Contractor shall, at its expense, procure and maintain for the duration of the Contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the Work hereunder by Contractor, its agents, representatives, employees or subcontractors. Contractor shall also require all of its subcontractors to procure and maintain the same insurance for the duration of the Contract. Such insurance shall meet at least the following minimum levels of coverage:

3.13.2.1 Minimum Scope of Insurance. Coverage shall be at least as broad as the latest version of the following: (1) General Liability: Insurance Services Office Attachment 2

82477.07000\34650255.1
15 Commercial General Liability coverage (occurrence form CG 00 01) OR Insurance Services Office Owners and Contractors Protective Liability Coverage Form (CG 00 09 11 88) (coverage for operations of designated contractor); (2) Automobile Liability: Insurance Services Office Business Auto Coverage form number CA 00 01, code 1 (any auto); and (3) Workers’ Compensation and Employer’s Liability: Workers’ Compensation insurance as required by the State of California and Employer’s Liability Insurance. Policies shall not contain exclusions contrary to this Contract.

3.13.2.2 Minimum Limits of Insurance. Contractor shall maintain limits no less than: (1) General Liability: $2,000,000 per occurrence and $4,000,000 aggregate for bodily injury, personal injury and property damage; (2) Automobile Liability: $2,000,000 per accident for bodily injury and property damage; and (3) Workers’ Compensation and Employer’s Liability: Workers’ compensation limits as required by the Labor Code of the State of California.

Employer’s Liability limits of $1,000,000 each accident, policy limit bodily injury or disease, and each employee bodily injury or disease. Defense costs shall be available in addition to the limits.

Notwithstanding the minimum limits specified herein, any available coverage shall be provided to the parties required to be named as additional insureds pursuant to this Contract.

3.13.3 Insurance Endorsements. The insurance policies shall contain the following provisions, or Contractor shall provide endorsements (amendments) on forms supplied or approved by the City to add the following provisions to the insurance policies:

3.13.3.1 General Liability. (1) Such policy shall give the City, its officials, employees, agents and authorized volunteers additional insured status using ISO endorsements CG20 10 10 01 plus CG20 37 10 01, or endorsements providing the exact same coverage, with respect to the Work or operations performed by or on behalf of Contractor, including materials, parts or equipment furnished in connection with such work; (2) all policies shall waive or shall permit Contractor to waive all rights of subrogation which may be obtained by the Contractor or any insurer by virtue of payment of any loss or any coverage provided to any person named as an additional insured pursuant to this Contract, and Contractor agrees to waive all such rights of subrogation; and (3) the insurance coverage shall be primary insurance as respects the City, its officials, employees, agents and authorized volunteers, or if excess, shall stand in an unbroken chain of coverage excess of Contractor’s scheduled underlying coverage.

Any insurance or self-insurance maintained by the City, its officials, employees, agents and authorized volunteers shall be excess of Contractor’s insurance and shall not be called upon to contribute with it.

3.13.3.2 Automobile Liability. (1) Such policy shall give the City, its officials, employees, agents and authorized volunteers additional insured status with respect to the ownership, operation, maintenance, use, loading or unloading of any auto owned, leased, hired or borrowed by Contractor or for which Contractor is responsible; (2) all policies shall waive or shall permit Contractor to waive all rights of subrogation which may be obtained by the Contractor or any insurer by virtue of payment of any loss or any coverage provided to any person named as an additional insured pursuant to this Contract, and Contractor agrees to waive all such rights of subrogation; and (3) the insurance coverage shall be primary insurance as respects the City, its officials, employees, agents and authorized volunteers, or if excess, shall stand in an unbroken chain of coverage excess of Contractor’s scheduled underlying coverage. Any insurance or self-insurance maintained by the City, its officials, employees, agents and authorized volunteers shall be excess of Contractor’s insurance and shall not be called upon to contribute with it in any way.

Attachment 2

82477.07000\34650255.1
16 3.13.3.3 Workers’ Compensation and Employer’s Liability Coverage.

The insurer shall agree to waive all rights of subrogation against the City, its officials, employees, agents and authorized volunteers for losses paid under the terms of the insurance policy which arise from work performed by Contractor.

3.13.3.4 All Coverages. Each insurance policy required by this Contract shall be endorsed to state that: (1) coverage shall not be suspended, voided, reduced or canceled except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City; and (2) any failure to comply with reporting or other provisions of the policies, including breaches of warranties, shall not affect coverage provided to the City, its officials, employees, agents and authorized volunteers.

3.13.4 Separation of Insureds; No Special Limitations. All insurance required by this Section shall contain standard separation of insureds provisions. In addition, such insurance shall not contain any special limitations on the scope of protection afforded to the City, its officials, employees, agents and authorized volunteers.

3.13.5 Deductibles and Self-Insurance Retentions. Any deductibles or selfinsured retentions must be declared to and approved by the City. Contractor shall guarantee that, at the option of the City, either: (1) the insurer shall reduce or eliminate such deductibles or selfinsured retentions as respects the City, its officials, employees, agents and authorized volunteers; or (2) the Contractor shall procure a bond or other financial guarantee acceptable to the City guaranteeing payment of losses and related investigation costs, claims and administrative and defense expenses.

3.13.6 Acceptability of Insurers. Insurance is to be placed with insurers with a current A.M. Best’s rating no less than A:VII, licensed to do business in California, and satisfactory to the City. Exception may be made for the State Compensation Insurance Fund when not specifically rated.

3.13.7 Verification of Coverage. Contractor shall furnish City with original certificates of insurance and endorsements effecting coverage required by this Contract on forms satisfactory to the City. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf, and shall be on forms supplied or approved by the City. All certificates and endorsements must be received and approved by the City before work commences. The City reserves the right to require complete, certified copies of all required insurance policies, at any time.

3.13.8 Subcontractors. All subcontractors shall meet the requirements of this Section before commencing Work. Contractor shall furnish separate certificates and endorsements for each subcontractor. Subcontractor policies of General Liability insurance shall name the City, its officials, employees, agents and authorized volunteers as additional insureds using form ISO 20 38 04 13 or endorsements providing the exact same coverage. All coverages for subcontractors shall be subject to all of the requirements stated herein except as otherwise agreed to by the City in writing.

3.13.9 Reporting of Claims. Contractor shall report to the City, in addition to Contractor’s insurer, any and all insurance claims submitted by Contractor in connection with the Work under this Contract.

3.14 Bond Requirements.

Attachment 2

82477.07000\34650255.1
17 3.14.1 Payment Bond. If required by law or otherwise specifically requested by City in Exhibit “C” attached hereto and incorporated herein by reference, Contractor shall execute and provide to City concurrently with this Contract a Payment Bond in an amount required by the City and in a form provided or approved by the City. If such bond is required, no payment will be made to Contractor until the bond has been received and approved by the City.

3.14.2 Performance Bond. If specifically requested by City in Exhibit “C” attached hereto and incorporated herein by reference, Contractor shall execute and provide to City concurrently with this Contract a Performance Bond in an amount required by the City and in a form provided or approved by the City. If such bond is required, no payment will be made to Contractor until the bond has been received and approved by the City.

3.14.3 Bond Provisions. Should, in City’s sole opinion, any bond become insufficient or any surety be found to be unsatisfactory, Contractor shall renew or replace the effected bond within (ten) 10 days of receiving notice from 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 Contract until any replacement bonds required by this Section are accepted by the City. To the extent, if any, that the Total Contract Price is increased in accordance with the Contract, Contractor shall, upon request of the City, cause the amount of the bond to be increased accordingly and shall promptly deliver satisfactory evidence of such increase to the City. If Contractor fails to furnish any required bond, the City may terminate the Contract for cause.

3.14.4 Surety Qualifications. Only bonds executed by an admitted surety insurer, as defined in California Code of Civil Procedure Section 995.120, shall be accepted. 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.

3.15 Warranty. Contractor warrants all Work under the Contract (which for purposes of this Section shall be deemed to include unauthorized work which has not been removed and any non-conforming materials incorporated into the Work) to be of good quality and free from any defective or faulty material and workmanship. Contractor agrees that for a period of one year (or the period of time specified elsewhere in the Contract or in any guarantee or warranty provided by any manufacturer or supplier of equipment or materials incorporated into the Work, whichever is later) after the date of final acceptance, Contractor shall within ten (10) days after being notified in writing by the City of any defect in the Work or non-conformance of the Work to the Contract, commence and prosecute with due diligence all Work necessary to fulfill the terms of the warranty at its sole cost and expense. Contractor shall act sooner as requested by the City in response to an emergency. In addition, Contractor shall, at its sole cost and expense, repair and replace any portions of the Work (or work of other contractors) damaged by its defective Work or which becomes damaged in the course of repairing or replacing defective Work. For any Work so corrected, Contractor’s obligation hereunder to correct defective Work shall be reinstated for an additional one year period, commencing with the date of acceptance of such corrected Work.

Contractor shall perform such tests as the City may require to verify that any corrective actions, including, without limitation, redesign, repairs, and replacements comply with the requirements of the Contract. All costs associated with such corrective actions and testing, including the removal, replacement, and reinstitution of equipment and materials necessary to gain access, shall be the sole responsibility of Contractor. All warranties and guarantees of subcontractors, suppliers and Attachment 2

82477.07000\34650255.1
18 manufacturers with respect to any portion of the Work, whether express or implied, are deemed to be obtained by Contractor for the benefit of the City, regardless of whether or not such warranties and guarantees have been transferred or assigned to the City by separate agreement and Contractor agrees to enforce such warranties and guarantees, if necessary, on behalf of the City. In the event that Contractor fails to perform its obligations under this Section, or under any other warranty or guaranty under this Contract, to the reasonable satisfaction of the City, the City shall have the right to correct and replace any defective or non-conforming Work and any work damaged by such work or the replacement or correction thereof at Contractor’s sole expense.

Contractor shall be obligated to fully reimburse the City for any expenses incurred hereunder upon demand.

3.16 Employee/Labor Certifications.

3.16.1 Contractor’s Labor Certification. By its signature hereunder, Contractor certifies that he is aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for Worker’s 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 Work. A certification form for this purpose, which is attached to this Contract as Exhibit “D” and incorporated herein by reference, shall be executed simultaneously with this Contract.

3.16.2 Equal Opportunity Employment. Contractor represents that it is an equal opportunity employer and that it shall not discriminate against any employee or applicant for employment because of race, religion, color, national origin, ancestry, sex, age or other interests protected by the State or Federal Constitutions. Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination.

3.16.3 Verification of Employment Eligibility. By executing this Contract, Contractor verifies that it fully complies with all requirements and restrictions of state and federal law respecting the employment of undocumented aliens, including, but not limited to, the Immigration Reform and Control Act of 1986, as may be amended from time to time, and shall require all subcontractors and sub-subcontractors to comply with the same.

3.17 General Provisions.

3.17.1 City’s Representative. The City hereby designates the General Manager, or his or her designee, to act as its representative for the performance of this Contract (“City’s Representative”). City’s Representative shall have the power to act on behalf of the City for all purposes under this Contract. Contractor shall not accept direction or orders from any person other than the City’s Representative or his or her designee.

3.17.2 Contractor’s Representative. Before starting the Work, Contractor shall submit in writing the name, qualifications and experience of its proposed representative who shall be subject to the review and approval of the City (“′Contractor’s Representative”). Following approval by the City, Contractor’s Representative shall have full authority to represent and act on behalf of Contractor for all purposes under this Contract. Contractor’s Representative shall supervise and direct the Work, using his best skill and attention, and shall be responsible for all construction means, methods, techniques, sequences and procedures and for the satisfactory coordination of all portions of the Work under this Contract and as described in the relevant Task Order. Contractor’s Representative shall devote full time to the Project and either he or his Attachment 2

82477.07000\34650255.1
19 designee, who shall be acceptable to the City, shall be present at the Work site at all times that any Work is in progress and at any time that any employee or subcontractor of Contractor is present at the Work site. Arrangements for responsible supervision, acceptable to the City, shall be made for emergency Work which may be required. Should Contractor desire to change its Contractor’s Representative, Contractor shall provide the information specified above and obtain the City’s written approval.

3.17.3 Termination. This Contract may be terminated by City at any time, either with our without cause, by giving Contractor three (3) days advance written notice. In the event of termination by City for any reason other than the fault of Contractor, City shall pay Contractor for all Work performed up to that time as provided herein. In the event of breach of the Contract by Contractor, City may terminate the Contract immediately without notice, may reduce payment to Contractor in the amount necessary to offset City’s resulting damages, and may pursue any other available recourse against Contractor. Contractor may not terminate this Contract except for cause. In the event this Contract is terminated in whole or in part as provided, City may procure, upon such terms and in such manner as it may determine appropriate, services similar to those terminated. Further, if this Contract is terminated as provided, City may require Contractor to provide all finished or unfinished documents, data, diagrams, drawings, materials or other matter prepared or built by Contractor in connection with its performance of this Contract.

3.17.4 Contract Interpretation. Should any question arise regarding the meaning or import of any of the provisions of this Contract or written or oral instructions from City, the matter shall be referred to City’s Representative, whose decision shall be binding upon Contractor.

3.17.5 Anti-Trust Claims. This provision shall be operative if this Contract is applicable to California Public Contract Code Section 7103.5. In entering into this Contract to supply goods, services or materials, Contractor hereby offers and agrees to assign to the City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2, commencing with Section 16700, of Part 2 of Division 7 of the Business and Professions Code) arising from purchases of goods, services, or materials pursuant to the Contract. This assignment shall be made and become effective at the time the City tender final payment to Contractor, without further acknowledgment by the Parties.

3.17.6 Notices. All notices hereunder and communications regarding interpretation of the terms of the Contract or changes thereto shall be provided by the mailing thereof by registered or certified mail, return receipt requested, postage prepaid and addressed as follows:

CONTRACTOR: ___________________________________________________ ___________________________________________________
___________________________________________________
[***INSERT CONTRACTOR NAME AND ADDRESS***]
Attn:
____________________________________________________
[***INSERT CONTRACTOR REP. NAME AND TITLE***]
Attachment 2

82477.07000\34650255.1
20 CITY:

City of El Paso de Robles
1000 Spring Street
Paso Robles, CA 93446
Attn: Water Resources Manager
Any notice so given shall be considered received by the other Party three (3) days after deposit in the U.S. Mail as stated above and addressed to the Party at the above address. Actual notice shall be deemed adequate notice on the date actual notice occurred, regardless of the method of service.

3.17.7 Time of Essence. Time is of the essence in the performance of this Contract.

3.17.8 Assignment Forbidden. Contractor shall not, either voluntarily or by action of law, assign or transfer this Contract or any obligation, right, title or interest assumed by Contractor herein without the prior written consent of City. If Contractor attempts an assignment or transfer of this Contract or any obligation, right, title or interest herein, City may, at its option, terminate and revoke the Contract and shall thereupon be relieved from any and all obligations to Contractor or its assignee or transferee.

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

3.17.10 Laws, Venue, and Attorneys’ Fees. This Contract shall be interpreted in accordance with the laws of the State of California. If any action is brought to interpret or enforce any term of this Contract, the action shall be brought in a state or federal court situated in the County of San Luis Obispo, State of California.

3.17.11 Counterparts. This Contract may be executed in counterparts, each of which shall constitute an original.

3.17.12 Successors. The Parties do for themselves, their heirs, executors, administrators, successors, and assigns agree to the full performance of all of the provisions contained in this Contract.

3.17.13 [Reserved]

3.17.14 Solicitation. 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 Contract. 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 Contract. For breach or violation of this warranty, City shall have the right to terminate this Contract without liability.

3.17.15 Conflict of Interest. 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 Contract. 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 Contract. For breach or violation of Attachment 2

82477.07000\34650255.1
21 this warranty, City shall have the right to rescind this Contract without liability. For the term of this Contract, no official, officer or employee of City, during the term of his or her service with City, shall have any direct interest in this Contract, or obtain any present or anticipated material benefit arising therefrom. In addition, Contractor agrees to file, or to 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 Work.

3.17.16 Certification of License.

3.17.16.1 Contractor certifies that as of the date of execution of this Contract, Contractor has a current contractor’s license of the classification indicated below under Contractor’s signature.

3.17.16.2 Contractors are required by law to be licensed and regulated by the Contractors’ State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within four (4) years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within ten (10) years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors’ State License Board, P.O.

Box 26000, Sacramento, California 95826.

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

3.17.18 Entire Contract; Modification. This Contract contains the entire agreement of the Parties with respect to the subject matter hereof, and supersedes all prior negotiations, understandings or agreements. This Contract may only be modified by a writing signed by both Parties.

3.17.19 Non-Waiver. None of the provisions of this Contract shall be considered waived by either party, unless such waiver is specifically specified in writing.

3.17.20 City’s Right to Employ Other Contractors. City reserves right to employ other contractors in connection with this Project or other projects. [SIGNATURES ON NEXT PAGE]
Attachment 2

82477.07000\34650255.1
22 SIGNATURE PAGE FOR CONSTRUCTION CONTRACT

BETWEEN THE CITY OF EL PASO DE ROBLES
AND
____________________________________________________________ [***INSERT CONTRACTOR NAME***]
IN WITNESS WHEREOF, the Parties have entered into this Contract as of the ___________ day of _______________________, 2022.

CITY OF EL PASO DE ROBLES [INSERT NAME OF CONTRACTOR]
By: By:
[INSERT NAME]
[INSERT TITLE] Its:

Printed Name:

Attachment 2