San Juan Unified School District Facilities Accounting & Purchasing Department

5320 Hemlock Street, Room 1 Sacramento, CA 95841

October 31, 2017

Request for Qualifications #18-115

Design-Build Services

For

Concessions, Restroom, and Ticket Booth Projects at Five Campuses (Bella Vista, Casa Roble, Encina Preparatory, Mira Loma, and Rio Americano High Schools)

SAN JUAN UNIFIED SCHOOL DISTRICT 5320 Hemlock Street, Room 14, Sacramento, CA 95841

Page 1 of 12 Request for Qualifications

Design-Build Construction Services

San Juan Unified School District

I. INTRODUCTION

The Board of Education of the San Juan Unified School District (“SJUSD” or “District”) is inviting interested Design- Builders to submit a Statement of Qualification (“SOQ”) for the purpose of pre-qualifying as prospective Design- Build proposers for design and construction of new Concessions, Restrooms, and Ticket Booths at Five Campuses (the “Project”), located at:

Bella Vista High School, 8301 Madison Ave, Fair Oaks, CA 95628 Casa Roble High School, 9151 Oak Ave, Orangevale, CA 95662 Encina High School, 1400 Bell Street, Sacramento, CA 95825 Mira Loma High School, 4000 Edison Ave, Sacramento, CA 95821 Rio Americano High School, 4540 American River Drive, Sacramento, CA 95864 This Request for Qualifications (“RFQ”) is the first of a two-step process to select a Design-Builder for the Project. First, all interested design-builders (“Respondents”) must submit an SOQ on the form and in the format provided by the District. After the SOQs have been evaluated, the District will select/short-list up to three of the highest rated Respondents, with two alternates, to receive a Request for Proposals (“RFP”). Second, the District will evaluate the Proposals submitted in response to the RFP to identify the successful Design-Builder to whom the design-build contract for the Project will be awarded based on a determination of which Proposal provides the best value to the District for the Project. A more detailed description of the selection process is set forth in Section VII below.

The District reserves the right to find any SOQ that is incomplete or otherwise fails to respond to all requirements of this RFQ non-responsive, and to give it no further consideration. The District also reserves the right to request clarification and/or additional information from any Respondent.

Except as provided, communication with the District, including without limitation its Selection Committee or any Board member, with regard to the substance of the RFQ or any SOQ is prohibited.

Neither this RFQ nor the identification of qualified Respondents for any purpose creates any obligation whatsoever, either express or implied, for the District to award any contract. The selection of a Design-Builder is subject to approval by the District’s Board of Education (“Board”).

II. PROJECT DESCRIPTION

The project consists of construction at five (5) sites – Bella Vista, Casa Roble, Encina, Mira Loma, and Rio Americano High Schools, and includes, but is not limited to: demolition/grading at new building locations, the replacement and improvement of infrastructure and drainage systems as needed, access compliance upgrades to site and building components as required by DSA, construction of ticket booths, construction of concession/restroom buildings.

One (1) SOQ and Proposal for all sites will be submitted per DB Entity. The District will be awarding to one (1) DB Entity. At time of award, a contract will be awarded for each site.

The design and construction for the Project shall adhere to the District’s Facilities Master Plans’ Guiding Principles for design, which are included with the design standards attached hereto as Exhibit D.

The expected contract cost for each project site is estimated to be $500,000.

The contract duration is approximately 15 months and will be established in the RFP. Liquidated damages will apply to late completion, and the amount of the liquidated damages will be set in the RFP.

Page 2 of 12 The Design-Builder is required to hold a California Contractor’s License, Class B, which is current, valid and in good standing with the California Contractor’s State License Board, and is required to be registered with the Department of Industrial Relations (“DIR”) pursuant to Labor Code section 1725.5. The Architect and Principal Engineers are required to be licensed in the State of California and in good standing.

The District has engaged The DLR Group as its architectural firm to assist in the development of design criteria specific to the Project, preliminary plans, building layouts, and/or other development criteria. Accordingly, The DLR Group shall not be eligible to participate with any Respondent. Any Respondent proposing The DLR Group, or any individual affiliated with The DLR Group, as part of its design team shall not be selected for submittal of a Proposal. See also Exhibit E, identifying other conflict-of-interest prohibitions on participating as part of a Respondent.

III. SCOPE OF DESIGN-BUILDER’S WORK

The Design-Builder will be responsible for all design, permitting, agency (including, without limitation, Division of the State Architect [“DSA”]) review and approval, construction and agency (including DSA) close-out of the Project, in accordance with the design criteria to be provided by the District. Such services shall include, without limitation:

• Provide project management of Design-Builder’s work activities from design to permitting and agency approvals through completion of construction and close-out, including DSA final close-out. The District will pay all agency fees.

• Provide full design and engineering services (including, without limitation, geotechnical and survey services) necessary to complete the design and secure approval of all agencies, including, without limitation, DSA, for the Project and in accordance with the District’s Facilities Master Plans’ Guiding Principles for design and the design standards. Design services generally required are evaluation of the site and of the design criteria documents and other Project-related information; preparation of a preliminary schedule and preliminary estimate; coordinating and obtaining all planning permits; preparing design development documents, including supporting the District’s design review process, attending design review meetings and resolving review comments to the satisfaction of the District; preparing construction documents; securing design approval of DSA and other agencies; and performing work necessary to prepare and submit an acceptable Guaranteed Maximum Price (“GMP”) proposal.

• Provide accurate and timely estimates of Project costs, as will be described in the Design-Build Agreement.

• Develop the Guaranteed Maximum Price (“GMP”), in conjunction with the District, for the Project, as will be set forth in the RFP and Design-Build Agreement, and provide a commitment to the GMP. Such work will include some or all of the following, without limitation, design completion, value engineering, detailed cost estimating (including variables and options in order to meet the District’s budget), development of the different trades’ scopes of work, bidding, and preparation of a GMP proposal. A minimum of three bids is expected for each trade, except that, for work to be performed by the Design-Builder or any prequalified subcontractor listed in the Proposal, the Design-Builder shall submit sufficient information to establish that its price is competitive and reasonable for the area. A minimum participation of 20% of the construction cost from local (within District boundaries) subcontractors and suppliers is encouraged. The Design- Builder will review bids received and identify associated “zip codes” for location of business address and business owner home address. Refer to Exhibit A (District’s boundaries and associated zip codes).

• Provide all construction work necessary to complete the improvements. Construction services generally required are execution of subcontracts; provide on-site support and logistics, including but not limited to temporary construction office trailers and equipment; supervise and direct the work; ensure a safe project/site; participate in project meetings; manage the construction costs (ensure costs allocated to construction contingency have entitlement and meet the contract requirements prior to submission to the District Representative); coordinate the work with the different subcontractors in an efficient manner; update the monthly construction schedule; coordinate equipment start-up and acceptance testing; training; prepare record construction documents; and close-out of the project. The campus and general site vicinity is expected to be occupied during the construction phase.

• Provide construction planning, phasing and scheduling during design and through construction completion.

Page 3 of 12 • Develop and maintain a Project schedule that incorporates all tasks and approvals of all involved parties necessary to complete the Project within the contract durations.

• Provide preconstruction and construction quality assurance.

The Design-Builder will be required to use the District’s MIS online software (Autodesk Constructware) for all Contract Administration responsibilities. Design-Builder will be responsible for the Internet connectivity on site.

IV. CRITICAL DATES

A. Submittal Due Dates:

Respondents shall submit SOQs in the format specified in Section VII below, which shall include the form attached hereto as Exhibit B. Each shall be submitted in a sealed envelope or box identifying the Respondent’s name and contact information, and the RFQ number.

Completed SOQs are due no later than December 1, 2017 at 2:00 p.m. SOQs submitted after this time will not be accepted and will be returned unopened. The District will evaluate and score all SOQs and will identify and notify those Respondents that have been qualified to submit in response to the Request for Proposals.

Completed SOQs shall be delivered to:

San Juan Unified School District Facilities Accounting & Purchasing Department 5320 Hemlock Street Sacramento, CA 95841 Attn: Aida Gonzalez, Lead Buyer

B. Tentative Selection Process Schedule:

The procurement is expected to progress according to the following timeline, but the District reserves the right to change key dates and actions as the need arises:

• October 30, 2017 – RFQ Issued and uploaded to District’s web site (http://www.sanjuan.edu//site/Default.aspx?PageID=596) • November 15, 2017 - Mandatory pre-submittal conference and site walks, locations and times below: Meet at parking lot by track/fields at each campus o 8:00am Casa Robles High School - 9151 Oak Avenue, Orangevale, CA 95662 o 8:45am Bella Vista High School - 8301 Madison Ave, Fair Oaks, CA 95628 o 9:30am Mira Loma High School - 4000 Edison Ave, Sacramento, CA 95821 o 10:15am Encina Preparatory High School - 1400 Bell Street, Sacramento, CA 95825 o 11:00am Rio Americano High School - 4540 American River Drive, Sacramento, CA 95864 • November 16, 2017, 2:00 p.m. – Deadline to submit RFQ questions via email • November 21, 2017 – Questions related to RFQ and answers released and posted to District website • November 21, 2017 – RFQ Addenda issued and posted to District website (if required) • December 1, 2017, 2:00 p.m. – Deadline to submit SOQ • December 8, 2017 – Shortlist and alternates published and RFP issued to shortlist • December 13, 2017, 2:00 p.m. Mandatory Pre-proposal conference at La Entrada, Room 14, 5320 Hemlock Street, Sacramento, CA 95841 • December 15, 2017, 2:00 p.m. - Deadline to submit RFP questions via email • December 22, 2017 – Questions related to RFP and answers released and posted to District website • December 22, 2017 – RFP Addenda issued and posted to District website (if required) • January 8 – January 10, 2018 – Anticipated confidential meetings with proposers (if applicable) • January 17, 2018, 2:00 p.m. – Final proposals due • January 24 – January 26, 2018 – Anticipated interview dates (if applicable) • January 26, 2018 – Anticipated District notification to intended awardee • February 13, 2018 – Anticipated date of Board action on award

Page 4 of 12 V. ADDITIONAL INFORMATION

A. Communication Regarding the RFQ/P:

Except as provided, communication with the District regarding the substance of the RFQ, RFP or any Proposal outside of the Pre-proposal conference or interview or negotiation process discussed herein, including without limitation communication with its Selection Committee or any Board member, is prohibited. Notwithstanding the foregoing, potential Respondents may direct questions related to this RFQ to:

Aida Gonzalez, Lead Buyer San Juan Unified School District [email protected]

All questions are to be emailed with the subject line of RFQ 18-115.

The District shall not be obligated to respond to any question unless it is submitted in writing. The District shall be bound only by written responses to questions contained in an addendum to the RFQ. Oral responses, or email responses, shall not be binding on the District.

B. Investigation of Respondent’s Qualifications:

The District may investigate the qualifications of, and/or information provided by, all firms under consideration to confirm any part of the information furnished by the Respondents or any Respondent’s responsibility. Qualification of Respondents will be reviewed based on the submitted SOQ and any other information available to the District. The District reserves the right to request additional information at any time, which, in its sole opinion, is necessary to assure that the firm’s competence, number of qualified employees, business organization and financial resources are adequate to perform the required services for the District.

C. Reservation of the District’s Rights:

The District reserves the right to find any SOQ that is incomplete, not in the required format, or otherwise fails to respond to all requirements of this RFQ non-responsive, and to give it no further consideration. The District reserves the right to waive any immaterial deviation from the requirements of this RFQ. The District may request clarification and/or additional information from any Respondent.

The District reserves the right to short-list any Respondent based on its sole discretion and judgment of the qualifications and capabilities of the firm, applying the evaluation and selection criteria stated herein. The District also reserves the right to cancel the RFQ or RFP, modify any requirements contained within the RFQ or RFP, request a revised response from all Respondents and/or to reject all SOQs. Neither this RFQ, nor the identification of qualified Respondents creates any obligation whatsoever, either express or implied, for the District to award any contract or for the Board to approve any proposed contract award.

D. Addenda:

In its discretion, the District may, at any time, issue one or more addenda to this RFQ revising or clarifying requirements of this RFQ or the Project, which may include extending the date that SOQs are due and/or responding to questions about this RFQ. The District will post any addenda to its website (http://www.sanjuan.edu//site/Default.aspx?PageID=596). Respondents are responsible for verifying that they have obtained all addenda. Each Respondent must, in its SOQ, acknowledge each addendum that has been issued. Failure to acknowledge any addendum in the SOQ may render the Respondent ineligible to be short-listed, unless the addendum does nothing other than extend the SOQ deadline. In no event shall the District be responsible for any failure of a Respondent to verify that it has received all addenda.

Page 5 of 12 E. Cost of Responding to the RFQ and RFP:

Each Respondent is responsible for any and all costs that it incurs in connection with responding to this RFQ, including, without limitation, costs associated with preparation and submission of an SOQ and expenses associated with responding to further inquiries from the District. The District will not reimburse any Respondent for any such costs or expenses. The District may, at its sole option, elect to pay a stipend to the shortlisted proposers who are not selected as the successful Design-Builder for the Project. Any such stipend will be identified in the RFP and, if provided for, shall be the District’s sole financial commitment for any and all costs incurred in connection with responding to the RFP, including without limitation, expenses associated with travel to any presentation, interview, negotiation or other meeting.

F. Privacy and Confidential Information:

Information in the completed SOQ that is not a public record pursuant to the California Public Records Act (Chapter 3.5 or Division 7 of Title 1 of the Government Code, commencing with Section 6250) (“Act”) shall not be open to public inspection.

The District will open and review responses privately to assure confidentiality and to avoid disclosure of the contents to competing Respondents prior to and during the review and evaluation process. However, upon notification of intent to award the design-build agreement, portions of the contents of the SOQs may become subject to release to the extent required by the Act.

VI. CONTRACT PARAMETERS

A. Public Works Registration:

Notice is hereby given that this project is a public works project within the requirements of Division 2, Part 7, Chapter 1 of the California Labor Code. Respondents must be registered with DIR pursuant to Labor Code section 1725.5 by the due date for SOQs. Failure of a Respondent to be registered by that date will render its SOQ non-responsive and preclude selection to submit a Proposal. The selected Design-Builder’s subcontractors, truckers and any suppliers and/or vendors subject to California’s prevailing wage laws are required to be registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 at the time of Proposal submittal for members of the design-build team, or by the bidding deadline for trade work awarded after award of the design- build agreement.

B. Budgets / Costs:

The District will require an open book policy with the Design-Builder. The District, through itself or its authorized agents and consultants, expects to have access to design information, subcontractor/supplier information (bids, actual contracts, associated change orders and correspondence), value engineering back-up, contingency breakdown and tracking, general conditions breakdown and tracking, actual costs for bonds and insurance, and all of Design-Builder’s financial and cost records for the Project.

VII. SELECTION PROCESS

The purpose of this RFQ is to enable the District to develop a short-list of Respondents who will be invited to submit Proposals in response to an RFP and who shall be evaluated for final selection so that the District may select the most qualified firm that provides the best value to the District and with whom the District intends to contract for completion of the design and construction of the Project. A review and selection committee composed of key District officials and consultants will review and evaluate all SOQs based on the scoring criteria identified below. The total scores will be used to rank the Respondents and to create the short list of up to three firms, with up to two alternates. Respondents not on the short list or selected as alternates will not be eligible for further consideration on this Project.

The District reserves the right, in its sole discretion, to cancel this RFQ, issue a new RFQ, reject any or all SOQs, seek or obtain data from any source that has the potential to improve the understanding and evaluation of responses to this RFQ, seek and receive clarifications to an SOQ, and waive any deficiencies, irregularities or technicalities in considering and evaluating the SOQs.

Page 6 of 12 Respondents on the short-list will be invited to submit a Proposal in response to an RFP. If any of the Respondents on the short-list declines to submit a Proposal, then the alternate(s), in order of their ranking, may be invited to submit a Proposal. The District will evaluate the Proposals submitted in response to the RFP to identify the successful Design-Builder to whom the design-build contract for the Project will be awarded based on a determination of which Proposal provides the best value to the District for the Project.

At the time of submitting Proposals, Respondents will be required to identify either their selected mechanical, electrical, and plumbing (“MEP”) subcontractors or multiple MEP subcontractors for any such trade that will be invited to compete for the work. Any subcontractors so listed by the Respondent must be prequalified in accordance with the District’s standard prequalification procedures at the time that the Proposals are due. The District’s prequalification application is available at the following website: https://sjusd.qualitybidders.com/. Respondents are encouraged to have MEP subcontractors submit qualification applications early, as the deadline to submit Proposals will not be extended to allow for prequalification.

In selecting the Design-Builder from the final proposers, the District reserves the right in its sole discretion to interview proposers and/or to request draft Proposals and conduct discussions or negotiations with Proposers based on the draft Proposals prior to the deadline to submit final Proposals. Factors the District may consider in determining which Proposal provides the best value to the District may include, without limitation:

• Proposed design approach • Life cycle costs over 15 years or more • Project features • Project functions • Technical design expertise • Construction expertise with similar projects • Skilled labor force availability • Acceptable safety record • Price

Compliance with Education Code section 17250.25(b) is required for this Project. Respondents must submit a fully completed form attached as Exhibit B hereto and provide all required materials in the format specified. Respondents must submit information for 1) the General Contractor, 2) the Architect of Record, and 3) all relevant principal engineers, including the Structural Engineer, the Civil Engineer, and the MEP Engineer. Exhibit B must be signed under penalty of perjury by every member of Respondent (the design-build entity) or the Respondent will not be selected to submit a Proposal.

Exhibit B shall be scored “Pass/Fail.” Other questions are scored as specified below.

Additionally, the District may, in its sole discretion, conduct interviews of references provided by Respondents on Exhibit B. Sample interview questions are attached hereto as Exhibit C.

The SOQ should be clear, concise, complete, well organized and demonstrate both Respondent’s qualifications and its ability to follow instructions.

Provide one (1) signed original SOQ (marked “original”) and four (4) copies, each in a three ring binder, and two (2) pdf files in electronic form, each on a separate flash drive. In the event of any discrepancy between the hard copy and the pdf copies of the SOQ, the hard copy will control.

All Respondents shall follow the order and format specified below. Please tab each section of the SOQ to correspond to the numbers shown below under “Body of Submittal.”

1. Submittal Cover

Include the RFQ’s title and submittal due date, the name, address, e-mail address, fax number, and telephone number of Respondent, including each member of the Design-Build entity.

Page 7 of 12 2. Table of Contents

Include complete and clear listings of heading and pages to allow easy reference to key information.

3. Body of Submittal and Points

For purposes of the following, “associates” shall mean an entity’s officers, directors, qualifying individual(s) for a contractor, and owners of more than 10% of the company.

For purposes of the following, “DBE” shall mean the proposed Design-Build Entity.

The following sections should be included in the order listed Points

1. A cover letter signed by an officer of Respondent, or signed by another person with authority to act on behalf of and bind Respondent. Indicate contact person(s) for 0 Points the project. Acknowledge all addenda in the cover letter. The letter shall clearly indicate that the individual signing for the Respondent has carefully read and understands the requirements of this RFQ, and that the Respondent commits to comply with all provisions in the RFQ.

2. All issued addenda. 0 Points

3. Provide documentation that Respondent possesses licensing to perform design 0 Points and construction in the State of California. The required license for construction will be a California Contractors' Class B license. Provide the DBE’s and Contractor’s DIR registration number.

4. Completed Exhibit B form, with required attachments. Pass/Fail

5. Describe the proposed DBE. At a minimum, include the following:

30 Points a. Is the proposed DBE an integrated Design-Build company, joint venture, partnership, etc.

b. Indicate key firms that committed to perform the work, including the capability and capacity of each firm, company size, services provided, geographic location, number of employees and other information that would be considered important to adequately describe each firm.

c. Indicate previous experience in working with these partners on other projects which are similar in size, scope and nature.

d. Describe the proposed organization and the roles and responsibilities for the firms for both design and construction.

e. Provide an organizational chart, showing the proposed DBE team organizational structure with lines identifying participants who are responsible for major functions to be performed and their supporting relationships in managing, designing and constructing the Project.

f. Describe the DBE's ability to self-perform construction work.

g. Include any signatory requirements to Union participation.

h. Identify whether the key firms have a local office (Sacramento County) and local experience in the Sacramento Valley area.

Page 8 of 12 i. Identify the Experience Modification Rate (“EMR”) for each member of the DBE, and for the DBE itself if it has a separately-established EMR.

6. Describe the history of any disputes and performance problems encountered by any member of the DBE. At a minimum, discuss any of the following that have

occurred:

a. Suspension of any license held by the Contractor, the Architect, or any Primary Engineer or their associates, or other disciplinary action taken against any such professional by an administrative agency with oversight responsibility over the professional, within the last ten years b. CAL OSHA or Federal OSHA finding against Contractor or its associates 60 Points of any “serious,” “willful” or “repeat” violations of its safety or health regulations in the past five years.

c. EPA, any Air Quality Management District, or any Regional Water Quality Control Board finding against Contractor or its associates or the owner of a project on which Contractor was the prime contractor in the past five years. d. In the past five years, any violation by Contractor or its associates of any provision of California apprenticeship laws or regulations, or the laws pertaining to use of apprentices on public works, or the laws requiring use of a “skilled and trained workforce” on certain public works projects. e. Payment by the Contractor, the Architect, or any Primary Engineer of liquidated damages of $50,000 or more in the last five years. f. Termination of the Contractor, the Architect, any Primary Engineer, or their associates for default on a design or construction contract within the last ten years. g. Revocation or suspension of any license, credential, or registration held by the DBE, the Contractor, the Architect, any Principal Engineer, or any of their associates in the past ten years. h. In the past five years, cancellation of any insurance policy or refusal of any insurance company to renew an insurance policy held by the DBE, the Contractor, the Architect, or any Principal Engineer due to non-payment of premiums or losses claimed. i. Any finding by any public entity in the past five years that the DBE, the Contractor, the Architect, or any Principal Engineer was not a “responsible” bidder or proposer. j. Any finding by a court or arbitrator in the past ten years that the DBE, the Contractor, the Architect, any Principal Engineer, or any of their associates was liable for making any false claim or material misrepresentation to a public agency or entity. k. Withdrawal for any reason from a design-build proposal by the Contractor, the Architect, or any Principal Engineer after an award to a design-build team that included that company. l. Any judgments against the DBE, the Contractor, the Architect, or any Principal Engineer in the past five years in actions in court or arbitration involving disputes between the party and the owner of a construction project. This includes matters in which the DBE, the Contractor, the Architect, or any Principal Engineer was either plaintiff or defendant, and includes matters settled after judgment was announced. m. Any claims in excess of $100,000 made in the past five years which were either a) asserted by the DBE, the Contractor, the Architect, or any Principal Engineer against a project owner in arbitration or litigation and

Page 9 of 12 compromised for 45% or less than the amount asserted or b) asserted against the DBE, the Contractor, the Architect, or any Principal Engineer by a project owner in arbitration or litigation and compromised for 55% or more than the amount asserted.

7. Identify the key personnel proposed to work on the Project, providing the names and levels of responsibility of the principal managers and technical personnel who

will be directly responsible for the day-to-day design and construction activities. Provide qualifications of key project personnel, including the name, project assignment and firm association. Project key personnel shall include all design disciplines, including engineering disciplines. Provide an organization chart of the key individuals proposed for the Project. Provide résumés (in an appendix) and background information regarding their experience and what specific job responsibilities they will perform. Projects referenced on résumés should include 50 Points contract value and start and finish dates, and delivery method (e.g., design-build, lease-leaseback, construction manager at risk, or design-bid-build). Provide information regarding previous work experience of personnel from different firms working together on projects of similar size, scope and nature. At a minimum, the above information shall be provided for the following: • Project Principal/Executive in Charge • Project Manager • Quality Assurance/Control Manager • Construction Manager/Project Superintendent • Safety Manager • Lead Project Scheduler • Design Team Manager • Lead Architect • Lead Structural Engineer • Lead MEP Engineer(s) • Lead Civil Engineer

Indicate whether any of the individuals have a certification from the Design Build Institute of America (DBIA). No substitution of personnel identified will be allowed without the District’s approval.

8. Identify Respondent’s proposed General Contractor’s experience with similar K-12 and higher education public school projects in California completed in the last 10

years awarded under the design-build, design-bid-build, lease-leaseback, and/or construction manager at risk methods. Please include brief project description, 30 Points contracting method, constructed values, dates (start and completion), names of owner contacts, and names of architect/engineer contacts. Lease-leaseback and construction manager at risk projects should be listed only where a competitive selection process was used to select the Contractor.

9. Identify Respondent’s proposed design firm’s experience with designing similar K- 12 and higher education public school projects in California, including such 40 Points projects that were approved by DSA, in the last 10 years. Please include brief project description, project delivery method, design cost, original contract amount for construction and final contract amount for construction (with explanation, if appropriate), date of submittal to DSA, and names of owner contacts.

10. Identify Respondent’s proposed team’s experience with design-build projects completed in the last 10 years, focusing on similar projects and whether or not

Respondent’s proposed team members worked together as part of the design- build team for the project(s). Please identify the owner’s contact information, 60 Points include a brief project description, state constructed values, and provide dates

Page 10 of 12 (start and completion). Clearly identify any and all such projects where the team member exceeded the originally established Guaranteed Maximum Price (“GMP”), identifying the initial contract value, the amount by which the project exceeded the GMP, and the reasons for exceeding the GMP. Provide at least one current contact name and contact information for each such project.

11. Describe Respondent’s proposed approach to providing design-build services to the District, including how Respondent will effectively complete the project on

schedule and within budget, including, without limitation:

• Describe how the Respondent would intend to manage the Project during 60 Points design and construction. • Describe the proposed processes for handing field problems and the assuring the Designer of Record involvement throughout the construction period. • Describe the process for interacting with the District program and project manager and consulting team to ensure conformance with the design criteria and intent for the Project. • Describe processes for cost control, managing the project budget and dealing with out of scope work items. • Describe capabilities for project scheduling. Include typical software programs utilized and experience of personnel in these programs. Discuss briefly the plan for scheduling of this Project, including tracking and schedule updates. • Describe the worker safety program and how construction safety would be managed for the Project. • Describe how the Contractor will comply with “skilled and trained workforce requirements,” including stating whether the Contractor operates its own State-approved apprenticeship program. • Include any creative methodology or technology that Respondent uses, or unique resources that Respondent can offer. Topics should include discussion of past experience with innovative project delivery techniques likely to promote the goals of the District.

Emphasis should be placed on the team’s ability to work in a deeply collaborative manner as part of the District’s team, and specifically how this will change the individuals’ roles from those typically required in public school construction.

12. Discuss capabilities, experience and intent for using Computer Aided Design and Drafting (CADD) and Building Information Modeling (BIM). Identify the number of 20 Points projects where Respondent has utilized BIM and whether Respondent has “in- house” BIM capabilities.

13. An enforceable commitment that, if selected to submit a proposal in response to the RFP and if selected as the Design-Builder, the DBE and its subcontractors at 0 Points every tier will use a “skilled and trained workforce,” as defined in Education Code section 17250.25(c)(1)(B), to perform all work on the project that falls within an apprenticeable occupation in the building and construction trades.

14. Certification by the DBE and its members under penalty of perjury under the laws 0 Points of the State of California that the information provided in the SOQ is true and correct.

Page 11 of 12 TOTAL Maximum Points: 350 Points

NOTE Ensure you have all attachments:

Exhibit A: SJUSD Boundary & Zip Codes

Exhibit B: Statement of Qualifications

Exhibit C: Reference Interview Questions

Exhibit D: SJUSD District’s Facilities Master Plans’ Guiding Principles and SJUSD Design Standards

Exhibit E: Conflict of Interest Prohibitions

END OF RFQ #18-115

Page 12 of 12 95678 Exhibit A: SJUSD Boundary & Zip Codes

95626 WALNUT 0 8

95843 N

R U

ANTELOPE B

U A 0 8

RN BU

U L A LD E O Z

A 95621 95610 H 95662 95671

T

U

N

L

95673 95842 A

W

GREENBACK

95660 95630

S

K

A O

N R

R I U A

B ADISON M F U A

E

S 95652 I

R N

N 95841 A

U

U J

S

N A

0 S 8 95628 95838 WALNUT

80 H A Z E L RN BU ENGLE AU

95608 E 95821 S I

R

N MARCONI U T S

T U

T N

A

L A

W

EL CAMINO W

95815 95670

N

R

E

T S

ARDEN A E 95742

95825

N

O T

E 95864

L

W

U O

F ZIP Codes in San Juan USD H ZIP Codes 95819 95827 Major Streets San Juan USD Boundary E 95826 95655

EXHIBIT B – Projects Under $10 Million

I. INFORMATION ABOUT DESIGN-BUILDER

General Contractor Name: ______

Architect of Record Name: ______

Structural Engineer Name: ______

Civil Engineer Name: ______

Mechanical/Electrical/Plumbing Engineer Name(s): ______

______

______

Other Principal Engineer Name (specify expertise): ______

Design-Build Entity Contact Person: ______

Address: ______

______

Phone: ______Fax: ______E-mail: ______

DIR Registration Number: ______

Insurance Company: ______

Insurance Co. Agent: ______Agent’s Phone: ______

Insurance Co. Address: ______

If the Design-Build Entity is a privately-held corporation, limited liability company, partnership, or joint venture, then identify all shareholders, partners, or members known at the time of submitting the SOQ who will perform work on the Project: ______

______

If the Design-Build Entity is a corporation, limited liability company, partnership, joint venture, or other legal entity, a copy of the organizational documents or the agreement committing to form the organization must be included with the SOQ or the Entity will not be included on the short list of Proposers.

Page 1 of 7

A. General Contractor

Company Name: ______(as it appears on license) Check One: Corporation _____ Partnership _____ Date of formation/incorporation: ______LLC _____ Sole Prop. _____ Contractor DIR Registration Number: ______Joint Ven. _____

Contractor License Numbers held by Company, with classifications and expiration dates:

______

Contact Person: ______

Address: ______

Phone: ______Fax: ______E-mail: ______

If Company is a sole proprietor or partnership, identify Owners(s) of Company as follows: Name Position Years with Co. % Ownership

Contractor’s Bonding Co./Surety: ______

Surety Agent: ______Surety Agent’s Phone: ______

Surety’s Address: ______

Company’s Bonding Capacity: ______

Has there been a change in the Company’s Surety within the last three (3) years? Yes___ No___ (If yes, identify other sureties and explain on a separate signed page.)

Has there been a change in ownership of the Company within the last three (3) years? Yes___ No___ (If yes, explain on a separate signed page.) NOTE: A publicly-traded corporation is not required to answer this question. Has the Company changed names or license number in the past five (5) years? Yes___ No___ (If yes, explain on a separate signed page, including the reason for the change.)

Has any owner, Contractor State License Board qualifier, or corporate officer operated as a contractor under any other name or license number (not listed above) in the last five years? Yes___ No___ (If yes, explain on a separate signed page.)

Page 2 of 7

B. Architect of Record

Company Name: ______(as it appears on license) Check One: Corporation _____ Partnership _____ Date of formation/incorporation: ______LLC _____ Sole Prop. _____ State of formation/incorporation: ______Joint Ven. _____

Contact Person: ______

Address: ______

Phone: ______Fax: ______E-mail: ______

If Company is a sole proprietor or partnership, identify Owners(s) of Company as follows: Name Position Years with Co. % Ownership

Insurance Company: ______

Insurance Co. Agent: ______Agent’s Phone: ______

Insurance Co. Address: ______

Has there been a change in ownership of the Company within the last three (3) years? Yes___ No___ (If yes, explain on a separate signed page.) NOTE: A publicly-traded corporation is not required to answer this question. Has the Company changed names in the past five (5) years? Yes___ No___ (If yes, explain on a separate signed page, including the reason for the change.)

Has any owner or corporate officer worked for any other architectural firm in the last five years? Yes___ No___ (If yes, explain on a separate signed page.)

Provide the following information for all known Architects who will be designing the Project:

Name License Number Years with Company Years in Practice

Attach a copy of the Architect of Record’s resume. Page 3 of 7

C. Principal Engineers – Provide the required information for each principal engineer.

Company Name: ______(as it appears on license) Check One: Corporation _____ Partnership _____ Date of formation/incorporation: ______LLC _____ Sole Prop. _____ State of formation/incorporation: ______Joint Ven. _____

License Number(s): ______

Engineering Discipline(s): ______

Contact Person: ______

Address: ______

Phone: ______Fax: ______E-mail: ______

If Company is a sole proprietor or partnership, identify Owners(s) of Company as follows: Name Position Years with Co. % Ownership

Insurance Company: ______

Insurance Co. Agent: ______Agent’s Phone: ______

Insurance Co. Address: ______

Has there been a change in ownership of the Company within the last three (3) years? Yes___ No___ (If yes, explain on a separate signed page.) NOTE: A publicly-traded corporation is not required to answer this question. Has the Company changed names or license number in the past five (5) years? Yes___ No___ (If yes, explain on a separate signed page, including the reason for the change.)

Has any owner or corporate officer worked for any other engineering firm in the last five years? Yes___ No___ (If yes, explain on a separate signed page.) Provide the following information for all known Engineers who will be working on the Project:

Name Licenses Years with Company Years in Practice

Attach a copy of the Principal Engineer’s resume. Page 4 of 7

II. PASS/FAIL REQUIREMENTS

1. General Contractor (“Contractor”) possesses a valid and current California Yes___ No___ Contractor’s license for the work that Contractor will perform.

2. Architect possesses a valid and current California professional license Yes___ No___ for the services for which Architect will be responsible.

3. Each Principal Engineer (Structural, Civil, Mechanical, Electrical, Plumbing, Yes___ No___ and Acoustical) possesses a valid and current California professional license for the services for which the Engineer will be responsible.

4. Design-Builder has a Commercial General Liability Insurance policy with a Yes___ No___ policy limit of at least $2,000,000 per occurrence/$2,000,000 per occurrence Personal Injury/ $4,000,000 aggregate for Products and Completed Operations/ $4,000,000 general aggregate from a California admitted company. NOTE: Include a certificate of insurance verifying insurance coverage.

5. Design-Builder carries or can obtain a Professional Liability Insurance policy Yes___ No___ with a policy limit of at least $5,000,000 per occurrence from a California admitted company that provides coverage on design-build contracts. NOTE: Include a commitment, in the form of a letter, from an insurer (not a broker) verifying that insurance coverage will be provided.

6. The Architect and each Engineer carries or can obtain a Professional Liability Yes___ No___ Insurance policy with a policy limit of at least $2,000,000 per occurrence from a California admitted company. NOTE: Include a copy of the certificate of insurance or a letter commitment from an insurer (not a broker) verifying that insurance coverage will be provided.

7. Contractor has a current Workers’ Compensation Insurance policy as Yes___ No___ required by the Labor Code or is legally self-insured pursuant to Labor Code section 3700 et. seq .

8. Architect has a current Workers’ Compensation Insurance policy as Yes___ No___ required by the Labor Code or is legally self-insured pursuant to Labor Code section 3700 et. seq .

9. Each Engineer has a current Workers’ Compensation Insurance policy as Yes___ No___ required by the Labor Code or is legally self-insured pursuant to Labor Code section 3700 et. seq .

10. Either Design-Builder’s experience modification rate (“EMR”) for the most Yes___ No___ recent three-year period is an average of 1.00 or less, and its average total recordable injury or illness rate and average lost work rate for the most recent three-year period does not exceed the applicable statistical standards for its business category, or the Design-Builder is a party to an alternative dispute resolution system, as provided for in Section 3201.5 of the Labor Code. Note: If the Design-Builder has not established the required information over three years, then respond as to whether each member of the Design- Build Entity meets the specified standard.

11. Contractor knows and understands its obligations regarding the employment Yes___ No___ of apprentices on public works projects and intends to comply with such requirements.

Page 5 of 7

12. Has the Design-Build Entity (and the Contractor, if different from the Design- Yes___ No___ Build Entity) attached its latest copy of a reviewed or audited financial statement with accompanying notes and supplemental information, including schedule of Contractor’s construction contracts completed and in progress? (The latest audited financial statement provided should be the most current and completed no more than 3 years before prequalification.) NOTE: A compiled financial statement is not acceptable. 13. Contractor currently is registered with the California Department of Yes___ No___ Industrial Relations for Public Works Projects. 14. Design-Build Entity’s surety (and Contractor’s surety, if Contractor is not the Yes___ No___ Design-Build Entity) is admitted by the State of California Department of Insurance to do business in the State of California. 15. Design-Build Entity’s surety (and Contractor’s surety, if Contractor is not the Yes___ No___ Design-Build Entity) is listed in the current edition of the United States Department of the Treasury’s listing of approved sureties. 16. Design-Build Entity’s surety (and Contractor’s surety, if Contractor is not the Yes___ No___ Design-Build Entity) possesses a Bests’ rating of no less than (A-) Level VII. 17. Has Contractor attached a notarized statement from its surety providing Yes___ No___ its current bonding capacity on an aggregate and per project limit? NOTE: The notarized statement must be from the surety company, not an agent or broker. 18. Has the Design-Build Entity attached a copy of the organizational Yes___ No___ documents or the agreement committing to form the organization? NOTE: Only if required above. 19. Contractor’s license has been revoked at any time in the last five years? Yes___ No___ 20. Architect’s license has been revoked at any time in the last five years? Yes___ No___ 21. Any Engineer’s license has been revoked at any time in the last five years? Yes___ No___ 22. Contractor has been required to pay back wages or penalties for its own Yes___ No___ failure to pay prevailing wages more than three times in the last five years? 23. Contractor has been “default terminated” by an owner (other than for Yes___ No___ convenience) or its surety has completed or paid for completion of a contract within the last five years. 24. Contractor is ineligible to bid on or be awarded any local, state or Yes___ No___ federal public works contract, or to perform as a general contractor or subcontractor on any such public works contract, pursuant to either Labor Code section 1777.1 or Labor Code section 1777.7 or any other local, state or federal law or regulation. 25. At any time during the last five years, has any member of the Design-Build Yes___ No___ Entity, or any of their owners, partners, members, officers, or key personnel been convicted of a crime involving a) the awarding of a local, state, or federal contract, b) the bidding or the performance of a local, state or federal contract, or c) a crime involving any federal, state or local law related to construction, fraud, theft, or other act of dishonesty? 26. Is the Contractor, the Architect, or any Principal Engineer currently the debtor Yes___ No___ in a bankruptcy case? Page 6 of 7

In order to pass, Respondent must answer “yes” to questions 1-18, and answer “no” to questions 19-26.

The undersigned members of ______(“Design-Build Entity”) hereby declare, under penalty of perjury under the laws of the State of California, that all information provided in Design-Build Entity’s Statement of Qualifications is true and correct. Signature Page

General Contractor: ______Printed Signature: ______Dated: ______

Architect of Record: ______Printed Signature: ______Dated: ______

Structural Engineer: ______Printed Signature: ______Dated: ______

Civil Engineer: ______Printed Signature: ______Dated: ______

Mechanical Engineer: ______Printed Signature: ______Dated: ______

Electrical Engineer: ______Printed Signature: ______Dated: ______

Plumbing Engineer: ______Printed Signature: ______Dated: ______

Other Principal Engineer (as needed):______Printed Signature: ______Dated: ______

Page 7 of 7

Exhibit D: SJUSD District’s Facilities Master Plans’ Guiding Principles and SJUSD Design Standards 2014 Facility Master Plan Volume 1: Executive Summary

roadmap to success

San Juan Unified School District

2014 Facility Master Plan

Volume 1: Executive Summary Contents

Research & Discovery 1.1 Introduction...... 11

1.2 Process Overview...... 16

1.3 about San Juan USD...... 18

1.4 district Growth & Enrollment...... 24

1.5 research & Information Gathered...... 29

1.6 Status of Projects Completed Under Previous Bonds...... 30

1.7 the Core Planning Group ...... 33

1.8 San Juan USD Strategic Plan ...... 38

1.9 Establishing Guiding Principles for Design...... 40

Facility Assessments 2.1 Introduction...... 47

2.2 Process Overview...... 48

2.3 Educational Adequacy Assessments ...... 50

2.4 Sustainability...... 52

2.5 Facility Physical Condition Needs Assessment Summary & Observations ...... 53

2.6 Physical Condition Assessment Grading Criteria & Results. . . . . 61

2.7 replacement Cost Index Calculation...... 64

2.8 other Assessment Considerations...... 66

2.9 technology Infrastructure/Replacement Needs Assessment. . . . . 69

Community Outreach 3.1 Introduction...... 73

3.2 Process Overview...... 74

3.3 Summary of Priorities ...... 78 Master Planning 4.1 Introduction...... 85

4.2 Planning Approach...... 86

4.3 the Master Plan...... 87

Implementation 5.1 introduction & Process...... 217

5.2 the Project Lists...... 218

5.3 What Does It Cost?...... 220

5.4 Prioritization of Projects...... 224

5.5 Project Funding Opportunities ...... 228

Educational Specifications 6.1 Introduction...... 233

6.2 Purpose...... 234

6.3 Process to Develop Educational Specifications ...... 235

6.4 Key Considerations of Educational Specifications...... 238 mEASURE n 7.1 Introduction...... 243

7.2 Bond Plan Program...... 255 mEASURE x-z future bonds 8.1 Introduction...... 259 Preface June 2014

Over the past 14 months, DLR Group and our team have worked with San Juan Unified School District and their community to develop a comprehensive Facility Master Plan and Educational Specifications. The results and recommendations made within this document and supporting documents are a result of the process that included the physical assessment of 82 sites and educational adequacy review of 66 active school sites; creation of master plans, project lists and recommendations for those 66 sites; master plan costing; and educational specifications. This document and its digital data are intended to be a living “roadmap” for the future of San Juan USD that identifies some $1.5 billion in “needs” and “wants” projects, along with an additional $400 million in ongoing non- identified projects.

DLR Group extends particular thanks to the following participants for making this happen:

San Juan Unified School District

• Superintendent Kent Kern for leadership and direction

• Brett Mitchell for keeping things on track

Architects of Achievement

• Victoria Bergsagel for assistance on educational adequacy, community forums and educational specifications

Here is to the future of San Juan Unified School District.

Gary J. Gery, AIA Program Director DLR Group

DLR Group | 7 1Chapter 1 Research & Discovery

1.1 Introduction

1.1.1 Purpose With the passage in November 2012 of Measure N, a General Obligation Bond for $350 million, the San Juan Unified School District enlisted DLR Group to do a physical assessment of all San Juan USD facilities and prepare a Facility Master Plan (FMP) for the District. As a District with schools predominantly built in the 1950s and 60s, an overall assessment of the physical conditions and educational environments of facilities is critical in planning for today and the future of the District. The comprehensive Facility Master Plan shall be used by the District to determine the needs and projects to be done under Measure N as well as providing a roadmap and vision of school sites 20 years into the future. The Facility Master Plan will determine the overall costs of upgrading school sites throughout the District and to outline the needs and amounts for future general obligation bonds.

The specific purpose and goals of the SJUSD Facility Master Plan are as follows:

1. Assess the physical conditions of all sites and determine the “needs” for repair and replacement, prioritized based on the critical nature of improvements

2. Determine the cost of physical condition improvements on sites

3. Assess educational adequacy and functionality of school sites and identify shortfalls for future upgrading and additions

4. Identify major projects based on educational shortfalls and campus “wants”

5. Determine the costs of educational improvement and “wants” projects

6. Prioritize all identified projects, both repair “needs” and educational “wants” based on criteria developed and set forth within the context of the process, for construction under the Measure N bond and future bonds

7. Seek community engagement and trust through community outreach activities

8. Develop Educational Specifications for elementary, middle and high school levels

9. Provide an FMP that will be a living document, easily updated and changed, as well as easily interpreted for future project development

10. Create a 20-year vision of the District’s school sites

San Juan Unified School District’s passage of Measure N was the third $350 million General Obligation Bond passed by the voters of the District. Measure S was passed in November 1998 and Measure J was passed in November 2002. The projects resulting from Measures J and S were primarily of a repair and renovation nature with some new construction, such as multi-purpose buildings, classrooms, and gymnasiums. The District is currently in the final phases of completing projects under Measure J. Measure N is intended to continue to provide repairs and upgrades to facilities while beginning on the course of transforming schools into 21st-century learning environments with a number of major projects.

DLR Group | 11 Research & Discovery

1.1.2 acknowledgements to the Participants The success of any project is dependent on the individuals participating and their commitment and support. In the development of an FMP, it was particularly important to have not only widespread involvement from the San Juan USD community, but leadership from key members of the District. DLR Group thanks San Juan USD’s Board members, administrative staff, teachers, site administrators, parents, and students who participated by giving many hours to the process because of their devotion and dedication to the District. Those who participated are too numerous to list, but we would like to thank and acknowledge those noted below who made particularly outstanding contributions.

1.1.2.1 San Juan Unified School District Board of Trustees • Lucinda Luttgen, President • Pam Costa, Vice President • Saul Hernandez, Clerk • Greg Paulo, Member • Dr. Larry Masuoka, Member

1.1.2.2 San Juan Unified School District Administration and Staff Team • Kent Kern, Superintendent (Former, Assistant Superintendent for Operations and School Support Services) • Dr. General Davie, Former Acting Superintendent • Brett Mitchell, Bond Program Manager • Cynthia Jensen, Former Director of Planning and Property Management • Tony Oddo, Manager Safe Schools Program and Modernization Coordinator

12 | San juan unified school district master plan—volume I • Executive Summary • Tom Fante, Construction Manager, M&O • Dan O’Halloran, Project Manager, Network and Telecom • Daniel Morrow, Data Networking Specialist • Cherie Chenoweth, Accounting Analyst Facilities • Maureen Harris, Administrative Assistant • Carey Galbraith, Administrative Assistant • All members of the SJUSD Maintenance and Construction Facilities Department • All members of the Core Planning Group • All members of the Prioritization Sub-committee

1.1.2.3 San Juan Unified School District School Sites All Principals, Vice Principals, teachers, site classified staff and custodial staff from all school sites who took time to attend community forums and show us around their school sites. Their passion for their sites and District, as well as their vast knowledge, were invaluable in the process.

1.1.2.4 San Juan USD Community Members and Organizations • Eric Baake, Chairman Citizens Oversight Committee • Dick Cowan, Citizens Oversight Committee • Jordi Rodriguez, Vanir Construction Management • Ronny Kagstrom, KMM Services • Danny Martin, ICS • All school music, athletic and other booster groups • All parent groups • All parents who participated in our community forums • All students who participated in our community forums

DLR Group | 13 Research & Discovery

1.1.3 The Design Team Matt Engmann Document Development Assistant DLR Group

Chris Sparks Renee Rose Andrade Document Development Graphics & Creative Lead Manager DLR Group DLR Group Paul Lewis Database Coordinator DLR Group

John Fulton Master Plan Design Assistant DLR Group

DLR Group Team

Gary Gery, AIA Program Director DLR Group

Jon Anderson, AIA Facility Assessment Manager and Education Specifications Coordinator DLR Group

Victoria Bergsagel Scott Rose, LEED AP Community Outreach, Educational Facility Facility Assessment Director Assessments and 21st-century learning Assessments DLR Group Architects of Achievement

14 | San juan unified school district master plan—volume I • Executive Summary Mark Bennett Field Team Assessor DLR Group

Eric Amber, AIA Field Team Assessor Alisa Cota, AIA DLR Group Field Team Assessor DLR Group

Karen Cicak Administrative Support DLR Group

Kathy Milano Administrative Support DLR Group Team DLR Group

Tom Duval Mechanical/Plumbing Assessments Capital Engineering

Leonard King Electrical Assessments The Engineering Enterprise

John Moreno Cost Estimating Sierra West

Chris Brown, Assoc. AIA Brett Hobza, AIA Brian Brown Master Plan Lead Designer Master Plan Designer Facility Assessment Coordination DLR Group DLR Group DLR Group

DLR Group | 15 Research & Discovery

1.2 Process Overview Using a process known as the “Roadmap to Success”, DLR Group developed a Facility Master Plan for the San Juan Unified School District over a period of 14 months, commencing in March 2013. After proceeding on the original scope of the FMP, the District added, in December 2013, the tasks of Educational Specifications for all grade levels; Educational Adequacy assessments at the elementary, middle and K-8 school sites; and prioritization of the projects in the FMP. With the additional scope of work, the overall process undertaken in the development of the San Juan Unified School District’s Facility Master Plan included the following steps or phases:

Step 1: Research and Step 2: Facility Condition and Needs Assessments Discovery (also known as A team of trained field assessors visited every site within the District to review, Pre-Planning) photograph and note physical condition deficiencies. Those observations were This phase included extensive translated into a report, as well as outlining projects and improvement costs. Each research of District archives school site was graded based on the observations related to pre-determined and records to gather major review categories, overall and improvement costs. A Replacement Cost background information to Index was developed for each site to measure the relative amount of renovation assist in overall knowledge work required against new construction. Additionally, the DLR Group design and of the District and schools, management team visited all high schools and representative elementary, middle including demographics, site and K-8 schools to study and analyze educational adequacy, equity and 21st- and building plans, and recent century learning opportunities for future projects. projects. This research provided the foundation to develop the assessment process, as well as the overall organization of the process tasks and schedule. Of particular importance in this initial phase was the selection and establishment of the District’s Core Planning Group and the Guiding Principles Step 3: Community Outreach Summit for establishing design Through a series of nine community forums, guidelines for future projects. input was gathered from parents, teachers, staff and students from every school in the District. The forums were held at each of the nine high schools and included the feeder schools located within each high school boundary. The 120-minute forums included a presentation on today’s workplace environment and 21st-century educational design trends prior to each school site developing and presenting their needs and wants to the forum. Each school site also identified their top three projects for the future master plan of the school, as well as identifying project repair needs.

16 | San juan unified school district master plan—volume I • Executive Summary roadmap to success

Step 4: Master Planning Step 5: Finalization and Implementation Drawing upon our community forums attended by over The final step involves the listing and final costing of all physical 500 people, physical assessments and educational assessment repair “needs” and educational adequacy “wants” adequacy site walks, a comprehensive master plan for all school sites and consideration of funding sources were document was produced for each school site. The master explored. Those projects were then prioritized based on over plan identifies the comprehensive repair and renovation arching District guidelines that included a ranked priority of projects, as well as new building and site enhancement project types and evaluation criteria in the form of questions. projects. Using a project identification system tied to the They were also placed into three groups of priority (immediate, Guiding Principles, a color coded master plan identifies short-term, and long-term). The initial Measure N projects were projects for completion on sites over the next 20 years. defined by site, district-wide. Other projects remain identified for future development.

Step 6: Educational Specifications This step was added during the master planning phase of the process to augment the master plan by providing more specific and detailed information about the components within the identified projects by defining specific facility needs required to complement the educational delivery. They were also created to develop consistency among similar project types from site to site to reduce inequities and simplify design of future projects. Educational specifications were developed through a series of meetings with various district staff, including curriculum, facility and site administrators.

DLR Group | 17 Research & Discovery

1.3 about San Juan Unified School District

1.3.1 history of the District Located in eastern Sacramento County, San Juan Unified School District’s beginnings are rooted in a rural agricultural community. In 1863, the Sylvan Elementary School District was formed in the rural community as the first formal school system. Within a few years, Roberts, Fair Oaks, Orange Vale and San Juan (later changed to Carmichael) school districts were formed to serve the area known today as San Juan.

These newly-formed school districts provided only an elementary education for this large geographic area. Those seeking further education had to travel to Sacramento High School to the west, which was a two and one-half hour buggy ride away. By 1913, residents of the area felt the need for increasing their level of education through a local high school. This desire was so compelling that petition drives began through the individual schools to form a high school. Within a matter of four months in that year, a meeting of the five original school districts led to the formation of a new district to provide a high school. The newly formed district was named San Juan Union High School District. Its first high school was named San Juan, which opened in the fall of 1913 and graduated its first students the following year.

Today, the District that encompasses this vast region is known as San Juan Unified School District and it has celebrated a 100-year history. From its humble and diverse beginnings, San Juan Unified has become the second largest school district in Sacramento County and the Northern San Joaquin Valley region, and the 11th largest public school district in California, based on 2014/14 enrollment figures.

Special thank you to San Juan High School graduate Dick Cowan for his historical accounts that have been excerpted herein.

SAN JUAN UNIFIED SCHOOL DISTRICT

18 | San juan unified school district master plan—volume I • Executive Summary AT A GLANCE

DLR Group | 19 Research & Discovery

1.3.2 The District Today The San Juan Unified School District is located in Sacramento County and is comprised of the city of Citrus Heights, parts of the city of Rancho Cordova, the unincorporated communities of Carmichael, Fair Oaks, North Highlands and Orangevale along with the neighborhoods of Foothill Farms, Gold River and Arden-Arcade. The District covers 77.12 square miles of area with a population of 321,293 people according to the 2010 census. Areas of the District represent the largest unincorporated population in Sacramento County.

Today, San Juan Unified operates with school facilities that were built primarily in the 1950s and 1960s. Much work has been done on the school sites over the years using a variety of funding sources, such as State of California deferred maintenance, modernization and new construction funds and general obligation bond measures S and J. However, the declining funding from the State of California for operations and deferred maintenance, as well as the overall State of California funding crisis over the last several years, has had a major impact on a District that has much of its square footage in buildings over 50 years old.

Although the schools continue to function, they are experiencing deteriorating infrastructure and many lack basic necessities from properly functioning air conditioning to current technology tools. The changing educational and technology landscape over the last 50 years have made many of the school sites outdated and, in some cases, nearly obsolete. Today’s changes in public education have brought additional challenges to the District. The new Common Core instruction brings a new vision of the classroom environment that requires adaptation of existing facilities to this new model.

One of the biggest challenges today that threatens the District is the new face of competition and choice in education. Today, more than ever, a public school district needs to market itself to retain and expand its student base. San Juan Unified is the home of some of the best educational and athletic programs in the Sacramento region and, in some cases, the state and nation. The District and its various schools are recognized for educational programs such as the IB program; science excellence; CTE programs in culinary, auto, ceramics and wood shop; ROTC programs; drama, music and band programs; TV broadcasting; and agriculture. San Juan USD high schools continue to produce winning and successful athletic programs in everything from football to water polo.

Yet, today’s more informed parents and students are seeking out the best in academics and athletics. Besides a variety of private Christian-based schools, an increased presence of charter schools continues to draw students from the district, while neighboring districts (such as Folsom-Cordova and Roseville) offer newer state-of-the-art facilities with top notch education and athletics that attract San Juan students looking for better options. The increasing competition in education puts an additional emphasis on developing a master plan that will transform school sites and create an atmosphere to attract students away from neighboring districts, charters and private schools.

20 | San juan unified school district master plan—volume I • Executive Summary 1.3.3 mission of San Juan USD As outlined in the District’s Strategic Plan, the mission of SJUSD is as follows:

DLR Group | 21 Research & Discovery

1.3.4 objectives of San Juan USD

Objective #1

All students will develop and apply 21st-century skills such as problem solving, critical and creative thinking, collaboration and applications of technology.

Objective #2

By 2015, through multiple measures, we will reduce the number of students in all groups who are not performing at proficient or advanced levels in English- language arts and math by at least 50%.

Objective #3

Achievement gaps in such areas as graduation rates, college readiness, CTE completion, and performance in standardized tests will be reduced by at least 50%.

Objective #4

Each student will successfully complete a challenging personal educational plan at each appropriate level to further his or her education AND career aspirations.

Objective #5

All students will develop and consistently demonstrate the character traits necessary to become contributing, responsible, and caring members of our diverse community.

22 | San juan unified school district master plan—volume I • Executive Summary 1.3.5 measure N The District’s continued passage of bond measures is a testament to the commitment of the San Juan community to rebuild and revitalize their schools to compete in the new educational marketplace. With the third $350 million General Obligation Bond passed by the District’s voters in 14 years, the needs for the Measure N Bond were noted as the following on the District’s Fact Sheet:

• Most San Juan Unified schools are more than 50 years old and in need of upgrades to provide adequate technology, science labs and modern classrooms.

• Deteriorating portables need to be replaced with permanent facilities and ease overcrowding at some schools.

• Aging heating, air conditioning and water systems must be upgraded to improve efficiency and save valuable funds that can directly support teaching and learning.

• San Juan Unified needs to make these improvements now to be eligible for millions of dollars in additional federal, state and local matching funds.

Given this directive and final language of the Bond, the projects that can be funded from Measure N identified in the Master Plan shall consist of the following:

• Repair and replacement of deteriorating portables with permanent modern classrooms.

• Modernization of classrooms with current learning technology to support teaching and improve learning.

• Installation of other technology infrastructure to support classroom tools.

• New energy efficient classrooms.

• Renovation and construction of physical education and career tech facilities that provide needed job skills for students and our economy.

• Repair and replacement of deteriorated roofs for improved energy efficiency and longevity.

• Repair and renovation of bathrooms at campuses to continue providing healthy and safe facilities.

• Installation of energy efficient equipment at schools to save on utility bills.

• Repair and replacement of deteriorating underground sewer and water lines.

• Improvements to ensure campus security during and after the school day.

• Repairs and upgrades for safety alarms at schools to protect learning materials and the community’s investment.

In addition to these projects, the San Juan Unified Board of Education has indicated their desire to provide a signature project at each high school site that encompasses these tenets, as well as those associated with 21st-century learning objectives in an effort to begin to realize the completion of projects identified within the Facility Master Plan.

DLR Group | 23 Research & Discovery

1.4 District Growth and Enrollment The communities within San Juan Unified saw significant growth and population increases from the 1950s through the early 1960s causing enrollment to swell. This was the era of unprecedented growth for the District with the construction of the majority of schools that continue to be in use today. The decade of the 1970s and early 1980s saw continued growth with a slower and steady increase in enrollment with another growth spurt in the late 1980s that necessitated adding several more schools to the District. Through the 1990s, the District experienced stable enrollment with minor fluctuations between 47,000 and 48,000 students. Another period of growth within the boundaries of the District pushed enrollment to an all time high in 2003 with 52,212 students. Enrollment then began to decline through 2008 falling back to the 47,000 range until rising to 49,035 as of the 2013/2014 school year.

This loss of some 5,000 students in recent years has resulted in the closure and re-purposing of a number of school sites and left other schools under enrolled for their size. Complicating the individual school enrollments has been the District’s adoption of an open enrollment policy that has further reduced numbers at older poorer schools while increasing numbers at newer, higher achieving, and more affluent schools. Currently, enrollment at high schools ranges from less than 650 to over 2,000 students; at middle schools from 600 to 1,000 students; and at elementary schools from 250 to 650 students. This disparity among school sizes further complicates the development of the Master Plan and establishment of equity between sites.

The District continues to have discussions on right-sizing of the District and the possible closure of schools due to declining enrollments. The closure of schools, right-sizing of the District and boundary adjustments are topics not considered within the scope of this Facility Master Plan. School closures are a controversial and emotional topic but a fact for a District that has experienced declining enrollment. DLR Group has assisted numerous districts in right-sizing by identifying schools for closure or sharing school site resource concepts. It is our recommendation that the district consider these topics for incorporation into the FMP at a future date.

School Size Range

2,000 1,800

s 1,600 t 1,400 1,200 1,000 800 600

Number of Studen 400 200 0 High Schools Middle Schools Elementary Schools 650–2,000 600–1,000 250–650

24 | San juan unified school district master plan—volume I • Executive Summary 1.4.1 Enrollment Summaries of Local School Districts Largest school districts in Sacramento Valley and northern San Joaquin Valley areas based on 2013 enrollment numbers:

1. Elk Grove Unified School District 62,449

2. San Juan Unified School District 49,035

3. Sacramento City Unified School District 47,031

4. Stockton Unified School District 39,486

5. Twin Rivers Unified School District 31,122

6. Lodi Unified School District 30,256

7. Manteca Unified School District 23,079

8. Folsom-Cordova Unified School District 19,356

9. Natomas Unified School District 13,164

10. Rocklin Unified School District 12,155

1.4.2 San Juan Unified School District Enrollment History

53,000

52,000

51,000 52,212

50,000 51,386 50,906 s

49,000 50,266 50,089 49,035

chool 48,000 s

47,000 48,325 4 7, 9 6 2 4 7, 75 2 4 7, 4 0 0 4 7, 3 2 7 4 7,116 4 7, 2 3 0 46,000 4 7, 2 4 5

45,000

44,000 2000–01 2001–02 2002–03 2003–04 2004–05 2005–06 2006–07 2007–08 2008–09 2009–10 2010–11 2011–12 2012–13 2013–14

DLR Group | 25 Research & Discovery

1.4.3 high School Enrollment History and Projections (2005-2015)

Enrollment by Year Projected School 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Bella Vista 1,905 1,903 1,840 1,804 1,893 1,958 2,051 2,006 2,087 2,012 1,974 Casa Roble 1,822 1,787 1,702 1,726 1,631 1,589 1,519 1,433 1,358 1,321 1,283 Del Campo 1,751 1,749 1,775 1,787 1,898 1,987 1,943 1,964 1,894 1,880 1,847 El Camino 1,602 1,604 1,695 1,651 1,748 1,726 1,670 1,710 1,617 1,655 1,591 Encina+ 757 765 738 742 644 656 966 796 745 656 608 Encina Advanced Path+ 0 0 0 0 0 150 149 114 113 121 121 San Juan* 1,018 914 847 778 662 608 623 632 662 725 760 San Juan Advanced Path* 0 0 0 0 0 0 122 142 145 146 150 Mesa Verde 1,317 1,281 1,232 1,217 1,185 1,108 1,024 999 975 905 876 Mira Loma 1,814 1,775 1,668 1,644 1,630 1,556 1,612 1,624 1,621 1,623 1,596 Rio Americano 1,764 1,756 1,715 1,665 1,661 1,670 1,624 1,580 1,523 1,462 1,454 Total 15,755 15,540 15,219 15,022 14,961 15,018 13,303 13,000 12,740 12,506 12,260 * + Indicates a shared high school site

1.4.4 middle School Enrollment History and Projections (2005-2015) Enrollment by Year Projected School 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Arcade 585 568 570 567 575 587 636 598 567 525 525 Arden 723 708 716 731 758 813 882 939 978 1003 1023 John Barrett 842 774 750 799 844 925 882 789 749 765 783 Andrew Carnegie 876 873 925 875 922 870 976 1053 1075 1061 1088 Winston Churchill 913 850 840 891 921 954 996 976 956 972 971 Louis Pasteur 813 901 850 789 709 662 748 675 668 717 702 Will Rogers 832 755 756 649 489 635 648 627 640 607 609 Sylvan 761 703 633 626 539 493 669 654 642 571 556 Total 6,445 6,132 6,140 5,927 5,757 5,939 6,397 6,311 6,275 6,221 6,257

1.4.5 K-8 School Enrollment Summaries

Enrollment by Year Projected School 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Gold River 591 661 710 658 699 757 719 728 728 745 752 Kingswood 534 555 505 507 451 570 641 634 654 654 660 Lichen 613 651 694 693 665 634 625 644 639 626 619 Orangevale 548 552 560 578 604 602 663 666 679 679 689 Sierra Oaks 415 475 503 581 605 632 649 683 682 675 668 Starr King 749 652 800 774 722 686 640 567 521 504 429 Edison Language 437 559 633 671 717 Institute Woodside 534 481 521 571 588 593 586 598 602 592 588 Total 3984 4027 4293 4362 4334 4474 4523 4520 4505 4475 4405

26 | San juan unified school district master plan—volume I • Executive Summary 1.4.6 elementary School Enrollment History and Projections (2005-2015) Enrollment by Year Projected School 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Arlington Heights 521 535 512 472 454 418 344 307 274 259 257 Cambridge Heights 424 434 430 426 413 358 358 356 356 352 343 Cameron Ranch 351 346 365 362 378 488 414 425 442 492 526 Carmichael 497 526 534 529 494 473 401 402 394 372 360 Carriage Drive 644 625 572 551 539 496 498 451 449 437 428 Citrus Heights 490 470 458 457 449 458 356 381 386 377 379 Cottage 400 400 389 422 412 423 338 313 311 312 294 James R Cowan 428 432 436 427 470 463 511 520 523 542 533 Coyle Avenue 443 475 475 487 470 430 411 400 409 401 390 Del Dayo 426 417 414 412 449 456 498 510 521 499 498 Del Paso Manor 469 486 480 481 540 556 585 586 581 581 571 Mary Deterding 504 471 524 524 569 571 673 655 617 654 660 Harry Dewey 440 438 435 445 468 478 551 550 537 567 560 Dyer-Kelly 495 464 474 468 409 379 370 393 411 397 386 Grand Oaks 485 482 462 432 427 438 394 334 327 313 284 Green Oaks 443 431 430 427 465 464 502 516 514 530 522 Greer 463 432 446 463 457 470 464 491 512 502 511 Howe 615 618 586 608 550 534 532 555 582 582 579 Thomas Kelly 390 371 361 380 350 316 329 408 401 452 463 Earl LeGette 527 517 504 501 513 589 586 592 588 602 585 Mariemont 478 458 488 514 527 565 545 565 550 560 544 Mariposa 533 569 555 542 560 549 466 422 416 380 376 Mission 423 444 439 430 467 466 516 528 509 535 528 Northridge 534 500 521 542 494 495 451 450 446 425 413 Oakview 464 515 519 501 462 464 393 370 364 368 379 Ottomon 377 436 414 438 427 401 329 317 287 257 233 Pasadena 358 371 367 355 362 332 264 255 266 267 279 Charles Peck 485 484 489 460 401 441 389 363 359 370 365 Pershing 557 560 548 537 534 585 567 577 554 599 601 Albert Schweitzer 400 446 439 411 384 412 382 363 367 361 351 Salk° 626 612 509 552 503 456 Skycrest 700 737 721 748 713 577 530 502 504 488 480 Trajan 561 564 567 537 481 463 439 477 497 526 535 Twin Lakes 716 698 627 631 633 609 647 656 631 638 627 Whitney 463 414 391 399 412 390 352 330 363 350 332 Total 16,919 16,924 16,702 16,623 16,434 16,381 15,822 15,879 15,881 16,018 15,889 ° Site became Edison Language Institute (K-8 School)

DLR Group | 27 Research & Discovery

1.4.7 charter Schools History and Projections (2005-2015) Enrollment by Year Projected School 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Choices Charter 6th-8th 36 19 27 21 11 28 18 21 28 30 32 Choices Charter 9th-12th 286 258 244 229 209 188 167 175 184 189 199 Visions Charter K-8th 960 747 815 923 1,177 1,434 1,699 2,190 2,440 2,709 2,981 Visions Charter 9th-12th 2,331 2,174 2,127 2,016 2,165 2,148 2,145 2,220 2,366 2,505 2,615 Total 3,613 3,198 3,213 3,189 3,562 3,798 4,029 4,606 5,018 5,433 5,827

28 | San juan unified school district master plan—volume I • Executive Summary 1.5 Research and Information Gathered In an effort to develop a more in-depth insight and knowledge of the San Juan Unified School District and their vast facilities to assist in assessments and master planning, the DLR Group team worked with the SJUSD staff in the planning, facility, operations, construction, and maintenance departments to research and gather the following information from archives and the District’s facility database,“constructware”:

• Site and floor plan diagrams of each school site

• CADD drawing files

• Construction drawings for various projects at school sites

• Maintenance archives and records

• Enrollment history and projections for each school site

• Existing district school boundaries

• List of projects completed, by site, from Bond Measures S and N

• List of projects, by site, proposed but not completed under previous bonds

• District educational initiatives and strategic plan

• Status of DSA non-certified projects

• Energy use studies

• District design and material standards

• List of completed “Safe Routes to Schools” projects

• Portable building conditions assessment report

• List of completed ADA upgrade projects

We wish to acknowledge the District and their construction, maintenance, facility and planning staff for their organized archives and providing access to these archives by our team.

DLR Group | 29 Research & Discovery

1.6 status of Projects Completed Under Previous Bonds Measures S and J accounted for $700 million in bond funds. The following is a summary of expenditures from those bonds, as well as funding from the State of California and “Safe Routes to Schools” grants, at each school site. A comprehensive list of school sites, number of projects and projected project value, as of October 25, 2013 is included in the Appendix.

1.6.1 high Schools Bella Vista 22 projects $4,437,582.85 Casa Roble 14 projects $8,152,664.81 Del Campo 15 projects $11,050,835.44 El Camino 14 projects $11,087327.84 Encina 15 projects $5,137,839.93 Mesa Verde 14 projects $24,005,033.50 Mira Loma 10 projects $8,770,021.52 Rio Americano 11 projects $5,418,959.66 San Juan 20 projects $35,431,763.83 El Sereno I.S. 0 projects $0 La Entrada Adv. Path 6 projects $3,392,881.26

1.6.2 middle Schools Arcade 6 projects $2,744,989.49 Arden 12 projects $12,507,601.57 Barrett, John 11 projects $3,163,702.85 Carnegie, Andrew 11 projects $4,978,880.35 Churchill, Winston 8 projects $4,355,934.38 Pasteur, Louis 9 projects $5,089,554.49 Will Rogers 8 projects $5,262,234.89 Sylvan 4 projects $2,976,115.22

1.6.3 K-8 Schools Gold River 7 projects $738,707.74 Kingswood 9 projects $705,652.64 Lichen 12 projects $5,348,453.48 Orangevale Open 3 projects $758,918.43 Sierra Oaks 11 projects $4,300,271.44 Starr King 5 projects $1,503,261.72 Edison Language Institute (formerly Jonas Salk) 14 projects $3,131,139.50 Woodside 9 projects $8,498,813.68

30 | San juan unified school district master plan—volume I • Executive Summary 1.6.4 elementary Schools Arlington Heights 7 projects $1,326,718.19 Cambridge Heights 7 projects $4,811,030.25 Cameron Ranch 3 projects $1,354,773.60 Carmichael 7 projects $2,260,495.61 Carriage Drive 6 projects $1,135,012.74 Citrus Heights 5 projects $1,141,678.48 Cottage 10 projects $3,282,033.43 Cowan 5 projects $841,770.14 Coyle Avenue 6 projects $3,400,885.15 Del Dayo 6 projects $1,518,594.31 Del Paso Manor 10 projects $3,699,636.66 Deterding 6 projects $1,439,671.68 Dewey, Harry 7 projects $3,039,478.31 Dyer-Kelly 12 projects $3,479,970.48 Grand Oaks 7 projects $2,768,703.70 Green Oaks 6 projects $1,091,218.31 Greer 9 projects $2,084,283.17 Howe Avenue 14 projects $2,415,061.28 Kelly, Thomas 7 projects $2,491,933.41 LeGette, Earl 5 projects $1,507,427.05 Mariemont 12 projects $2,216,285.49 Mariposa Avenue 9 projects $3,489,965.31 Mission Avenue 9 projects $750,428.68 Northridge 5 projects $3,350,927.90 Oakview Community 8 projects $2,105,974.24 Ottomon 5 projects $958,339.76 Pasadena 2 projects $857,447.00 Peck, Charles 6 projects $2,692,044.22 Pershing 9 projects $1,487,277.81 Schweitzer, Albert 5 projects $2,718,923.49 Skycrest 9 projects $3,499,092.59 Trajan 9 projects $5,007,522.91 Twin Lakes 7 projects $999,123.21 Whitney Avenue 6 projects $2,356,455.82

1.6.5 other District Sites-Special Education Centers Holst/La Vista Center 5 projects $1,571,953.51 Laurel Ruff 5 projects $2,944,552.24 Ralph Richardson 6 projects $2,485,475.19

DLR Group | 31 Research & Discovery

1.6.6 other District Sites-Adult Education Centers Orange Grove 5 projects $3,283,755.88 Sunrise Tech Center 3 projects $221,702.10

1.6.7 other District Sites Coleman, Thomas 4 projects $1,239,281.11 Creekside 4 projects $998,613.51 General Davie Primary Center (formerly Thomas Edison) 3 projects $903,704.89 Fair Oaks 5 projects $30,034.45 Garfield 6 projects $1,384,587.23 Kenneth Avenue 5 projects $503,940.22 Littlejohn 2 projects $324,628.86 Marshall, Marvin 9 projects $3,072,655.17 Mitchell, Billy 3 projects $488,782.29 Old Orangevale 0 projects $0 Palisades 3 projects $533,120.09 Winterstein 2 projects $18,499.05

1.6.8 unassigned Projects Includes projects at multiple sites, soft costs and projects yet to be assigned to a specific site 82 projects $20,731,385.97

32 | San juan unified school district master plan—volume I • Executive Summary 1.7 The Core Planning Group The Core Planning Group (CPG) was established as the interface between the design team and the District in the development of the Facility Master Plan. The purpose of the CPG is to provide recommendations for the development of the FMP with regards to areas to concentrate on and future designs. The CPG was comprised of a diverse mix of district administrators, site principals and teachers, facility and maintenance staff, community members and Board of Trustee members.

While meeting at key intervals through the process, the CPG provided guidance as the “Voice of San Juan” to the design team throughout the process, from assessments to prioritization of projects. The initial meeting of the CPG provided an opportunity for the members to express their areas of concern, goals, and objectives for the development of the Facility Master Plan.

We want to acknowledge and thank the following members for their participation:

• Kent Kern, SJUSD Superintendent (Former Assistant Superintendent for Operations and School Support Services)

• Thomas Swarm, SJUSD Shop Planner/CSPI

• Tom Fante, SJUSD Construction Manager/M&O

• Dan O’Halloran, SJUSD Project Manager/Network and Telecom

• Derk Garcia, SJUSD Assistant Superintendent/Secondary Education

• Peggy Haskins, Bella Vista High School Principal

• Nancy Griffin, Member, Facilities Transportation

• Saul Hernandez, SJUSD Board Member

• Greg Paulo, SJUSD Board Member

The minutes of the initial kick-off meeting, which served to set the goals and objectives, follow.

DLR Group | 33 Research & Discovery

34 | San juan unified school district master plan—volume I • Executive Summary DLR Group | 35 Research & Discovery

36 | San juan unified school district master plan—volume I • Executive Summary DLR Group | 37 Research & Discovery

1.8 san Juan Unified School District Strategic Plan In June of 2012, by a unanimous vote, the SJUSD Board of Education adopted a five-year results-based Strategic Plan. The integration of the principles outlined in the SJUSD Strategic Plan into the development of the Facility Master Plan is critical to future success and they must be considered in the establishment of the Guiding Principles. We have noted the District’s 7 strategies below and the approaches used to embrace them within the Master Plan:

Strategy 1: Ensure all Strategy 3: Ensure Strategy 2: Expand staff are implementing effective two-way human, community, effective instructional communication that is and financial resources strategies, integrating honest, transparent, and and ensure they are technology and utilizing timely to build trusting used most effectively assessment data to relationships and create to achieve your actively engage each a unified collaborative mission and objectives. student to increase learning community. Facilitate community achievement on state The planning process partnerships to be standards, 21st-century creates an environment “The Village” that teaching skills, and that encourages the enhances the learning personal educational sharing of thoughts process. The Village plans. The facility and ideas, listening can join forces to planning integrates effectively, using assist in developing 21st-century learning communication to District-wide practices into K-12 educational inform, instruct, that cultivate student

Strategies facilities through the motivate and persuade, engagement beliefs, role of technology and utilizing multiple media values, feelings, design of spaces. and technologies, and motivation, behavioral Community Forum habits, and skills that meetings. are at the crux of high levels of student engagement.

38 | San juan unified school district master plan—volume I • Executive Summary Strategy 4: Design and Strategy 5: Integrate Strategy 6: Identify, Strategy 7: Actively implement a system relevant technology model, and integrate engage families as that creates challenging into teaching, learning positive character traits, valued partners in the personal educational and system operations as well as develop education process. plans at each appropriate to best achieve your means for assessment, Through the facilitation level in collaboration mission and objectives. to help your students of community groups with students, families, Technology has become contributing, and bringing them and staff. Develop an become integral to responsible, and together with District approach that provides educational delivery, caring members of a staff in the master the foundation for and flexibility is diverse community. planning process, developing and the most important The framework to the families have been strengthening student consideration that facility master plan invited into the engagement and can be given to is a holistic view of process. their overall learning the technology learning that combines process. needs of a school’s a focus on 21st-century infrastructure— student outcomes with “learning happening innovative teaching anytime, anywhere, technology. using any device.” Technology is a major component in creating state-of-the-art, flexible learning environments.

DLR Group | 39 Research & Discovery

1.9 establishing the Guiding Principles for Design On May 17, 2013, members of the Core Planning Group, along with additional district and community members invited by the District came together with the DLR Group team at the Guiding Principles Summit to discuss the goals and objectives to be embodied in the design of all future San Juan Unified School district projects. After an introduction of the Facility Master Plan process, Victoria Bergsagel of Architects of Achievement led a presentation to participants that highlighted the current trends in educational design and included a video of the development of the Guiding Principles by the DLR Group who designed Marysville Getchell High School in the state of Washington.

Integral to the discussions on setting design principles was the review of San Juan Unified’s Strategic Plan, which represents the overall goals of the District related to their educational mission as outlined previously in section 1.8. A major objective in the development of the Guiding Principles is to provide a connection and relevance with the Strategic Plan.

After a review of sample Guiding Principles developed by other school districts, the participants were divided into four smaller groups and asked to think about the goals and objectives they considered critical to the success of the district for the future projects, while framing them in the context of the Strategic Plan. Through facilitation by the DLR Group team of Gary Gery, Jon Anderson, Renee Rose and Victoria Bergsagel, each group prepared their ideas and presented them with their supporting thoughts for consideration. The list of ideas and goals were then compared and consolidated to develop four major guiding principles with similar supporting ideas.

40 | San juan unified school district master plan—volume I • Executive Summary Those four guidelines included: collaboration, sustainability, outdoor learning and community.

The DLR Group team then took the notes and ideas collected at the summit and developed final written Guiding Principles for Design which were distributed, reviewed, edited and approved but the District. These principles, provided below, sit as the centerpiece of the master plans developed for each school site in San Juan Unified School District.

DLR Group | 41 Research & Discovery

San Juan Unified School District Guiding Principles for Design Guiding principles are critical to the work of master-planning and school design. They prove invaluable as projects unfold, help leaders focus their work, and clarify important decisions when individual interests come in conflict with overall goals. The guiding principles below will provide ongoing design direction as SJUSD makes important educational, architectural and community decisions.

Community Sustainability School and community partnerships promote real-life The capacity of buildings and programs to endure will learning experiences for students. Positive relationships, be considered, as will maintenance, operations and the as well as student voice and choice, help build community energy efficiency of practical and usable systems. Learning at all levels. Promoting responsibility and accountability, we environments will be functional, flexible and adaptable will be good neighbors, leverage community resources, pay to support changing learning cultures, programs, student attention to the design of social spaces, promote school populations, and instructional delivery methods. A variety of pride and display student work for all to experience. spaces will be available to provide personalized learning and serve a variety of needs. We are innovative in practice and future-oriented in planning.

42 | San juan unified school district master plan—volume I • Executive Summary Collaboration Outdoor Learning Real world project-based learning will permeate the culture Outdoor spaces will be maximized as an extension of the of our schools. Buildings will facilitate collaboration between classroom for learning and exploration. Campuses will be (and among) staff, students and the community, while safe, engaging and physically appealing. Indoor-outdoor providing connections in movements through the campus. connections are encouraged, ranging from seamless Learning will be active, rather than passive, and allow for transitions, to transparent views, to quality daylighting. some element of risk as students learn to compromise Aesthetics matter. and work together in teams. Projects will be engaging and student-driven, rather than “recipe-like” with forgone conclusions. Quality professional development will equip teachers for 21st-century instruction.

DLR Group | 43 Bella Vista High School

Site Plan

E-OTHER BUILDING CONSTRUCTION

Observation #10

ADA COMPLIANCE - Entry to stadium currently does not have ADA ramp access.

Recommend constructing new ramp to current code.

Observation #13

ADA COMPLIANCE - Handrails are not up to current code.

Recommend that the stair be augmented with compliant handrails.

ADA COMPLIANCE - The press box is not accessible.

Recommend constructing a ramp per code or install a chair lift to the press box level.

Observation #15

ADA COMPLIANCE - Visitor bleachers are not accessible.

Recommend constructing ADA ramp that is code compliant and accessible to the public way.

Observation #18

ADA COMPLIANCE - Drinking fountain not accessible.

Recommend replacing fixture with ADA compliant drinking fountain.

SITE UTILITIES - Drinking fountain is leaking.

Recommend replacing fixture.

_

Observation #20

ADA COMPLIANCE - There is no accessible route to the soccer field. Only a dirt hill.

Recommend constructing a new ADA compliant ramp.

F-BUILDING SITE WORK

Observation #11

ATHLETIC STRUCTURE - Ticket booth is a small wooden building that is not accessible or code compliant.

Recommend rebuilding ticket booth at grade with ticket windows at ADA height.

Observation #12

LANDSCAPE - Field grass is in very poor condition. Rough and bare spots with dead grass areas.

Recommend replacing football field with a new synthetic turf playing surface with proper drainage.

Observation #14

ADA COMPLIANCE - Drinking fountain not accessible.

Recommend replacing fixture with ADA compliant drinking fountain.

Observation #16

HARDSCAPE - Dirt and asphalt has eroded away at concrete edge and has become a safety hazard.

Recommend in filling with dirt and patching the asphalt.

Observation #17

SITE DEVELOPMENT - Railing at ramp is rusting and needs painted. Length is about 50'.

Observation #19

LANDSCAPE - A lot of dead grass. Rough, hilly land not being used for anything at this time.

Observation #21

LANDSCAPE - Rough ground at practice field.

Recommend regrading the area and replacing turf.

Observation #22

SITE DEVELOPMENT - Barbed wire fence line at back of site. Perimeter fence is not to standard height or to regulations for perimeter fencing.

Recommend adding 6 foot chain link fencing along entire property line.

Observation #23

SITE DEVELOPMENT - Fencing should be removed.

Observation #24

ATHLETIC STRUCTURES - Many storage containers on site for athletic equipment.

Recommend constructing athletic storage as a permanent building.

Observation #25

HARDSCAPE - Cracks in asphalt over entire basketball court area.

Recommend removing and replacing asphalt at hard court area.

Observation #26

SITE DEVELOPMENT - Metal bench needs repair.

Recommend removing bench and replace with a new bench similar.

| MASTER PLAN – VOLUME II | HIGH SCHOOLS

EXISTING SITE AERIAL PLAN Bella Vista High School 8301 Madison Avenue, Fair Oaks, CA 95628 MADISON AVENUE MADISON

SITE SUMMARY TOTAL ACREAGE: 50.51 ACRES SCHOOL SF: 150,421 SF YEAR BUILT: 1961 N 0 100

14 | SAN JUAN UNIFIED SCHOOL DISTRICT MASTER PLAN – BELLA VISTA HIGH SCHOOL | MASTER PLAN – VOLUME II | HIGH SCHOOLS

PROPOSED MASTER SITE AERIAL PLAN Bella Vista High School 8301 Madison Avenue, Fair Oaks, CA 95628 MADISON AVENUE MADISON

OUTDOOR LEARNING L L-1 Outdoor Access & Group Area Upgrades L-2 Art Garden / Display L-3 Outdoor Amphitheater L-4 Track & Field Turf Upgrade Mod. L-5 Aquatic Center Upgrades

COMMUNITY C C-1 Redevelop Campus Entry C-2 Performing Arts Complex C-3 Field House Complex C-4 Reconfigure Drop-Off N 0 100

16 | SAN JUAN UNIFIED SCHOOL DISTRICT MASTER PLAN – BELLA VISTA HIGH SCHOOL Rio Americano High School

Site Plan

C-SERVICES

Observation #45

DOMESTIC PLUMBING - Pool equipment is old.

Recommend replacing old pool equipment with modern equipment.

E-OTHER BUILDING CONSTRUCTION

Observation #16

ADA COMPLIANCE - Drinking fountain is not ADA compliant.

Recommend removal and installation of an ADA compliant drinking fountain.

Observation #34

ADA COMPLIANCE - Drinking fountain not compliant. 1 on each side of track.

Recommend removal and installation of an ADA compliant drinking fountain.

Observation #41

DSA COMPLIANCE - Drinking fountain not compliant.

Recommend removal and installation of an ADA compliant drinking fountain.

Observation #42

ADA COMPLIANCE - Drinking fountain not compliant.

Recommend removal and installation of an ADA compliant drinking fountain.

F-BUILDING SITE WORK

Observation #5

SITE DEVELOPMENT - Bollards align school-site fields. Not visually appealing.

Recommend redesign of landscaping lot to add a planter between sidewalk and lawn.

Observation #6

ATHLETIC STRUCTURES - Pitching bullpen not sure. High school bullpens are normally netted enclosures.

Recommend removal of pitching bullpen. Another pitching bullpen is on another field and thus, not needed here.

Observation #7

ATHLETIC STRUCTURES - Baseball dugout has deteriorating wood fascia and CMU walls that need to be painted.

Recommend replacing fascia as needed and repainting entire dugout structure.

Observation #8

ATHLETIC STRUCTURES - Bleachers are old and deteriorating. They are also not accessible.

Recommend replacing wood bleachers with accessible, aluminum, bleachers.

Observation #9

ATHLETIC STRUCTURES - Wood backstops have been damaged over the years.

Recommend replacing wood backstops in-kind or with a more durable product.

Observation #10

LANDSCAPE - Soccer field(s) are not in good condition. School site is consistently dealing with gopher holes.

Recommend re-grading site to provide a more even surface.

Recommend verification of sprinkler system coverage and adjust as required or installation of additional sprinkler heads.

Observation #11

SITE DEVELOPMENT - Common fence line with neighbors. There is an easement for neighborhood to use to river access but they choose not to use it. Perhaps additional fencing would encourage them to use said easement.

Recommend installing a property line and easement fence and also provide an asphalt paved path from side to river levee.

Observation #12

LANDSCAPE - Baseball field could be in better condition. Perhaps there are irrigation issues.

Recommend re-grading site to provide a more even surface.

Recommend verification of sprinkler system coverage and adjust as required or installation of additional sprinkler heads.

Observation #13

SITE DEVELOPMENT - Baseball field fencing is bent.

Recommend replacing fencing in-kind.

Observation #14

ATHLETIC STRUCTURES - Baseball storage facilities are not in good condition.

Recommend replacing old (non-DSA approved) structures with one larger new building.

Observation #15

LANDSCAPE - Lawn between playing fields seems to be dead.

Recommend re-grading site to provide a more even surface.

Recommend verification of sprinkler system coverage and adjust as required or installation of additional sprinkler heads.

Observation #17

SITE DEVELOPMENT - Baseball/Softball field in bad condition. Infield is covered in weeds.

Recommend re-grading site to provide a more even surface.

Recommend verification of sprinkler system coverage and adjust as required or installation of additional sprinkler heads.

Observation #18

ATHLETIC STRUCTURES - Wood backstops have been damaged over the years. Is there a more appropriately durable product that could be used?

Recommend replacing wood backstops in-kind or with a more durable product.

Observation #19

ATHLETIC STRUCTURES - Bleachers are old and deteriorating. They are also not accessible.

Recommend replacing wood bleachers with accessible, aluminum, bleachers.

Observation #20

SITE DEVELOPMENT - Wood bench in dugout deteriorating.

Recommend replacing wood dugout bench with a more durable product.

Observation #21

HARDSCAPE - Concrete pad for dugout has cracks in concrete.

Recommend replacing concrete pad in-kind.

Observation #22

LANDSCAPE - Baseball/Softball field could be in better condition. Perhaps there are irrigation issues.

Recommend re-grading site to provide a more even surface.

Recommend verification of sprinkler system coverage and adjust as required or installation of additional sprinkler heads.

Observation #23

LANDSCAPE - Baseball/Softball infield has ruts in playing surface.

Recommend re-grading site to provide a more even surface.

Recommend verification of sprinkler system coverage and adjust as required or installation of additional sprinkler heads.

Observation #25

HARDSCAPE - Tennis courts have cracks in play surface.

Recommend replacing tennis court surfacing in-kind.

Observation #26

HARDSCAPE - Asphalt paving deteriorating.

Recommend replacing asphalt surfacing with concrete.

Observation #27

SITE DEVELOPMENT - Site traffic control devices need paint.

Recommend reflective paint on all traffic control devices on campus.

Observation #28

HARDSCAPE - Cracks in concrete walkway.

Recommend replacing site concrete.

Observation #29

ATHLETIC STRUCTURES - Basketball standards in poor condition. (16)

Recommend replacing all (16) basketball standards.

Observation #30

ATHLETIC STRUCTURES - Snack Bar/Restroom Bldg. DSA#?

Recommend replacing with a new (DSA Approved) snack bar/restroom facility.

Observation #31

ATHLETIC STRUCTURES - Pole vault track is not in good condition.

Recommend replacing in-kind.

Observation #32

ATHLETIC STRUCTURES - Bleachers are currently not on site. School site rents the bleachers.

Recommend purchase and installation of permanent, accessible, bleachers.

Observation #33

ATHLETIC STRUCTURES - Athletic storage building in bad condition. Roof overhang deteriorating.

Recommend demo and building one large, DSA approved, storage building of all athletics department storage needs.

Observation #35

SITE UTILITIES - Water ponding in track surface.

Recommend verification of sprinkler system coverage and adjust as required or installation of additional sprinkler heads.

Observation #36

ATHLETIC STRUCTURES - Long jump track is not in good condition.

Recommend replace in kind.

Observation #37

ATHLETIC STRUCTURES - Athletic storage building. DSA#?

Recommend demo and building one large, DSA approved, storage building of all athletics department storage needs.

Observation #38

ATHLETIC STRUCTURES - Athletic storage building. DSA#?

Recommend demo and building one large, DSA approved, storage building of all athletics department storage needs.

Observation #39

ATHLETIC STRUCTURES - Athletic storage building. DSA#?

Recommend demo and building one large, DSA approved, storage building of all athletics department storage needs.

Observation #40

ATHLETIC STRUCTURES - CMU softball field backstop needs new paint. Current paint is peeling off.

Recommend paint removal and painting new.

Observation #44

LANDSCAPE - Lawn is dead between relocatable buildings.

Recommend verification of sprinkler system coverage and adjust as required or installation of additional sprinkler heads.

Observation #46

SITE DEVELOPMENT - Metal storage container on site.

Recommend removal and building one large, DSA approved, storage building of all athletics department storage needs.

Observation #47

HARDSCAPE - Asphalt play surface cracked and deteriorating.

Recommend replace in-kind.

Observation #48

LANDSCAPE - Lawn is dead. Perhaps area is not being irrigated.

Recommend verification of sprinkler system coverage and adjust as required or installation of additional sprinkler heads.

Observation #309

ATHLETIC STRUCTURES - Wood backstops have been damaged over the years.

Recommend replacing wood backstops in-kind or with a more durable product.

| MASTER PLAN – VOLUME II | HIGH SCHOOLS

EXISTING SITE AERIAL PLAN

Rio Americano High School

4540 American River Drive, Sacramento, CA 95864 AMERICAN RIVER DRIVE RIVER AMERICAN

SITE SUMMARY

TOTAL ACREAGE: 41.52 ACRES N SCHOOL SF: 157,402 SF 0 100 YEAR BUILT: 1964

14 | SAN JUAN UNIFIED SCHOOL DISTRICT MASTER PLAN – RIO AMERICANO HIGH SCHOOL | MASTER PLAN – VOLUME II | HIGH SCHOOLS

PROPOSED MASTER SITE AERIAL PLAN

Rio Americano High School

4540 American River Drive, Sacramento, CA 95864 AMERICAN RIVER DRIVE RIVER AMERICAN

N DESIGN PRINCIPLES 0 100 COMMUNITY SUSTAINABILITY COLLABORATION OUTDOOR LEARNING C C-1 New Performing Arts S S-1 PV Package Co Co-1 New Library / Student Union L L-1 Upgrade Amphitheater, Plaza (350 Seats) S-2 PV Shade Structure Co-2 Cafeteria Expansion & Outdoor Dining C-2 Stadium Facilities at Parking Co-3 21st-century Classroom Bldg. L-2 Outdoor Access & Group C-3 Black Box Theater Co-4 21st-century Learning Area Upgrade Expansion / Mod. Environment Mod. L-3 Track & Field Turf Upgrade C-4 Weight Room Co-5 Expand & Modernize L-4 Reconfigure Fields Admin. Offices L-5 Shade Structure Co-6 Option II : New Campus

16 | SAN JUAN UNIFIED SCHOOL DISTRICT MASTER PLAN – RIO AMERICANO HIGH SCHOOL Casa Robles High School

Site Plan A-SHELL

Observation #51

ROOF COVERINGS - No leader for gutter either end.

Observation #52

OPENINGS - Birds nesting in roll up door. Seals at sill coming out. Paint needed. D-EQUIPMENT AND FURNISHINGS

Observation #261

ATHLETIC - Rubberized surface needed so that weeds do not grow over. E-OTHER BUILDING CONSTRUCTION

Observation #45

ADA COMPLIANCE - ADA access to visitor bleacher.

Observation #46

ADA COMPLIANCE - Access at ticket booth.

Observation #47

ADA COMPLIANCE - Path of travel is not an accessible route.

Observation #48

ADA COMPLIANCE - Bleachers not accessible...no handrails. Wooden bench with fiberglass...plastic top. Observation #50

ADA COMPLIANCE - Press box not accessible. Stair’s wood is rotting.

Observation #53

ADA COMPLIANCE - Drinking fountain not accessible.

Observation #56

ADA COMPLIANCE - Bleachers are not accessible. Adjacent drinking fountain is also not accessible.

Observation #57

ADA COMPLIANCE - Bleachers do not meet ADA nor do they meet code. Observation #58

ADA COMPLIANCE - Drinking fountain not ADA.

Observation #59

ADA COMPLIANCE - Drinking fountain not accessible.

Observation #256

ADA COMPLIANCE - Bleachers are not ADA. F-BUILDING SITE WORK

Observation #44

HARDSCAPE - Concrete cracked and chipped.

Observation #49

ATHLETIC STRUCTURES - Bleachers surface. Paint legs.

Observation #54

LANDSCAPE - Grass dead. Needs real grass for discus.

SITE UTILITIES - Needs to be irrigated.

Observation #55

SITE UTILITIES - Drinking fountain leaking. Observation #257

LANDSCAPE/SITE UTILITIES – Mud. Washes over.

Observation #258

SITE DEVELOPMENT - Need fence line here continued to enclose track.

Observation #259

SITE DEVELOPMENT - Fence slats or vegetation to block view. Used to have bushes. Master Planning

PROPOSED MASTER SITE AERIAL PLAN Casa Roble Fundamental High School 9151 Oak Avenue, Orangevale, CA 95662 AK AVENUE O AK

GRANITE AVENUE N DESIGN PRINCIPLES 0 100 COMMUNITY SUSTAINABILITY COLLABORATION OUTDOOR LEARNING C C-1 Stadium Upgrades S S-1 PV Package Co Co-1 Student Union / Admin. L L-1 Outdoor Access & Group C-2 Expand / Remodel S-2 Improve Farm / Garden Media Center / Library Area Upgrade Black Box Theater S-3 Increased Green Space Co-2 Farm-to-Fork Culinary L-2 Amphitheater Addition & Program Senior Quad Upgrade Co-3 21st-century Learning L-3 Shade Structure Environment Mod.

94 | San juan unified school district master plan—volume I • Executive Summary Enicna Preparatory High School

Site Plan F-BUILDING SITE WORK

Observation #4

ATHLETIC STRUCTURES - Storage. Typical of all 3 buildings along fence line.

Recommend replacing temporary storage building with permanent structure

Observation #5

ATHLETIC STRUCTURES - Storage. Typical of all 3 buildings along fence line.

Recommend replacing temporary storage building with permanent structure.

Observation #6

SITE DEVELOPMENT - DG track in bad shape. Curbs have cracks and chunks missing. Water is ponding on track.

Recommend replacement of track and curb. Replace in-kind. Observation #7

SITE DEVELOPMENT - Long jump in bad condition.

Recommend replacement of long jump.

Observation #8

ATHLETIC STRUCTURES - Bleachers are in good condition but have not companion seating. No access to bleachers.

Recommend providing access to bleachers.

Observation #9

SITE DEVELOPMENT - Fence line is only at locations between relocate blue building of other school site.

Recommend no action.

Observation #10

SITE DEVELOPMENT - DG track in bad shape. Track has grass and weeds growing in it.

Recommend replacement of track and curb. Replace in-kind. Observation #11

SITE DEVELOPMENT - Fence at property line not secure and deteriorating.

Recommend installation of new fencing and security camera to monitor ins and outs.

Observation #12

LANDSCAPE - Field in bad condition; uneven and patchy.

Recommend regarding and re-seeding of field.

Recommend verification of sprinkler system coverage and adjust as required or installation of additional sprinkler heads.

Observation #13

SITE DEVELOPMENT - Baseball field fencing in bad condition.

Recommend fence removal and replacement.

LANDSCAPE - Lawn of baseball field patchy and uneven.

Recommend verification of sprinkler system coverage and adjust as required or installation of additional sprinkler heads. Observation #14

SITE DEVELOPMENT - Fencing at property line deteriorating. Some double fence lines.

Recommend replacement of fencing at property line.

Observation #15

LANDSCAPE - Lawns are in bad condition.

Recommend verification of sprinkler system coverage and adjust as required or installation of additional sprinkler heads.

Observation #16

ATHLETIC STRUCTURES - Bleachers not accessible.

Recommend replacement if used and provide accessible path of travel. If not, remove. Observation #17

ATHLETIC STRUCTURES - Backstop not used and in bad condition.

Recommend replacement if used. If not, remove.

Observation #18

ATHLETIC STRUCTURES - Backstop not used and in bad condition.

Recommend replacement if used. If not, remove.

Observation #19

HARDSCAPE - Old parking lot which isn't used has weeds growing out from the asphalt.

Recommend no action at this time. Study how to better utilize this portion of the site. Observation #20

LANDSCAPE - Baseball field in horrible condition. Grass is dead.

Recommend verification of sprinkler system coverage and adjust as required or installation of additional sprinkler heads.

Observation #21

ATHLETIC STRUCTURES - Bleachers are not accessible.

Recommend replacement if used and provide accessible path of travel. If not, remove.

Observation #22

LANDSCAPE - Dead lawn area.

Recommend verification of sprinkler system coverage and adjust as required or installation of additional sprinkler heads. Observation #23

ATHLETIC STRUCTURE - Snack bar with no accessible counter. DSA#?

Recommend removal and construction of new snack bar/restroom/storage facility.

Observation #24

ATHLETIC STRUCTURES - Storage building. Not accessible. DSA #?

Recommend removal and construction of new snack bar/restroom/storage facility.

Observation #25

HARDSCAPE - Cracks in asphalt play surface.

Recommend replacing asphalt paving in-kind. Observation #26

HARDSCAPE - Slope at property line.

Recommend regarding and construct retaining wall. Master Planning

PROPOSED MASTER SITE AERIAL PLAN Encina Preparatory High School 1400 Bell Street, Sacramento, CA 95825 BELL STREET BELL

HURLEY WAY N DESIGN PRINCIPLES 0 100 COMMUNITY SUSTAINABILITY COLLABORATION OUTDOOR LEARNING C C-1 Community Fitness / S S-1 PV Package Co Co-1 Library Upgrade / Expansion L L-1 Outdoor Access & Group Aquatic Center Co-2 21st-century Learning Area Upgrades C-2 New Wrestling / PE Room Environment Pod Redesign L-2 Track & Field Turf Upgrade C-3 Relocate Early Learning Co-3 Expand / Modernize Science w/ Restroom & Concessions Center Building Building Co-4 Reconfigure as Student Union L-3 Covered Dining Shade Structure

100 | San juan unified school district master plan—volume I • Executive Summary Mira Loma High School

Site Plan E-OTHER BUILDING CONSTRUCTION

Observation #158

ATHLETIC STORAGE – Temporary metal storage container which is not accessible.

Recommend replacing temporary storage container with new athletics storage/restroom/snack shack/ticket building.

Observation #159

ADA COMPLIANCE – Drinking fountain is not ADA compliant.

Recommend removal and installation of an ADA compliant drinking fountain with an accessible path of travel to the drinking fountain.

Observation #171

ADA COMPLIANCE – not only are wood bleacher deteriorating they are also non-compliant and without an accessible path of travel to them.

Recommend replacement of bleachers and provide an accessible path of travel to those bleachers. Observation #176

ATHLETIC STORAGE – Metal storage building which is not accessible.

Recommend replacing temporary storage container with new athletics storage/restroom/snack shack/ticket building.

Observation #178

See Observation #170 (Building Site Work)

Observation #180

ADA COMPLIANCE –Wood bleachers are deteriorating and also non-compliant.

Recommend replacement of bleachers. F-BUILDING SITE WORK

Observation #156

ATHLETIC STRUCTURES – Track in bad condition.

Recommend re-grading track and replacing decomposed granite surface.

Recommend replacing D.G. track for an all-weather track.

Observation #157

ATHLETIC STRUCTURES – Track curb broken.

Recommend replacing track concrete curb in-kind.

Observation #160

LANDSCAPE – Lawn is dead.

Recommend verification of sprinkler system coverage and adjust as required or installation of additional sprinkler heads. Observation #161

LANDSCAPE – Lawn is dead.

Recommend verification of sprinkler system coverage and adjust as required or installation of additional sprinkler heads.

SITE DEVELOPMENT – No accessible path of travel to bleachers.

Recommend providing an accessible path of travel to the bleachers.

Observation #162

LANDSCAPE – Lawn is dead.

Recommend verification of sprinkler system coverage and adjust as required or installation of additional sprinkler heads.

SITE DEVELOPMENT – Appropriate handrails and guardrails are missing.

Recommend placing guardrails at from of concrete walkway.

Recommend guardrails and handrails for the bleachers or just replace with compliant bleachers. Observation #163

LANDSCAPE – Lawn is dead.

Recommend verification of sprinkler system coverage and adjust as required or installation of additional sprinkler heads.

Observation #164

LANDSCAPE – Very green garden. Community operated?

Recommend no action.

Observation #165

LANDSCAPE – Lawn is dead.

Recommend verification of sprinkler system coverage and adjust as required or installation of additional sprinkler heads. Observation #166

SITE DEVELOPMENT – Fencing around discuss area deteriorating.

Recommend replacing fencing in-kind.

Observation #167

SITE DEVELOPMET – Fence in bad condition.

Recommend replacing outfield fence.

Observation #168

LANDSCAPING – Field uneven.

Recommend re-grading fields and reseeding for grass. Observation #169

ATHLETIC STRUCTURES – Baseball dugouts are deteriorating.

Recommend replacing with new dugouts.

Observation #170

ATHLETIC STRUCTURES – Backstops are deteriorating.

Recommend replacing all wood backstops in-kind or with a more durable material.

Observation #173

ATHLETIC STRUCTURES - Long jump track in bad condition.

Recommend replace in-kind. Observation #174

LANDSCAPE – Football field uneven and grass is patchy.

Recommend re-grading fields and reseeding for grass.

Recommend verification of sprinkler system coverage and adjust as required or installation of additional sprinkler heads.

*Recommend upgrade to synthetic turf field.

Observation #175

LANDSCAPE – Lawn is dead.

Recommend verification of sprinkler system coverage and adjust as required or installation of additional sprinkler heads.

Observation #177

Recommend no action. Observation #179

SITE DEVELOPMENT – Fencing bent out of shape badly.

Recommend replacement of the fencing but also raising the wood (or more durable product) siding to 2 or 3ft high. Master Planning

PROPOSED MASTER SITE AERIAL PLAN

Mira Loma High School 4000 Edison Avenue, Sacramento, CA 95821

EDISON AVENUE Y BECERRA WA BECERRA RRIS AVENUE N O RRIS

N 0 100

104 | San juan unified school district master plan—volume I • Executive Summary

2017

7 Revised & Issued May 4, 2017

I ……………………………………………………… INTRODUCTION | 03 II ………………………………………………………………. PURPOSE | 04 III ……………………………………………………. ORGANIZATION | 05 IV ……………………………………………………………. OVERVIEW | 06 Overview of 2013 California Building Energy Efficiency Standards, California Code of Regulations, Title 24, Part 6 (California Energy Code)

V …………………………………………………………… STANDARDS | 08

Drawing Standards | 08 Product & System Standards | 16

VI …………………………………………………………. REFERENCES | 42 VII …….………..………………. SHEET NAMING STANDARDS | 43 VIII …….….…..……………... DISTRICT STANDARD DETAILS | 48

I ……………………………………………………… INTRODUCTION | 03 II ………………………………………………………………. PURPOSE | 04 III ……………………………………………………. ORGANIZATION | 05 IV ……………………………………………………………. OVERVIEW | 06 Overview of 2013 California Building Energy Efficiency Standards, California Code of Regulations, Title 24, Part 6 (California Energy Code)

V …………………………………………………………… STANDARDS | 08

Drawing Standards | 08 Product & System Standards | 16

VI …………………………………………………………. REFERENCES | 42 VII …….………..………………. SHEET NAMING STANDARDS | 43 VIII …….….…..……………... DISTRICT STANDARD DETAILS | 48

I ……………………………………………………… INTRODUCTION | 03 II ………………………………………………………………. PURPOSE | 04 III ……………………………………………………. ORGANIZATION | 05 IV ……………………………………………………………. OVERVIEW | 06 Overview of 2013 California Building Energy Efficiency Standards, California Code of Regulations, Title 24, Part 6 (California Energy Code)

V …………………………………………………………… STANDARDS | 08

Drawing Standards | 08 Product & System Standards | 16

VI …………………………………………………………. REFERENCES | 42 VII …….………..………………. SHEET NAMING STANDARDS | 43 VIII …….….…..……………... DISTRICT STANDARD DETAILS | 48

II. Purpose

These Facility Design Standards are intended to These standards shall work in conjunction with achieve a high level of consistency and the District Standard Modernization standardization in the design and construction of Specifications and the 2014 SJUSD Educational new school facilities and the modernization of Specifications . Many of the standards referenced existing ones throughout the San Juan Unified in this document are further defined and cross- School District. These standards are not intended referenced to the Standard Modernization to restrict the effective or efficient design of Specification and the 2014 SJUSD Educational facilities within the District, but provide direction Specifications . The San Juan Unified School on products, materials and documentation District does not maintain a full array of standards that the District has determined are standardized specifications for new construction. important. Some flexibility to allow for minor Standardized specifications are mostly limited to deviations due to project specific circumstances the modernization of existing facilities. However, and code requirements is to be expected. Such where applicable the Standard Modernization flexibility is essential to good design, but should Specifications , along with these Facility Design not be allowed to become a means of lowering Standards will influence particular products, standards. It should be understood that in some materials, systems, warranties and other project specific circumstances certain standards requirements. While these Facility Design may not be appropriate or cannot be met due to Standards identify desired materials and particular project constraints. During the course systems, the designer of design, the design team, in conjunction with shall reference the 2014 SJUSD Educational the District and project management, should Specifications for where these products are used discuss these variances, decide how to proceed and other requirements for educational program and document accordingly. and space design. Designers of new construction projects shall become familiar with the Standard Modernization Specifications in conjunction with 03

II. Purpose

these Facility Design Standards and the 2014 when District standard modernization SJUSD Educational Specifications to guide them specifications are available. in the design of new and in the upgrade of existing school facilities. These standards are not intended to establish a defined scope of work for either new or modernization projects. Project scope will be When using the Standard Modernization established with each design team on a project Specifications , the Design Team shall be specific basis by the District. Where standard responsible for utilizing the most current version. details are provided, each design team shall be These specifications may be obtained from the responsible for utilizing them without alteration District’s construction management team or when these conditions exist. through Constructware. Designers shall avoid the reuse of previously used specification sections

04

The Product and System Standards outlined in these Facility Design Standards are organized by The Construction Specification Institute’s (CSI) 50-Division MasterFormat®. A preface regarding drawing standards is provided, followed by material and system requirements in CSI format. Where items are not specifically identified, or included in the referenced Standard Modernization Specifications , the design team shall review all products and systems with the District and obtain acceptance prior to incorporation into the design documents.

05

IV. Overview

Overview of 2016 California Building Energy Efficiency Standards, California Code of Regulations, Title 24, Part 6 (California Energy Code) 2016 California Energy Code Overview

BUILDING ENVELOPE intermediate level to three intermediate levels for or 1. Increased low-slope cool roof requirements (increase continuous dimming), favoring dimmable ballasts for reflectance from 0.55 to 0.63 for new construction and linear fluorescent lighting systems. These controls will alterations). (Section 140.3(a)1Aia1). allow precise and non-interruptive adjustment of 2. Increased fenestration requirements to reduce solar lighting to match the available daylighting, and provide gains and increase visual light transmittance for dimming and demand response function throughout daylighting; 0.36 U-factor, 0.25 SHGC, VT 0.42 for fixed the building. (Section 130.1(b) & Section 130.1(a) 2C). windows; the numbers are different for operable 3. Enhancing, modifying, and daylighting controls windows and skylights. (Section 140.3(a)5B,C & D). mandatory requirements (removed off ramps); 3. Added mandatory minimum wall and roof insulation daylighting language significantly simplified. (Section requirements. (Section 110.8(e) & (f)). 130.1(d) Inserted prescriptive daylighting control requirements for secondary day-lit zones (Section LIGHTING 140.6(d)).

1. Lighting control systems shall now be acceptance 4. Requirements for demand responsive reduction of tested for Title 24. (Section 110.9(b) & Section lighting power being applied to smaller spaces. (Section 130.4(a)) . 130.1(e)).

2. Nonresidential indoor lighting, advanced multi-level 5. Increased requirements for multi-level lighting controls lighting controls (controllable ballasts) increased in for nonresidential outdoor lighting. (Section granularity (in addition to ON/OFF, increasing from one 130.2(c)3B).

06

IV. Overview

6. Existing outdoor lighting cutoff (shielding) 1. Added prescriptive requirements for laboratory requirements, changed to the new IES standard: exhaust VAV and heat recovery. (Section 140.9(c)). Backlight, Up-light, Glare (BUG) requirements. (Section 2. Added mandatory requirements for VFDs and system 130.2(b)). controls on compressed air systems. (Section 120.6(e)). 7. Reduction of allowed lighting power density for some 3. Added mandatory requirements for process boilers. nonresidential indoor and outdoor lighting (Section 120.6(d)). applications. (Section 140.6(c) and Section 140.7(d)). 8. Plug Load Circuit Controls - requiring automatic shut-off MECHANICAL/PLUMBING controls of electric circuits that serve plug loads, 1. Pipe Insulation for space-conditioning and service including task lightings, in office buildings. (Section water-heating systems with fluid temperatures listed in 130.5(d)1). Table 120.3-A shall have the amount of insulation 9. Reduction of threshold when lighting alterations must specified in §120.3(c). comply with the Standards, (from when 50% of the luminaires are replaced), to when only 10% of the luminaires are replaced. Consistent with proposed changes to ASHRAE 90.1-2010. (Section 141.0(b)I & J). SOLAR READY

10. Added threshold requirements for when luminaire- 1. Added mandatory requirements for new nonresidential modifications-in-place (sometimes referred to as buildings (3 stories or less) to make provisions to more lighting retrofits – i.e.: lamp/ballast change-outs) must easily enable the future addition of solar electric or comply with the Standards. (Section 141.0(b)I). solar water heating systems. (Section 110.10(a)4).

COMMISSIONING ELECTRICAL POWER DISTRIBUTION SYSTEMS 1. Required for new buildings over 10,000 sq. ft. Verify 1. Added requirements for user accessible metering of project area. total electrical use per Table 130.5-A (for larger rated

panels). 2. Meet commissioning requirements Part 6 for energy ‐ 2. Disaggregation of electrical circuits according to Table related building components. (Section 120.8). 130.5-B (for larger size services). 3. Meet mandatory requirements for design ‐phase 3. Added maximum voltage drop requirements. (Section commissioning, which includes an early review of 130.5(c). design intent documents and highlighting efficiency 4. Added mandatory requirement for receptacle controls specifications in both construction documents and in private offices, open office areas, reception lobbies, Standards compliance forms. (Section 120.8(d)). conference rooms, kitchens, and copy rooms to 4. Performance standard compliance is required to automatically shut off task lighting and other plug loads produce whole building performance rating twice: once when the area is not occupied. (Section 130.5(d)). during design permit stage (“design rating”) then after 5. Added requirements for demand responsive controls construction acceptance testing (“as ‐built rating”). and equipment. Section 130.5(e). (Section 120.8(g)). 6. Added requirements for EMCS to meet to be recognized for compliance with Part 6. Section 130.5(f). PROCESS LOADS

07 V. Standards | Drawing Standards

Drawing Standards

GENERAL respective discipline. Salvaged materials shall be 1. All projects shall be generated using AutoCAD 2014 or considered and identified for each project on a case by more current AutoCAD platform. case basis by consulting with the District’s Maintenance 2. All drawing sheets shall include a standard title block and Operations Division. The method and location for with District name, project name, A/E name, sheet delivery of salvaged materials shall also be clearly noted number, DSA approval stamp area, date block with on the plans. Materials to be salvaged by trade typically revision date area and architect and engineer license include: stamp area. Where applicable, provide a reduced key plan indicating work areas shown on the specific sheet. A. Site 3. All drawing sets to include a cover sheet with project ✓ Sprinkler Heads and Swivels title, index of drawings, site location/vicinity map, ✓ Valves standard symbol legend, abbreviations definitions, ✓ Fencing fabric project directory (listing architect, all consultants, ✓ Valve boxes District representative and Construction Manager), and ✓ Wheel Stops Districts bid identification number and District’s ✓ Wood and Metal Poles Standardized General Notes. ✓ Benches 4. See attached “Sheet Naming Standards” at the end of ✓ Backflow Preventers this document for guidelines on sheet naming and ✓ Pumps sheet titles. B. Buildings 5. For modernization work, provide general notes on Title ✓ Door Hardware Sheet clearly stating all materials to be salvaged by each ✓ ADA Signage 08

V. Standards | Drawing Standards

6. For all new and modernization projects, provide a site C. Custodial and building code analysis summary. ✓ Dispensers 7. Clearly identify all required site demolition work on the ✓ Partitions architectural site plan and reference other trades for ✓ Grab Bars relevant demolition work. Where other trades cut D. Plumbing through paving and sidewalk areas, indicate those ✓ Brass Fittings and Pipe areas on the architectural site plan and reference ✓ Porcelain Fixtures relevant trades for further information. ✓ Faucet 8. All demolition work of existing systems must be clearly ✓ Flush and Shut-off Valves identified. Any and all work abandoned during the ✓ Drinking Fountains project or prior to the project, shall, as much as ✓ Pressure Regulators possible, be noted to be removed. E. HVAC 9. The Fire Life / Safety and Technology site plans shall ✓ HVAC Equipment note existing and proposed new: ✓ Exhaust Fans A. MPOE locations for AT&T, Comcast, Consolidated ✓ Direct Digital Control - Unit Controllers Communication, as occurs ✓ DDC - Thermostats, Outdoor Air Sensors B. Fire / intrusion alarm panel location F. Electrical C. Fire / intrusion alarm power supplies / boosters ✓ Copper Wire D. Intercom and clock control unit location ✓ Circuit Breakers E. Voice PBX location and cross connect locations ✓ Light Fixtures F. Data MDF and IDF locations ✓ Special switches and receptacles G. CATV amplifier location ✓ Panelboards and Service Equipment H. CCTV recorder location ✓ Utility Boxes 10. Title 24 Documentation ✓ Disconnects A. Building Envelope G. Technology B. Mechanical – Include HVAC load calculations and ✓ Clocks new building HVAC commissioning function test ✓ Speakers requirements per NRCC, NRCA or NRCI forms. ✓ Fire Alarm and Intrusion Devices C. Electrical ✓ System Control Unit Equipment ✓ CCTV Cameras FLOOR PLANS

✓ Data Switches 1. All areas of work shall be shown with relevant dimensioned and annotated floor plans. SITE PLANS AND REFERENCE PLANS 2. Provide enlarged plans for toilet rooms and other 1. Provide Basis of Design (BoD) document specific to the congested areas. project at SD and DD plans submittals to the District. 3. Clearly identify all required demolition work and Required for Section 019113 Commissioning. quantify through notes and/or dimensions. 2. Submit Owner Project Requirements (OPR) specific to the project. Required for Section 019113 REFLECTED CEILING PLANS Commissioning at SD and DD plans submittals to the 1. Identify all existing work and indicate if to be removed District. or to remain.

3. The architectural site plan must show all new and 2. All existing items shall be coordinated with new work. existing accessible parking, drop-off areas and 3. Indicate extent of ceiling tile repair by either unit count accessible paths of travel, required accessible signage / square footage or dimensions. and striping to all required campus building locations. 4. Provide enlarged reflected ceiling plans for special and

4. It shall be the responsibility of the architect / engineer congested areas including stages clearly identifying all to review all paths of travel and design all required work, new and existing. modifications to meet DSA and code compliance. If topographic survey information is required, architect / ROOF PLANS engineer shall notify the District so that survey 1. All areas of work, including limits of demolition, shall be information can be provided to the architect / engineer. shown with dimensioned and annotated roof plans.

5. On existing school sites provide DSA application 2. Roof plans shall indicate all new and existing conduit, numbers for all existing buildings and subsequent piping, flues, vents, equipment, etc. Design team shall improvement applications. field review and verify all existing items.

9

V. Standards | Drawing Standards

3. Provide and reference all roofing transitions and and not below. Economizers requires Fault Detection termination details, flashing and sheet metal, roof and Diagnostics ( §120.2, (i)). drains, gutters, etc. 6. Indicate refrigerant piping and specialties piping 4. Reference all gutters, downspouts, roof drains, rooftop schematics for each split system. Indicate equipment equipment curb and piping/conduit anchorage details. tag numbers in each schematic. Indicate two liquid site 5. Identify any areas of known dry rot, sagging or other indicators at the evaporator and condenser structural damage on the roof plans and reference components. appropriate repair details and notes. 7. HVAC System Design Parameters: 6. At re-roof conditions, indicate all items on roof to be removed and reinstalled or replaced. Design team shall Indoor Design Temperature Criteria: field review and verify all existing items. ● Occupied Spaces 7. All roofing curbs, wall to roof and parapet details to ● Heating: Occupied | 68 °F db indicate a minimum 8” vertical return of single-ply ● Unoccupied | 55 °F db membrane when used. ● Cooling: Occupied | 76 °F db 8. All roof mounted equipment curbs interior cavity ● Unoccupied | 87 °F db require two layers of gyp board and 12” batt or 4” foam ● Process Areas: minimum insulation thickness. ● Cooling 78 °F (MDF, IDF areas)

ELEVATIONS Outdoor Design Temperature Criteria: 1. Show all clocks, speakers, intrusion sensors, fire alarm ● Summer | 105 degrees F db, 70 degrees wb (0.5% devices, fire extinguishers, marker boards IDF’s and any - 44 hours per season) other devices or equipment on architectural elevations. ● Winter | 31 degrees F db, 2,843 heating degree In modernization work identify which is to remain and days (0.2%-18 hours per season) requires protection during construction or relocation due to new work. Ventilation Criteria: 2. At modernization work the use of digital photography ● The minimum outdoor air supply to all occupied to depict existing conditions is acceptable provided spaces shall be based on ASHRAE Standard 62.1- they are legible when reproduced and the work is 2016 based on CBC occupancy criteria or actual. properly identified, keynoted, referenced and Generally, 15 CFM per occupant in classrooms and dimensioned. 20 CFM per occupant in administrative areas.

MECHANICAL SYSTEM GENERAL PERFORMANCE The minimum supply air circulation rates shall be: CRITERIA ● 0.5 CFM/SF for corridors, storage rooms and 1. Provide Energy Management System (EMS), system similar spaces. architecture diagrams, control diagrams, schedules and ● 15 CFM/SF for toilets, locker rooms and similar sequences of operation narratives to indicate method spaces. of control for each piece of equipment and to interface ● 1.0 CFM/SF for offices, library/media centers, with existing campus system where applicable. shops, 2. If an EMS exists on a campus, the design team is to ● 2.0 CFM/SF for gymnasiums and theaters. determine if expansion of existing system is feasible or ● 2.0 CFM/SF for kitchens. if upgrades or replacement may be required. When ● 1.6 CFM/SF for classrooms, multi-purpose, upgrades or replacements are required they shall meet cafeterias and lecture rooms. these standards. 3. Where allowed by code, lighting and exhaust fans in The maximum supply air circulation rates shall be: student restrooms shall be tied to a single manual key- ● 1.6 CFM/SF for classrooms. operated wall switch with EMS interface to lighting and exhaust fans for time-of-use control. Distribution Criteria:

4. Gas source heating equipment is required in all ● Acoustically line first 10 LF of all supply, return and occupied spaces. Heat pump and VRF type air exhaust ductwork from air handling equipment. conditioners are prohibited in occupied spaces and only ● Ducts exposed in rooms shall be sized to minimize allowed in process type spaces, for example, MDF, IDF noise. spaces.

5. Economizers are required on AC appliances serving Exhaust Criteria: occupied space with a system capacity above 4.5-tons 10

V. Standards | Drawing Standards

● Toilets: Size for 15 air changes per hour (negative enabled; general overhead exhaust pressure). interconnected with motorized relief damper and ● Locker Rooms: Size for 15 air changes per hour independent of classroom HVAC system and fume (negative pressure). hoods, manually switched for room purge. Self- ● Shops: Dedicated exhaust systems for auto contained rooftop gas / electric package units are exhaust, sawdust, welding, paint booths, etc. preferred with ducted supply (spiral duct in ● Science Labs / Prep : Provide general exhaust exposed locations). system sized to min. 10 air changes per hour. ● Home Economics : Separate zone for each ● Art: Provide dedicated exhaust for kilns, dye classroom. Noise criteria = NC 30; same air tables, etc. and size general exhaust system to min. distribution as Classrooms. Similar HVAC systems 10 air changes per hour. as science classrooms. Provide residential type of ● Home Economics : Provide dedicated exhaust for hoods at each range. Duct clothes dryer to exterior. cook areas and size general exhaust system to min. ● Art : Separate zone for each classroom. Noise 10 air changes per hour. criteria = NC 30; provide separate exhaust system ● Dark Rooms : Provide exhaust for 20 air changes with motorized relief damper, makeup air for kilns, localized at developing tables, continuous, ovens, dye tables, photo labs/dark rooms. Exhaust negative pressure. shall be dedicated, localized, source capture style ● Indicate make-up air provisions for exhausting whenever possible. Same SA & RA distribution each space. system criteria as Classrooms. ● Gymnasiums : Arrange distribution to provide HVAC Operating Schedules: maximum clearance for sports functions inside ● Administration: 7am to 5 pm with 1-hour override. gymnasium, i.e., volleyball, etc. Distribution shall ● Classrooms , Science Classrooms , Home provide minimum 50 FPM velocity in all occupied Economics, Art : 7:30 am to 3:00 pm with 1-hour spaces of gym (i.e., bleachers). Noise criteria = NC override. 45. Gas fired outdoor packaged, roof mounted ● Gymnasiums : 7:30 am to 3:00 pm with 1-hour units are the only consideration, but may be grade override. mounted if screened and ducts are concealed. ● Theaters / Performing Arts: 7:30 am to 3:00 pm Spiral ducts or fabric duct socks may be considered. with 1-hour override. ● Theaters / Performing Arts: Building thermal ● Toilets – Staff : 7:30 am to 3:00 pm with 1-hour zoning is required by exposure, occupancy and use. override. Dedicate separate AC systems based on thermal ● Shops: 7:30 am to 3:00 pm with 1-hour override. zoning and space use, for example, separate AC ● Multi-Purpose / Cafeteria : 7:30 am to 3:00 pm systems for the stage, seating areas and projection with 1-hour override. area zones are required. Preferred distribution is ● Library / Media Center : 7:30 am to 3:00 pm with by supplying overhead up high at low velocity and 1-hour override. returning at or below seating level, if possible. Noise criteria = NC 25. General HVAC Performance Criteria by Space / ● Toilets – Staff : Minimum exhaust air changes per Function: hour shall be 15 with provisions for make-up air. ● Administration: Zone by exposure and occupancy; ● Toilets – Ganged : Minimum exhaust air changes noise criteria = NC 30; minimum one outlet and per hour shall be 15 with provisions for make-up one inlet per enclosed room. Fully ducted where air. possible. Thru wall / window package units shall ● Shops: Separate zone for each shop; noise criteria not be used. Small split systems will be considered = NC 40; for high ceiling, more industrial spaces only when approved by the District. such as auto shop and metal shop, etc., ● Classrooms : Separate zone for each classroom; consideration should be given to gas-fired radiant noise criteria = NC 30; minimum of 3 supply outlets systems. Make up air systems with motorized and 1 return inlet per room. Self-contained rooftop dampers shall be provided for large exhaust gas / electric package units are preferred with systems. ducted supply (spiral duct in exposed locations). ● Multi-Purpose / Cafeteria : Zone by exposure and ● Science Classrooms : Separate zone for each occupancy; noise criteria - NC 35. HVAC packaged classroom; noise criteria = NC 30; fume hood gas-fired equipment is preferred. Smoke duct (where occurs) is interlocked with classroom HVAC detectors are required; regardless, of CMC system, when hood is enabled classroom unit is

11

V. Standards | Drawing Standards

exemption for units over 2,000 CFM and within 4. Provide and indicate all plumbing systems; gas, 100’ of egress. water, and sewer, load calculations in tabular ● Library / Media Center : Zone by exposure and format on the plans cover sheet. occupancy; noise criteria = NC 25. HVAC packaged 5. Provide water mechanical hammer arrestors with gas-fired equipment is preferred. Smoke duct specific sizes and capacity on a schedule. Indicate detectors are required; regardless, of CMC locations on an isometric schematic sheet per exemption for units over 2,000 CFM and within Plumbing and Drainage Institute, PDI-WH201, 100’ of egress. latest edition. Design domestic water, rough-in ● MDF / IDF Areas : Zone by process load to maintain header to avoid fixtures and arrestors on both 78 °F cooling; noise criteria = none. Mini-split heat sides of a tee fitting.

pump, dx-refrigerant systems are preferred. 6. Ganged restrooms domestic water serving multiple fixtures shall be same diameter to end of Demand Control Ventilation (DCV): header, without reducer fittings.

● DCV provisions and function is required with 7. Indicate two, single-direction Y-combo fittings Gymnasium AC equipment economizers. Include assembled for grade cleanout at the sanitary sewer CO2 monitoring and control. egress.

8. Coordinate with civil plans and indicate invert Economizers: elevations for all drainage egress at the building ● Provide airside economizers for spaces served by boundary.

packaged AC units over 4.5-tons capacity. 9. Urinal cleanout access shall be located adjacent fixture with pipe connected above vent/drain

fitting. Cleanout pipe lip shall be within ½-inch of Building Relief Air Criteria: wall penetration. See District Standard Details for ● Provide zone building relief to meet ADA door urinal piping layout. closer requirements (approximately 0.03” SP). In ± 10. Provide enlarged, ¼inch scale toilet area plan single space zones this may be provided by relief views. hoods with motorized backdraft dampers 11. Each branch plumbing, hot and cold water pipes, interlocked to open when AC unit is on without serving restrooms with ganged fixtures shall be additional space pressurization controls or by isolated with ball valves from the main pipes. providing AC units with accessory modulating

power exhaust systems which are controlled by

room static pressure. In multi-room zones provide AC units with accessory modulating power exhaust systems which are controlled by room static WHAT’S NEW FOR 2016 BUILDING ENERGY pressure. EFFICIENCY STANDARDS 1.5.1 Envelope PLUMBING SYSTEM GENERAL CRITERIA 1. Revisions to the mandatory requirements for metal 1. Condensate drains exposed to the elements shall framed and demising walls (§120.7(b)). be galvanized pipe. Each run of condensate drain 2. Changes to the prescriptive envelope requirements on roof to be fully supported on roof supports and (§140.3(a)). shall not be loose-laid on the roof. 3. Revisions to the roof/ceiling insulation tradeoff for 2. Free-end and adjacent to appliance piping aged solar reflectance (Table 140.3 of the Energy supports shall be mechanically fastened to the Standards). roof. See District Standard Details for Structurally 4. Significant changes to the total skylight area requirement Anchored Pipe/Equipment Support on Roof and (§140.3(c)4). Non-Structurally Anchored Pipe Support on Roof. 5. Revisions to the requirements for all fenestration 3. Coordinate with all disciplines to provide common alterations (§141.0(b)2A). parallel piping and conduit runs on roofs using common blocking where possible and permitted by 1.5.2 Lighting code to bundle and limit the impact of rooftop 1. Clarification and simplification of existing language; piping. See District Standard Details for Structurally removing exceptions no longer relevant (§130.0 Anchored Pipe/Equipment Support on Roof and through §130.5 and §140.6 through §140.8). Non-Structurally Anchored Pipe Support on Roof. 2. Reductions to Lighting Power Density (LPD) values in Tables 140.6-B, 140.6-C, and 140.6-G.

12

V. Standards | Drawing Standards

3. Removal/addition of Power Adjustment Factors (PAFs) {(f) Dampers for Air Supply and Exhaust (§140.6(a)2). Equipment. Outdoor air supply and exhaust 4. Significant reductions in outdoor lighting power equipment shall be installed with dampers allowances (Table 140.7-A). that automatically close upon fan shutdown. 5. Clarification and streamlining of alteration EXCEPTION 1 to Section 120.2(f): Where it can be requirements, including addition of a new compliance demonstrated to the satisfaction of the enforcing path that allows compliance by reducing the existing agency that the equipment serves an area that must lighting power. For indoor lighting, this path foregoes operate continuously. bi-level control requirements but is otherwise identical EXCEPTION 2 to Section 120.2(f): Gravity and other to the 85 percent or less of lighting power allowance nonelectrical equipment that has readily accessible path. manual damper controls. EXCEPTION 3 to Section 120.2(f): At combustion air 1.5.3 Mechanical intakes and shaft vents. 1. Revision of the mandatory requirements for equipment EXCEPTION 4 to Section 120.2(f): Where prohibited by efficiency in Tables 110.2-A through 110.2-K of the other provisions of law.} Energy Standards. 1. New section specifying direct digital controls 2. Interlock controls requirements when operable wall or (DDC) applications and qualifications roof openings are present (§140.4(n)). (§120.2(j)). 3. Revisions to fan control system requirements in Table {(j) Direct Digital Controls (DDC). Direct Digital Controls to 140.4-D of the Energy Standards. the zone shall be provided as specified by Table 120.2-A. 4. Energy Management Control System (EMCS) to comply The provided DDC system shall meet the control logic with the thermostatic control requirements requirements of Sections 120.1(c) and 120.2(h), and be (§120.2(a)). capable of the following: {Nonresidential, high-rise residential, and hotel/motel 1. Monitoring zone and system demand for fan pressure, buildings shall comply with the applicable requirements pump pressure, heating and cooling; of Sections 120.2(a) through 120.2(k). 2. Transferring zone and system demand information (a) Thermostatic Controls for Each Zone. The from zones to air distribution system controllers and supply of heating and cooling energy to each from air distribution systems to heating and cooling space-conditioning zone or dwelling unit shall be plant controllers; controlled by an individual thermostatic control 3. Automatically detecting the zones and systems that that responds to temperature within the zone and may be excessively driving the reset logic and generate that meets the applicable requirements of Section an alarm or other indication to the system operator; 120.2(b). An Energy Management Control System 4. Readily allow operator removal of zones(s) from the (EMCS) may be installed to comply with the reset algorithm; requirements of one or more thermostatic controls 5. For new buildings, trending and graphically displaying if it complies with all applicable requirements for input and output points; and each thermostatic control. 6. Resetting heating and cooling setpoints in all non- EXCEPTION to Section 120.2(a): An independent critical zones upon receipt of a signal from a centralized perimeter heating or cooling system may serve more contact or software point as described in Section than one zone without individual thermostatic controls 120.2(h)} if: 7. Revisions to the requirements for space conditioning 1. All zones are also served by an interior cooling systems with DDC to the zone level (§120.2(k)). system; {(k) Optimum Start/Stop Controls. Space conditioning 2. The perimeter system is designed solely to systems with DDC to the zone level shall have optimum offset envelope heat losses or gains; start/stop controls. The control algorithm shall, as a 3. The perimeter system has at least one minimum, be a function of the difference between space thermostatic control for each building temperature and occupied setpoint, the outdoor air orientation of 50 feet or more; and temperature, and the amount of time prior to scheduled 4. The perimeter system is controlled by at least occupancy. Mass radiant floor slab systems shall one thermostat located in one of the zones incorporate floor temperature onto the optimum start served by the system.} algorithm.} 5. Changes to the requirements for dampers 8. New general requirements for pipe insulation (§120.3(a)). installed on outdoor air supply and exhaust {Nonresidential, high-rise residential, and hotel/motel equipment (§120.2(f)).

13

V. Standards | Drawing Standards

buildings shall comply with the applicable requirements of Sections 120.3(a) through 120.3(c). 1.5.5 Covered Processes (a) General Requirements. The piping conditions listed 1. New mandatory requirements for elevators, escalators below for space-conditioning and service water- and moving walkways (§120.6(f) and §120.6(g)). heating systems with fluid temperatures listed in TABLE 120.3-A, shall have the amount of insulation specified 1.5.6 Commissioning in Subsection (c): 1. Revisions to language and content to make §120.8 1. Space Cooling Systems. All refrigerant suction, more clear. chilled water and brine lines. 2. Space Heating Systems. All steam, steam 01 19 130 – COMMISSIONING condensate and hot water lines. Refer to District Standard Division 01 19 13 Specifications. 3. Service water-heating systems. Source: 2016 NonResidential Compliance Manual CEC 400- A. Recirculating system piping, including the supply 2015-033 Building Commissioning Guide - Introduction Page and return piping of the water heater. 12-1 B. The first 8 feet of hot and cold outlet piping 12. Building Commissioning Guide for a non-recirculating storage system. For all newly constructed nonresidential buildings, C. The inlet pipe between the storage tank and a commissioning shall be included in the design and heat trap in a non-recirculating storage construction process of the project to verify that the system. building’s energy systems and components meet the D. Pipes that are externally heated. owner’s or owner representative’s project requirements. Insulation conductivity shall be determined in For buildings less than 10,000 square feet, only the Design accordance with ASTM C335 at the mean Phase Design Review requirements (see Section 12.4) and temperature listed in TABLE 120.3-A, and shall Commissioning Measures Shown in the Construction be rounded to the nearest 1/100 Btu-inch per Documents (see Section 12.5) shall be completed. hour per square foot per °F.} This chapter is organized as follows: 12.1 Introduction 12.2 Owner’s or owner representative’s project requirements 12.3 Basis of design 12.4 Design phase review 12.5 Commissioning measures shown in the construction documents 12.6 Commissioning plan 12.7 Functional performance testing 12.8 Documentation and training 12.9 Commissioning report 12.10 Commissioning Compliance Documents

ELECTRICAL SYSTEM GENERAL REQUIREMENTS 1. Where allowed by code, lighting and exhaust fans in student restrooms shall be tied to a single key switch. 2. Coordinate with all disciplines to provide common parallel piping and conduit runs on roofs using common blocking where possible and permitted by code to bundle and limit the impact of rooftop piping. See District Standard Details for Structurally Anchored 1.5.4 Electrical Pipe/Equipment Support on Roof and Non-Structurally 1. New definitions of electrical metering, service Anchored Pipe Support on Roof.

equipment, plug load, and low voltage dry-type 3. Conduits for rooftop equipment shall be routed under distribution transformer are added to §100.1. the overhangs, under canopies or underground 2. Revisions and clarifications of service electrical whenever possible to minimize rooftop conduits.

metering §130.5(a), separation of electrical circuits in 4. Utilize step down transformers at each building, or as §130.5(b), voltage drop in §130.5(c), and circuit reasonable, to minimize size and number of conduits. controls in §130.5(d). 14

V. Standards | Drawing Standards

5. Provide Transient Voltage Surge Suppressors (TVSS) at capacity and care shall be taken to confirm and switchboard, main building panels and computer lab rework pathways as required for the project. Care panels. Provide panels with built-in TVSS units. shall be taken to avoid, if at all possible, adding 6. For new classrooms, provide 2 to 3 circuits per room additional backbone conduits to the already plus dedicated circuit for the C.O.W. overcrowded campus overhangs. If required, 7. Provide a dedicated 20A, 120V circuit in each classroom conduits shall only be added when approved by the for C.O.W. connection. More circuits and locations District. where multiple carts may be used (i.i. Libraries). 2. Conduit risers from the ground up on a building shall be covered with a metal shroud extending from the ground level to full height of riser and painted to best LOW VOLTAGE SYSTEM GENERAL REQUIREMENTS match adjacent surfaces.

1. New construction shall be tied into the existing (5) ea. 3. Above-ground junction boxes shall have hinged lids 2” conduit backbone system that exists at most and be able to be locked.

campuses. Many of the pathways are currently at 4. Pull boxes placed in the ground shall be a minimum of 24” wide and no less than 24” long.

15 V. Standards | Product & System Standards

Product & System Standards

01 00 00 – GENERAL REQUIREMENTS

● Refer to District Standard Division 01 00 00 Specifications. 01 91 13 – General Commissioning Requirements • All new projects and major modernizations shall be reviewed by District’s commissioning agent to help ensure that Energy Code requirements are being met.

02 00 00 – EXISTING CONDITIONS

● The design team must verify all existing site conditions. The existing conditions must be verified and reviewed against “Record Drawings” provided by the District. ● If specific scope of work necessitates excavation or minor destructive investigation, the design team shall coordinate with District and Construction Manager who will obtain an underground locator service, District Maintenance & Operations personnel and/or General Contractor to assist. ● The identification and abatement of existing asbestos containing materials shall be designated and abated by a separate consultant hired by the District and will be provided to the design team.

03 00 00 – CONCRETE

● All new concrete paving shall be rebar doweled into existing.

16

V. Standards | Product & System Standards

03 15 16 – Concrete Construction Joints ● Tooled control joints shall be 3/8” and expansion joints shall utilize 3/8” fiber expansion joint material with removable zip-strip. Contractor shall remove all zip-strips upon completion and provide sealant. ● Rebar and welded wire fabric supports shall be wire type. Concrete “Dobies” shall not be allowed. ● All concrete used for exterior flatwork shall be a minimum of 3,000 psi. Coordinate with geotechnical report and Civil Engineer for additional requirements at traffic rated areas and conditions of poor soil. ● Concrete flatwork shall be patterned in simple square or rectangular patterns in panel sizes delineated by control and expansion joints generally no larger than 4 foot x 4 foot square. Avoid the use of curved, radial and sharp cornered joint patterns. ● At all exterior entry doors that open onto interior finished concrete, provide a surface mounted walk off mat with vinyl termination strips all around to help alleviate slippage when entering building. 03 35 00 – Concrete Finishing ● All exterior flatwork concrete finishes shall be standard light to medium broom finish with the exception of flatwork exceeding 6% which shall be a heavy broom finish. ● No colored concrete will be allowed unless specifically approved by the District. ● No exposed aggregate, stamped pattern or other specialty concrete finishes or textures will be allowed unless specifically approved by District. ● Polished, ground, stained and other exposed concrete finishes will be considered for interior concrete work. See item above discussing walk off mats.

04 00 00 – MASONRY

04 21 00 – Clay Unit Masonry ● Brick masonry, full brick and thin brick veneer are acceptable structural and wall finish systems. ● When used, all exterior brick shall be treated with a penetrating sacrificial waterproofing sealer and/or anti-graffiti coating. See S tandard Modernization Specifications Section 09 96 23 for anti-graffiti coating standards. ● When used, all interior brick shall be treated with a penetrating non-sacrificial waterproofing sealer and/or anti-graffiti coating requiring chemical cleaner to remove graffiti. See S tandard Modernization Specifications Section 09 96 24 for anti-graffiti coating standards. 04 22 00 – Concrete Unit Masonry ● When used, all exterior brick shall be treated with a penetrating sacrificial waterproofing sealer and/or anti-graffiti coating. See S tandard Modernization Specifications Section 09 96 23 for anti-graffiti coating standards. ● When used, all interior brick shall be treated with a penetrating non-sacrificial waterproofing sealer and/or anti-graffiti coating requiring chemical cleaner to remove graffiti. See S tandard Modernization Specifications Section 09 96 24 for anti-graffiti coating standards. 04 23 00 – Glass Unit Masonry ● Glass unit masonry is an acceptable material for both interior and exterior construction. Use should be generally limited to locations not subject to high abuse or damage.

05 00 00 – METALS

05 50 00 – Metal Fabrications ● All exterior metal handrails and guardrails shall be hot-dipped galvanized and left un-painted. The use of pre-galvanized pipe and rust inhibiting paint-treated welds is not allowed.

06 00 00 – WOOD, PLASTICS AND COMPOSITES

06 41 00 – Architectural Wood Casework ● See Standard Modernization Specifications Section 06 41 00 for detailed architectural casework specifications. Also, see District Standard Details. ● At locations where large wall mounted tv’s are provided by design team, provide built-in casework below tv to eliminate any issues with tv projecting more than 4 inches from the wall surface.

17

V. Standards | Product & System Standards

07 00 00 – THERMAL AND MOISTURE PROTECTION

07 19 00 – Water Repellents ● All exterior brick, block, cast concrete and other porous materials shall be treated with a water-repelling moisture protection system. Products shall be compatible with anti-graffiti coatings where used. See S tandard Modernization Specifications Section 09 96 23 for anti-graffiti coating standards . 07 24 00 – Exterior Insulation and Finish Systems (EIFS) ● Exterior Insulated and Finish Systems (EFIS) are an acceptable exterior finish system. When used, all locations subject to impact or vandalism shall utilize manufacturer’s highest rated impact resistance system. Finish coat shall be integrally colored. Recommended product to be equal to Parex USA Standard and Ultra High Impact Resistant EIFS systems. No additional paint topcoat required. 07 25 00 – Weather Barriers ● District has no preferred weather barrier system. All weather barriers shall be chosen by Designer to complement the exterior cladding system for the building. 07 31 00 – Shingles and Shakes ● Composition shingle roofing shall not be used except at the modernization or repair of the limited number of existing facilities with existing composition roofing. 07 40 00 – Roofing and Siding Panels ● Standing seam metal roofing panels, metal wall and soffit panels are acceptable materials and should be coordinated with budget allowances and life-cycle cost analysis. ● Fiber cement siding products, panels and planks equal to those manufactured by James Hardie are acceptable for use on building exteriors provided they cover fully sheathed building materials or other solid substrate and waterproofing membrane. Additionally, provide 48” high stainless steel corner guards at all outside corners. 07 51 00 – Built-Up Bituminous Roofing ● Built-up bituminous roofing systems shall not be used. ● Limited remaining built-up bituminous roofing shall be removed during modernization projects and replaced with single- ply membrane roofing. 07 54 00 – Thermoplastic Membrane Roofing ● 80 mil single-ply PVC roofing is the preferred roofing system for flat and low-slope roofs. See Standard Modernization Specification Section 07 54 19 for PVC roofing standards. ● Thermoplastic Polyolefin (TPO) roofing shall not be used. ● Provide walkway pads around all existing and new rooftop equipment with pathways to roof access areas and hatches. Walkway pads shall be spaced as to allow gaps between pads for drainage. ● At all structurally anchored pipe, conduit and equipment supports on roofs, all penetrations in membrane and flashing around the support blocking shall be sealed tight with silicone sealant and neoprene washers. See District Standard Details for Structurally Anchored Pipe/Equipment Support on Roof and Non-Structurally Anchored Pipe Support on Roof. ● “FastJacks” or equal pre-manufactured pipe supports with integral Unistrut anchorage rail are acceptable for use at non- structurally anchored rooftop conduit and piping supports. An additional layer of protective membrane shall be used at bearing surface between roof and support block. ● At all new roof construction, any roof replacement projects and at all full campus modernization programs that include roofing scopes, provide at least (1) rooftop hose bibb for every 5,000 to 6,000 s.f. of roof area. 07 62 00 – Sheet Metal Flashing and Trim ● All metal roof curbs, roof jacks, gravel stops and accessories at single-ply membrane roofing systems shall be PVC coated material for welding to membrane. See Standard Modernization Specifications Section 07 54 19 for PVC roofing standards. 07 71 00 – Roof Specialties ● All downspouts shall be Schedule 40 galvanized pipe material to from grade to the underside of gutter. Do not use light gauge metal GSM type connector from wall surface to underside of gutter. Anchor all downspouts to building with a T- shape welded to back side of downspout. See District Standard details for specific information. ● All downspouts shall terminate into an F08 style ground box or have a cleanout at grade when tied to an underground storm drain system. See District Standard details for specific information. ● Downspouts are preferred to be tied to an underground storm drain system in new construction or vent to grade within a planter area with drain inlet in near proximity. Avoid draining directly to sidewalk or plaza area. See District Standard details for specific information.

18

V. Standards | Product & System Standards

● Where roof work is being incorporated into a modernization project, the design team shall add notes to the construction documents directing the contractor to auger clean and water rinse all roof drains and downspouts to nearest cleanout serving area of work after work is performed. ● All metal gutters shall be minimum 18 ga. galvanized sheet metal. See Standard Modernization Specifications Section 07 71 23 for gutter standards. Also, see District Standard Details. ● Roof mounted mechanical equipment screens: At all new building or campus construction and large scale campus-wide remodels, provide mechanical equipment screens on roof to hide equipment from street view. ○ Primary locations consist of main buildings that are visible from street, and also from main parking lots and other publicly visible areas. Locations shall be carefully coordinated with District on a case-by-case basis and in consideration of the overall project budget. Buildings located away from street on interior of campus do not need to include screens for roof top equipment unless otherwise determined by particular site conditions. ○ Items to be screened shall consist of large HVAC package units, exhaust hoods, makeup air relief hoods, hydronic lines, gas lines, or as otherwise defined during programming. ○ Mechanical screens shall not be attached to the units themselves but to the roof structure. ○ Mechanical screens shall allow a minimum of 36-inches clearance around units to provide a maintenance space. 07 90 00 – Joint Sealants ● All expansion joints in exterior concrete shall be sealed with suitable sealant. See Standard Modernization Specifications Section 07 90 00 for additional information.

08 00 00 – OPENINGS

Division 8 – General Comments ● School security is of the utmost importance to the District. All exterior doors to classrooms and other spaces where staff or students gather shall be equipped with Barricade Function type door hardware which means that staff can lock the door from the inside without stepping out to lock door. Designer shall endeavor to specify these types of barricade-able locksets and panic devices. ● All windows, roll-up garage doors, sidelights, vision panels, and any other opening to exterior shall be provided with a screen or cover to allow staff to close in the event of a lockdown to minimize intruder from looking into interior spaces. 08 11 00 – Metal Doors and Frames ● Exterior doors shall be rigid core 16 ga. hollow metal except at high use locations where FRP doors shall be used. Solid core wood doors with stain grade or paint grade finish may be used at interior locations. ● Where vision lites are used in interior and exterior doors they shall be 6” wide x 30” high unless otherwise dictated by code. ● In modernization projects, at the installation of new door frames, it is acceptable to leave frame anchor heads exposed. Filling head with Bondo-type material is not required. ● At all exterior doors with vision lite and/or doors with vision lites requiring privacy for security reasons, provide a operable cover or screen. 08 16 13 – Fiberglass Doors ● Fiber Reinforced Plastic (FRP) doors equal to “Special-Lite” shall be used at all interior and exterior high abuse/high use openings including main building entrances, multi-purpose rooms, gymnasiums, locker rooms and other abusive locations as determined by the design team and approved by the District. Product shall be pre-finished with integral color selected from manufacturer’s standards. FRP doors shall be used in conjunction with continuous hinges. See Standard Modernization Specifications Section 08 16 13 for additional information. ● At all exterior doors with vision lite and/or doors with vision lites requiring privacy for security reasons, provide a operable cover or screen. 08 31 13.10 – Glazed Sectional Doors ● All sectional garage type doors and vertical stacking doors shall be fully vetted with District prior to implementing door into project. All doors of these types shall be tied to the EMS system to provide unit shutdown when doors are open. 08 43 13 – Aluminum Framed Storefronts ● District does not want Arcadia window systems for storefront. ● At exterior aluminum-framed storefronts, Designer shall spec appropriate door from either hollow metal or FRP. Aluminum doors shall be used only at limited areas and must be accepted by District during design. 08 50 00 – Windows 19

V. Standards | Product & System Standards

● Where feasible and at abuse prone locations, windows shall be located higher in space to alleviate vandalism from ground level. ● Laminated safety glazing shall be used at all exterior abuse-prone locations and at other as directed by code. ● All exterior windows and other windows requiring privacy for security reasons, provide operable mesh roll down shades or blinds. 08 62 23 – Tubular Skylights (Solatubes) ● If skylights or daylighting is required by Code, the use of tubular skylights equal to “Solatube” is preferred for use in new and modernization projects when used in conjunction with manufacturer’s integrated louver dampers and remote controls. If standard(rectangular) construction skylights must be used, Architect shall provide heavy duty/gauge security bars mounted in light well to protect against intrusion and provide fall protection.

08 70 00 – HARDWARE

08 71 00 – Door Hardware ● The District has standardized on Schlage locksets with Schlage Primus keyways. In some specific locations, Sargent is specified but still using Schlage Primus keyways. These products and others specified in the Standard Modernization Specifications Section 08 71 00 shall be considered standards on all new and modernization projects. The District will not waiver on hardware items listed as “No or-equals or substitutions”. ● Wherever possible, mount door stop/hold opens (Trimco 1283-4S) as high on door as possible. Ground mounted stops are typically being stolen. When ground-mounted stops (Trimco 1283-2S) are used, replace manufacturer’s standard mounting hardware with stainless steel all-thread epoxy set a minimum of 2” into solid concrete flatwork with stainless steel nut tightened, tack welded to all-thread and ground smooth. 08 74 00 – Access Control Hardware ● At new projects and modernization projects where door frames are being replaced, to accommodate future access controls, provide a 3/4” EMT from the top corners (2 conduits total) of all exterior doors and at certain interior doors determined to need credential control stubbed into head frame of door and to nearest accessible ceiling space or closest low voltage conduit system. Identify conduit for future location. At fully grouted frame locations, embed conduit and extend to 40” AFF at hinge side and to strike at strike side. Intent is to electrify the door hardware at some time in the future as well as installing a mullion type reader. ● At new projects, and modernization projects where the wall surface is being replaced, in-wall boxes including ¾” conduits for future electronic door hardware such as readers, keypads and lock-down devices, shall be installed. See typical design details for outline requirement. 08 80 00 – Glazing ● Use of dual pane window glazing is acceptable at both modernizations and new construction. ● All exterior glass tint shall match existing site unless required to be tinted by Title 24. All tinted standard solar-gray float shall be equal to Solarban 70XL. Avoid the use of special colors, patterns or textures. ● Laminated safety glass shall be used at all interior and exterior door vision panels and locations requiring impact resistant safety glazing. Use of wire glass is prohibited as a substitute for safety glazing. Use of tempered glass is acceptable at other locations requiring low-impact safety glazing such as adjacent to and above doors and in operable window units. ● Laminated safety glazing shall be used at all abuse-prone exterior window and door locations. 08 90 00 – Louvers and Vents ● All through wall vents and louvers in exterior and interior walls subject to student access and abuse shall be heavy duty gauge metal and/or be provided with protective screens or grilles to resist damage. 08 91 26 – Door Louvers ● All door louvers in exterior doors and at interior doors subject to student access and abuse shall be extra heavy duty steel security louvers equal to “Anemostat PLSL” with 12 ga. steel frame and 12 ga. security grille over 20 ga. steel blades to resist damage. See Standard Modernization Specification Section 08 11 00 for further product and installation information.

09 00 00 – FINISHES

09 22 00 – Cement Plastering

20

V. Standards | Product & System Standards

● Cement plaster shall be a traditional 7/8” three-coat system consisting of a Portland cement scratch coat, Portland cement brown coat and acrylic modified sand finish coat. Scratch coat shall contain “Fiber Mesh” type glass fiber reinforcing to control cracking. Finish coat shall be integrally colored and colorant shall not be waived in lieu of surface painting. Surface painting is required over finish coat. Integral plaster color shall best match paint color. See Standard Modernization Specifications Section 09 22 00 for further product and installation information. 09 29 00 – Gypsum Board ● At toilet rooms use Gypsum Association Level 4 smooth, untextured finish. ● At all other spaces, use Gypsum Association Level 4 finish with ultra-light orange peel finish. ● Impact resistant gypsum board shall be used at all high impact areas below eight feet including gymnasiums, multi- purpose rooms, locker rooms, cafeterias, hallways, etc. unless covered with other resilient panel or veneer. At restroom locations, impact and moisture resistant gyp board shall be used to full height of wall regardless of finish. 09 30 00 – Ceramic Tile ● At toilet room locations, provide a ceramic tile wainscot and accent pattern as identified in the District Standard Details section of these Facility Design Standards . Where ceramic tile is used in other locations, consider similar or coordinating patterns and colors to standard restroom layout. ● Grout shall be an epoxy-type grout. See Standard Modernization Specifications Section 09 30 13 for further product and installation information. 09 53 00 – Acoustical Ceiling Suspension Assemblies ● Lay-in acoustical tile panel surface finish shall be equal to Armstrong “Georgian”, No. 763. ● Alternative tile patterns and finishes will be considered at special use areas when approved by the District. 09 61 00 – Flooring Treatment ● Exterior stained concrete flatwork is not permitted unless specifically approved by the District. ● Polished, ground, stained and other exposed concrete finishes may be considered for interior concrete work when approved by the District. 09 65 00 – Resilient Flooring ● For acceptable resilient flooring and base materials, see Standard Modernization Specifications Section 09 65 00 for further product and installation information. ● Linoleum is an acceptable product if it works within the budget constraints. See Standard Modernization Specifications Section 09 65 43 for further product and installation information. ● When resilient “Sports Floor” is used at Multi-Purpose rooms or similar locations, product shall be equal to Tarkett Omnisports Compact (2mm thickness), fully glued installation. Concrete floor shall be primed and leveled with suitable product as listed by manufacturer. Striping and other floor markings shall be applied epoxy paint per flooring manufacturer’s recommendations. ● When VCT flooring is used at Multi-Purpose rooms or similar locations, see Standard Modernization Specifications Section 09 65 00. Striping and other floor markings at VCT floors shall be VCT inlay kits. ● See Floor Finish Location Chart below for more information. 09 68 00 – Carpeting ● All carpet shall be Tandus (A Tarkett Company) Powerbond roll goods with integral cushion backing, Style Aftermath II, color to be chosen from full line of colors, or Mohawk Group Unibond Plus Bloc System. These products shall be used without substitution. See Standard Modernization Specifications Section 09 68 00 for further product and installation information. Rolled good shall be used. Tiled good can be used upon District approval. ● At carpeted areas where any door opening occurs directly to the exterior, provide inlay walk-off mat. See Standard Modernization Specifications Section 09 68 00 for further product and installation information. At locations where interior surface is smooth concrete, provide surface mounted walkoff mat with vinyl termination strips. ● District accepts carpet tiles only at administration areas. Not accepted at classrooms or student learning areas. ● See Floor Finish Location Chart below for more information.

21

V. Standards | Product & System Standards

FLOOR FINISH LOCATION CHART**

Walk-Off Sheet Hardwood Carpet VCT Linoleum Epoxy Concrete Sports Floor Mat Vinyl Floor

Administration x x ------

General - - - x x x x - - Classrooms

Kindergarten - - - x x x x - - Classrooms Science x - - - x x - - - Classrooms

Home Economics - x x x - - x - -

Art - x x x - - x - -

Gymnasiums - x x ------(Athletics only)

Locker Rooms ------x - -

Toilets – Staff - - - - x - x - -

Toilets – Student - - - - - X x - -

Kitchens / Snack ------* x Bars

Shops ------x - -

Multi-Purpose / - x - - - x x - - Cafeteria / Gym

Library / Media - - - x x - - - - Center * Altro Safety Flooring or similar. ** When multiple choices for floor finishes occur, Design Team shall confirm with District which option shall be used.

09 90 00 – Painting and Coating ● Do not paint exterior galvanized metal railings or guardrails. Finish shall remain natural un-painted hot-dipped galvanized. ● The use of recycled paint products is not allowed. ● See Standard Modernization Specifications Section 09 90 00 for further product and installation information. ● At all painted murals, provide anti-graffiti coatings to protect against vandalism. 09 96 23 – Graffiti-Resistant Coatings

22

V. Standards | Product & System Standards

● For exterior wall protection, see Standard Modernization Specifications Section 09 96 23 for further product and installation information. Locations requiring coating: unpainted cmu block, unpainted brick, ceramic or porcelain tile and grout. ● For interior wall protection, see Standard Modernization Specifications Section 09 96 24 for further product and installation information. Locations requiring coating: unpainted cmu block, paint murals, 09 96 56 – Epoxy Coatings ● Epoxy-based industrial paint systems or chemically-cured aliphatic urethane systems similar to ICI/Devoe Devran 205 with Devthane 379 or similar products by Tnemec, Carboline or others shall not be used on exterior applications due to its limited ability for adequate touch up and repainting by the District ● Two-component polyamide high gloss epoxy-based paint systems or high-density acrylic gloss enamel equal to ICI/Devoe Bloxfil 4000 with ICI/Devoe Devflex 4208QD may be used at interior concrete, CMU, brick or other porous substrates at locker rooms, showers and other areas requiring a durable waterproof finish.

10 00 00 – SPECIALTIES

10 10 00 – Visual Display Units ● Visual display cases shall be recessed into wall surface or project no more than 4” and shall be provided with aluminum construction, locking doors and safety glazing. 10 11 16 – Markerboards ● Markerboards shall be fixed units Equal to Claridge LCS Dry-Erase boards trimmed out in an aluminum frame with a continuous marker tray on the bottom edge and continuous tackable map rail on top and one flag holder. Color, standard white. 10 14 00 – Signage ● All identification wall signs at both interior and exterior applications shall be stainless steel. No plastic or acrylic signs will be allowed. All toilet room door identification signs (circle & triangle) shall be aluminum. See Standard Modernization Specifications Section 10 14 00 for further product and installation information. 10 14 63 – Electronic Message Signage ● All electronic message signages, digital marquee’s, etc. shall be reviewed and approved by San Juan’s in-house Public Relations Department during design and prior to ordering to ensure that fonts, graphics, messages are consistent. 10 21 13 – Toilet Compartments ● Provide only Bobrick Sierra Series toilet partitions with optional institutional stainless steel hardware. No equals or substitutions will be entertained. See Standard Modernization Specifications Section 10 21 13 for further product and installation information. Alternate partition types can be used at District Signature projects upon District approval. 10 28 00 – Toilet, Bath and Laundry Accessories ● Provide either Bobrick or Gamco toilet accessories only. No equals or substitutions will be entertained. See Standard Modernization Specifications Section 10 28 00 for further product and installation information. ● District will consider combo waste/paper towel units. Specific site/location usage requires District approval prior to specifying. ● District will consider electric hand dryers. Specific site/location usage requires District approval prior to specifying. ● Does District wish to standardize on waste receptacles? Waste can receptacles shall be 10-24 gallon round top with lid, be of fire retardant material, and approved for restroom locations. 10 44 13 – Fire Protection Cabinets ● Fire extinguisher cabinets shall only be used where extinguishers are installed in high abuse areas or where high protection is needed (ie, gymnasiums, multi-purpose rooms, cafeterias, hallways, etc.). Both surface mounted and recessed are acceptable in new construction. Avoid recessed in modernization so that wall does not have to be abated when opened. Confirm hazardous materials with District. Standard classrooms and other locations shall utilize standard wall mounting bracket.

11 00 00 – EQUIPMENT

11 41 23 – Walk-in Coolers ● Approved Refrigeration Units and Coil manufacturers: o ColdZone Refrigeration. o CoolTec. 23

V. Standards | Product & System Standards

o Omni Temp.

● Refrigeration Units and Coil Manufacture Specifications o Custom Multi-Circuited refrigeration package shall be furnished as complete refrigeration systems to service walk-in freezer/ refrigerator. o U.L.” Air-cooled Remote Refrigeration Package as shown on drawings. Refrigeration system shall be housed in a weather protected enclosure. The frame, enclosure, and panels shall be fabricated of galvanized steel. Entire frame shall be pre-assembled, welded, cleaned, and painted with a prime coat of zinc chromate then finished with a coat of baked enamel epoxy based paint. The condenser shall be sectional, removable multi- circuited with rifled tube slotted finned and shall be designed for 20ºFTD. Condenser fan motors shall be mounted on the top of the enclosure. ● Refrigeration Units o Air-cooled condensing units shall be hermetic/glacier scroll type (Copeland). Each unit shall be equipped with high-low pressure control, liquid drier, sight glass & head pressure control, time clocks and singular pump down solenoid. o All compressor units shall be new factory assembled to operate with the refrigerant specified in the engineering summary sheet. Refrigerant R-404a shall be used on all commercial temperature units and low temperature units. ● Pre-Piping o All refrigerant lines shall be extended to either right or left side of the package in a neat and orderly manner. Suction lines must be insulated with Armaflex (1” thick forlow temp, ¾” thick for medium temp). o All tubing shall be securely supported and anchored with clamps. o Silver solder and/or sil-fos shall be used for all refrigerant piping. Soft solder is not acceptable. o All piping to be pressure tested with nitrogen at 300 PSI. After the condensing unit and coil have been connected, the balance of the system shall be leak tested with all valves open. ● Control Panel o The package shall have factory mounted and pre-wired control panel complete with main disconnect breaker switch, compressor circuit breakers, fuses, contactors and time clocks wired for single point connection. o Electrical contractor shall provide and install main power lines to panel and provide wire harness wiring for control and defrost heater between and the defrost clock and the refrigerant fixtures, all in accordance with the wiring diagram and local codes. ● Safety Caution o Each system and evaporator is shipped under nitrogen pressure. Use caution and exercise safety at all times when preparing for final hook-up. ● Evaporator Coil o Evaporator coils shall be direct expansion type fabricated of copper tubes with aluminum fins. All evaporator coils shall be provided with solenoid valve, thermostatic expansion valve, and electronic thermostat, piped and wired to the junction box for positive pump down. o Evaporative coils shall be equipped with energy saving “EC” motors. 11 41 26 – Walk-in Freezers ● General Design Criteria o Location: Sacramento Ca. o Walk-in Cooler / Freezer boxes located with-in the interior envelope of the kitchen. ● Applicable Codes & Standards o California Energy Code, 2016 o California Fire Code, 2016 o California Green Building Standards Code, 2016 o California Mechanical Code, 2016 o California Plumbing Code, 2016 o California Code of Regulations, Title 24 o California Health and Safety Code o California State Fire Marshal, Title 19 CCR o National Fire Protection Association (NFPA)

24

V. Standards | Product & System Standards

o NSF Standard 7 ● Operational/functional requirements o Walk-In refrigerator rooms will be maintained at 35° to 40°F o Walk-In Freezer room will be maintained at -10°F o Walk-In will receive all the deliveries directly from the receiving area through a swinging 42”x80” door. o Shelving will be (4) tier high wire type epoxy coated and NSF. o Refrigeration will be furnished as remote type air cooled unit and located outside on building roof. ● Approved Box Manufacturers: o RMI. o Duracold. o Thermalrite. ● Box Manufacture Specifications o Dimensions will change due to site condition manufacture of walk-in to fit specific project. o Assembly shall be furnished with a factory floor and installed in a recessed concrete slab o Insulation - Walls, Ceiling and Floor panels 4" of “foamed-in place urethane insulation. o Floor panels to be same as above except Heavy Duty reinforced for cart storage. o All wall, floor and ceiling section joints shall be fastened together with steel cam action speed locks. o All locks shall be actuated from inside with a standard hex type Allen wrench. o All socket ports shall be finished off with 1/2" diameter snap covers to match the color of the panels. o Panel installation shall be such that there is no need for calking at the panel joints. ● Doors o Doors shall be installed as shown on the drawings. Door shall be urethane insulated, flush-in fitting type 42" wide x 80" high with triple pane 1/4" thick plate glass 15”x20” view windows (freezer heated). Each door shall be furnished with door heater switch and mortise style lock. Doors to be 20-ga. stainless steel #4 finish inside and out. ● Digital Thermometer / Alarm and Light Switch o Each refrigerated compartment shall be monitored by a Modularm Model 75LC multimonitor as manufactured by Kitchen Brains, www.kitchenbrains.com. 75LC to include the following: 1. Built-in audible alarm for on premise annunciation and built-in dry contacts for remote notification capability for all alarm conditions. 2. Line voltage operation with built-in transformer power supply. 3. Built-in rechargeable battery backup with built-in recharging circuitry to maintain operation in a power failure and to provide backup to low voltage peripherals. 4. Energy Independence and Security Act Compliant timed compartment lighting control plus manual light control. (When so utilized, standard light switches are not required.) 5. HI-LO temperature alarm with Auto set function to automatically adjust set points for a cooler or a freezer. 6. Door ajar alarm. 7. Manual and automatic panic alarm. 8. AC failure alarm. 9. Magnetic contacts (low voltage) to sense compartment door status for door ajar alarm and to provide automatic lights on switch function when a door is open. Multiple magnetic contacts to be provided for each door for multi-door compartments. Multiple magnetic contacts connect in series to 75LC. 10. IP-1 Illuminated Push Button(s) (low voltage), mounted inside of walk-in near the door(s), to provide light switch function inside of the walk-in and to also provide both manual and automatic panic alarm function. IP-1’s to include low voltage illumination means and will remain lit at all times, both when AC power is present or when power failure occurs to help personnel inside the walk-in find the door during a power outage.

● Pressure Relief Vent o Factory mount in head section, electrically heated vacuum pressure relief vent above each freezer door. (If stainless steel exterior panel, provide stainless steel vent cover). Where conduit penetrates the ceiling panel electrical contractor to provide “EY” seal off.

25

V. Standards | Product & System Standards

● Coil Supports o Furnish to the mechanical refrigeration contractor sufficient quantity of 1/2 inch diameter nylon threaded rods with stainless steel nuts and washers to accommodate support of refrigeration coils. ● Utility Penetrations o Each trade to provide penetrations at refrigerator and freezer wall and ceiling panels to accommodate electrical, refrigeration lines and drain lines. All electrical penetrations to the ambient require “EY” seal off. All water sprinkler penetrations to the ambient require “EY” seal off. ● Finish Trim o Tolerance gaps between face of cold room walls and building walls/ceiling shall be finished with matching sheet metal angles furnished and installed by the Contractor. ● Enclosure Panels o Space between suspended ceiling and top of refrigerator shall be enclosed with matching sheet metal panels designed for easy removal to facilitate access to crawl space. ● Strip Curtains o For Walk-in doors: All strip curtains shall be of the NSF approved Kason Easy-mount system series #401SA606 with single piece extrusion channel. Strips shall be minimum 8” wide by .060 thick material and shall be rated to –20 degrees F. Curtains shall have all strips designed for a 50% over-lap. The overall dimensions of each curtain shall have an approximate minimum of 2” overlap at each side of the door and should hang within 1” of the floor. ● ID Label o For each compartment, provide at the ambient entrance adjacent to temperature indicator, a 1/16” thick self- adhesive black plastic label with 5/18” high white recessed letters. ● Construction Notes for Trades o Contractor 1. Contractors shall verify all dimensions and coordinate with other trades. 2. Contractor shall prepare and weather proof the platform and curbed openings for refrigeration piping and electrical conduit. 3. Contractor to provide underground trenching including all backfill for conduits. o Refrigeration Contractor 1. Contractor shall use only clean dehydrated, sealed refrigeration grade A.C.R. copper tubing. Use only long radius elbows to reduce flow resistance and line breakage. Do not use 45 degree elbows at all. 2. Silver solder and/or sil-fos shall be used on all refrigerant piping. Soft solder is not acceptable. Use minimum 35 % silver solder for dissimilar metals. 3. All piping must be supported with hangers that can withstand the combined weight of tubing, insulation, valves, and fluid in the tubing. 4. Use dry hydrogen in the copper tubing during brazing to prevent formation of copper oxides. Liquid and suctions lines must be free to expand independently of each other. Do not exceed 100 feet without a change in direction or an offset. Plan proper pitching, expansion allowance, and p-Traps at the base of all suctions risers and at every 15 feet of every vertical rise. Install service valves at several locations for ease of maintenance. These valves must be approved for 450 PSI working pressure. 5. All piping to be pressure tested with nitrogen at 300 PSI with all valves open and held for 12 hours. Electronic leak detectors shall be used to locate all leaks. 6. Complete system shall be evacuated to 500 microns with vacuum pump before charging the system. 7. Once system is charged and running, adjust all controls including pressure controls, expansion valves, thermostats, and time clocks. Return after 24 hours to verify proper operation of systems. 8. Refrigeration contractor to provide and install drain line heater with insulation in freezer to be connected by the electrical contractor. 9. Refrigerant suction lines outside of refrigerated compartments, not run in conduit, shall be insulated back to compressor with Armstrong Arma-Flex AP25/50 foamed plastic insulation or equal in accord with direction of the manufacturer. Minimum thickness shall be ¾” inch for commercial temperature and 1” inch for low temperature. Seal all joints with Armstrong 520 adhesive, or equal. Insulation exposed to the weather shall be finished with two coats of Armstrong white Armaflex finish, or equal. Apply insulation in strict accordance with manufacturer's recommendations. o Electrical Contractor

26

V. Standards | Product & System Standards

1. Electrical contractor provide power for refrigeration package and connect control and defrost system as called for in the wiring diagram. 2. Electrical contractor to provide 5-wire color-coded service from the time clock at the refrigeration package to blower coil in fixture for automatic defrost. 3. Electrical contractor to connect drain-line heater in freezer. 4. All electrical wiring and installation shall be in accordance with the wiring diagram and local codes. o Plumbing Contractor 1. Plumbing contractor to provide type “M” copper drain lines for walk-in refrigerator and freezer, pitched 1/2” per foot of run. In freezer, heated drain line must be insulated to prevent freezing. Trap drain lines outside of refrigerated space to avoid entrance of warm and moist air. 2. Plumbing contractor to provide individual drain line for each evaporator unless otherwise called for in the plans. 3. All plumbing installation shall be in accordance with local codes. 4. Factory personnel shall install this assembly with written certification provided by the manufacture to the Architect and Consultant. 5. Condensing units shall be air cooled semi-hermetic compressors. 6. Unit evaporators shall be sized and furnished as part of this item. 7. The system shall be provided with a weather cover and mounting channel unit and shall be completely treated with a rust preventative and two coats of baked enamel paint in color as selected by the Architect and where required shall be removable. 8. The condensing units shall be factory installed and factory wired to a common load center panel for one point field electrical connection. All wiring from the condensing units to the load center shall be through an electrical raceway. 9. The load center control panel shall be U.L listed and N.E.C approved and weatherproof with individual breakers for each condensing unit and time clocks. All contractors, time clocks, relays, automatic starting switches and any necessary electrical components shall be installed with the load center panel. 10. All condensing units shall be manufactured by Copeland (or equal explicitly approved by District). 11. The system shall incorporate the following items: a. Flexible vibration eliminator in the suction line. b. Liquid line sight glass. c. Liquid line dehydrator filter of ample capacity. d. Suction line filter of ample capacity. e. Thermal expansion valve for evaporator. f. Heat exchanger for evaporator. g. Refrigeration lines, hard copper Type “L” with “Silfos” brazed h. joints. i. Defrost timers and interlock relays as required. j. Winter control package. 12. Circuit breakers, automatic starting switch, motor protectors and pressure limit switches, all enclosed with interconnecting wires installed in a control panel ready for final connection by the Electrical Contractor. 13. Drain line heaters with insulated covers for all drain lines from unit evaporators to nearest indirect waste (floor sink). 14. Start-up, adjustment, and one year parts and labor warranty. Five-year warranty on motor compressors. ● Refrigeration Piping o Copper tubing shall conform to ASTM B88, piping shall be type ‘L’ ARC, refrigerant piping shall be exposed to view as required by the American Standard Safety Code for Mechanical Refrigeration. o Suction lines shall be sized to give a minimum pressure drop from evaporator to machine of 2 lbs. For high temperature systems and 1 lbs. for low temperature systems and shall allow gas velocities of not less than 750 FPM in horizontal runs and 1500 FPM in vertical risers. Liquid lines shall be sized to give maximum pressure drop of 3 lbs. from receiver to evaporator. o Tubing shall be graded to prevent trapping of oil.

27

V. Standards | Product & System Standards

o Refrigerant piping shall be properly secured with ‘Uni-Strut’ clamps located to conform to proper refrigerant piping practice. o Insulation of refrigerant lines. o Refrigerant suction lines outside of refrigerated compartments, not run in conduit shall be insulated with Armstrong FR/ARMAFLEX22. Minimum thickness of ½” for medium temperatures and ¾” for low temperature units. Slitting of insulation shall not be permitted. Seal all joints with Armstrong 520 adhesive, or equal. Insulation exposed to the weather shall be finished with two coats of Armstrong white Armaflex finish, or equal. Apply insulation in strict accordance with manufacturer's recommendations. ● Testing and Dehydrating o Pressurized systems with nitrogen to 300 PSI, test for leaks, after with each system shall be subjected to a vacuum to 100 microns for a period of 24 hours. ● Charging System o Provide refrigerant and oil, charge all systems and run an operational check for three (3) days duration. o Work by other trades: Final wiring of connections, inter wiring of time clocks and defrost relays, drain tubing from unit evaporators to nearest indirect drain, building sleeves, penetrations, conduit and/ or pull boxes provided under applicable General, Plumbing and or Electrical Sections. o Unit evaporators and condensing units as shown on the drawings and as specified are intended as a guide only and shall be verified and installed under the supervising of a competent refrigeration engineer. o Provide a metal backed baked (black and white) enamel wiring diagram for the system mounted on the outside panel of the unit evaporator and condensing unit. o Provide shop drawings and brochures for review, showing exact overall dimensions and weights, utility requirements, all accessories and piping diagrams, all conforming to all applicable codes and regulations.

12 00 00 – FURNISHINGS

Division 12 – General Comments ● All windows, roll-up garage doors, sidelights, vision panels, and any other opening to exterior shall be provided with a screen or cover to allow staff to close in the event of a lockdown to minimize intruder from looking into interior spaces.

13 00 00 – SPECIAL CONSTRUCTION ● Not Used

14 00 00 – CONVEYING EQUIPMENT

14 20 00 – Elevators ● Otis Elevators or Kone Eco-Space Elevators shall not be used. 14 42 00 – Wheelchair Lifts ● Avoid the use of stair, platform and other wheelchair lifts in favor of ramps. Use of these types of lifts shall only be considered when ramp option has been completely vetted and determined by the design team and District that a ramp is not feasible.

15 00 00 – 20 00 00 ● Not Used by Current CSI Format

21 00 00 – FIRE SUPPRESSION ● Not Used

22 00 00 – PLUMBING

22 01 00 – Operation and Maintenance of Plumbing ● All plumbing designs shall be fully reviewed with the District’s M&O Department during Schematic Design, Design Development and Construction Documents preparation design process.

28

V. Standards | Product & System Standards

● Women and Men's Restrooms domestic hot and cold water shall each be isolated with ball valves from the main branch plumbing. ● Boys and Girls Restrooms domestic hot and cold water shall each be isolated with ball valves from the main branch plumbing. 22 10 00 – Plumbing Piping ● No plastic pipe shall be allowed above ground for domestic water. ● Roof mounted condensate drains shall be galvanized pipe. Each run of condensate drain on the roof shall be supported on elevated pipe supports at least 8-inches above the roof level. Free-end supports shall be mechanically fastened to the roof. See District Standard Details for Structurally Anchored Pipe/Equipment Support on Roof and Non-Structurally Anchored Pipe Support on Roof. 22 30 00 – Plumbing Equipment ● All major plumbing equipment shall be reviewed with the District’s M&O Department during Schematic Design, Design Development and Construction Documents preparation in the design process. 22 33 00 – Electric Domestic Water Heaters ● The use of instant-hot water heaters and tankless water heaters is discouraged in new construction. Insta-hot water heaters should be limited to modernization projects and confirmed with the District in advance. Standard tank-type electric water heaters are preferred even when used for small capacity applications. 22 42 00 – Commercial Plumbing Fixtures ● All new classrooms in new construction should have a sink with cold water. Confirm with budget requirements on a project-by-project basis and gain District approval. ● Plumbing fixture flow-rates shall meet CalGreen Code requirements, for example, 1.28 GPF for water closets, 0.5 GPF for urinals. The flushometer and fixture flow ratings shall be matched. ● The District’s 2015 Educational Specifications have identified the following distribution and nature of sinks and water supply at various functions: ✓ Staff room kitchenette shall have counter-top sink with hot and cold water. ✓ Health Studio and Learning Studio shall have counter-top sink with drinking fountain bubbler. ✓ Juice bar room and Café room shall have a large commercial sink with hot and cold water, a commercial dishwashing station and provision for an independent ice maker. ✓ Commons/Living room and Performing Arts Choral Studio, and PE Rooms shall have drinking fountains. ✓ Teacher Collaboration/Lounge and Project Lab shall have sink with hot and cold water. ✓ Special Education Studio shall have sink with hot and cold water and bubbler. ✓ Middle School and High School Science Classrooms shall have acid resistant sinks with hot and cold water at each station and fume hood with sediment bottle type trap at the demonstration sink; gooseneck style faucets, emergency eyewash or shower, high-pressure water for chemistry and physics setup, gas fittings at each lab and lecture station with master shutoff located at teacher demonstration station and compressed air and vacuum fitting at each station. Fume hoods at Middle Schools are needed only in classrooms with special programs. ✓ Performing Arts Dressing Rooms shall have sinks with hot and cold water in the make-up stations. ✓ Performing Arts Scene Shop shall have deep-basin sinks with hot and cold water. ✓ Performing Arts Band Studio shall have (1) deep-basin sink in the Instrument Storage area. ✓ Art Studio shall have (4) stainless-steel sinks with traps, floor drains with traps, exterior sinks at Art Patio, and compressed air and natural gas connection for gas kiln. ✓ CTE Labs shall have stainless-steel sink basins with hot and cold water and trap, and floor drains with trap. ✓ PE Training Room shall have (1) drinking fountain, water connection for refrigerator and ice machine, and water spigot at a floor sink for filling water containers. ✓ Locker Rooms shall have Individual and column showers, toilets and sinks, drinking fountains, floor drains in locker rooms, showers, drying and toilet areas, and a master shower control located in office. ✓ Pool Equipment/Storage shall have large-basin sink with hot and cold water. ✓ First Aid Room shall have counter-top sink with hot and cold water, and water connection for refrigerator and ice machine.

29

V. Standards | Product & System Standards

● At all new roof construction, any roof replacement projects and at all full campus modernization programs that include roofing scopes, provide at least (1) rooftop hose bib for every 5,000 to 6,000 s.f. of contiguous roof area. ● Locking recessed wall boxes are required at exterior in-wall locations. ● Floor drain or similar traps directly connected to the drainage system and subject to infrequent use shall be protected with trap seal primer provisions; except, where not deemed necessary for safety or sanitation by the District. Areas with water heaters or boilers are example of locations where trap seals are necessary. Restrooms with both floor drain and hose bib are not considered infrequently used; therefore, trap seal primer provisions are not required. ● Building water supply systems where quick-acting valves are installed shall be provided with mechanical water hammer arrestor(s) to absorb high pressures resulting from the quick closing of these valves. All flushometer and metered lavatory faucets headers shall include the minimum quantity of arresters strategically required per Plumbing and Drainage Institute, WH-201. ● Air chambers may only be installed in an existing restroom with a single flushometer or lavatory meter faucet fixture on existing buildings modernization retrofit only. Air chambers size, length (minimum 18-inch) and diameter shall be engineered based on flow and pressure per industry practice. Air chambers recharge provisions are required. 22 42 13 – Commercial Water Closets, Urinals ● Porcelain fixtures shall be manufactured by American Standard, Eljer or Kohler. See Standard Modernization Specifications Section 22 40 00. ● All urinals shall be provided with wall cleanout per District Standard Detail . 22 42 16 – Commercial Lavatories and Sinks ● Porcelain fixtures shall be manufactured by American Standard, Eljer or Kohler. See Standard Modernization Specifications Section 22 40 00. 22 42 43 – Flushometers ● Flush valves shall be manufactured by Sloan. See Standard Modernization Specifications Section 22 40 00. 22 47 00 – Drinking Fountains and Water Coolers ● Refrigerated and Non-Refrigerated drinking fountains shall be provided as follows:

HIGH SCHOOL MIDDLE SCHOOL ELEMENTARY SCHOOL

refrig. non-refrig. refrig. non-refrig. refrig. non-refrig.

Administration X X X

General Classrooms X X X

Science Classrooms - - - - N/A N/A

Home Economics - - - - N/A N/A

Art - - - - N/A N/A

Gymnasiums / Lockers X X N/A

Theaters / Performing Arts X N/A N/A N/A N/A

Toilets – Staff ------

Toilets – Student ------

Kitchens / Snack Bars X X X

Shops X N/A N/A N/A N/A

Multi-purpose N/A N/A X X

Library / Media Center X X X

30

V. Standards | Product & System Standards

22 66 00 – Chemical-Waste Systems for Laboratory Facilities ● Chemical/heat resistant sinks with hot and cold water shall generally be provided at all high school and middle school science lab stations and teacher’s demonstration table. Sinks shall be provided with sediment traps for easy cleanout and complete chemical resistant piping systems with neutralization tanks shall be provided. See 2014 SJUSD Education Specifications for further programming information. Coordinate with Section 110000 material specifications. Details References: Typical Urinal Cleanout Piping Detail 1/P0.1 (0-All Design Details 6-15-15.pdf)

23 00 00 – HEATING, VENTILATING AND AIR CONDITIONING (HVAC)

23 01 00 – Operation and Maintenance of HVAC Systems ● All HVAC equipment and design approach shall be reviewed with the District’s M&O Department during the Schematic Design, Design Development and Construction Document preparation in the design process. 23 09 00 – Instrumentation and Control for HVAC ● District standard for EMS system is Alerton Controls. Software and hardware to be most current and compatible. ● Addressable equipment to have associated room designation whenever possible. ● 3/4" control wiring conduit is the minimum size conduit except indoors where serving only one device. Conduit to be rigid galvanized ONLY. No IMS or EMT to be used on roof. It is acceptable to use EMT inside walls or surface mounted at interior locations only in electrical / storage rooms. All other interior mounted raceway shall be wiremold. ● CO2 sensors to be provided in gymnasiums, Demand Control Ventilation economizers and where required by Title 24. ● Permanently attached, engraved phenolic type identification tags are required for equipment. 23 30 00 – HVAC Air Distribution ● Avoid rooftop/exterior ductwork whenever possible. When required or at existing conditions rooftop ductwork and supports shall be painted to match building exterior base color with semi-gloss sheen. Add sheet metal pitched covers over roof mounted duct to shed rain and prevent water puddling. 23 34 00 – HVAC Fans ● The District’s 2015 Educational Specifications have identified the following HVAC exhaust fans at various functions: ✓ Staff room kitchenette, health studio, juice bar and café room to have exhaust. ✓ Science Classrooms to have Exhaust capacity for fume hood. ✓ Performing Arts air delivery / velocity to be designed for low ambient noise level (max. ambient NC 20) and no curtain billowing and automatic smoke vents as required. Min. 50 STC rating between theater and adjacent occupied spaces. ✓ Performing Arts Scene Shop to have Exhaust fan. ✓ Art Studio to have Room exhaust for kiln, spraying paint / spray booth. ✓ CTE Labs to have Room exhaust for additional ventilation, an Exhaust fan at each cooktop location, and Air supply for pneumatic tools. ✓ PE Rooms and Social/Dining Rooms to have General Room Exhaust. ✓ PE Training Room to have Dryer exhaust. 23 38 16 – Fume Hoods ● Demonstration and/or student-use fume hoods shall generally be provided at all high school science labs. Fume hoods at middle school science labs shall be limited to those labs with special program requirements that would necessitate the use of fume hoods, but shall not be required at all middle school labs. See 2014 SJUSD Education Specifications for further programming information. 23 41 00 – Particulate Air Filtration ● Filters shall have hinged access doors for servicing. 23 54 00 – Furnaces ● Filters shall have hinged access doors for servicing. ● Where applicable, the District has a preference for gas-fired furnaces in lieu of heat pumps and Variable Refrigerant Flow (VRF) systems. Individual split system may be considered at limited, special case areas when approved by the District. 23 74 00 – Packaged Outdoor HVAC Equipment ● Trane is the preferred manufacture for HVAC equipment, design basis.

31

V. Standards | Product & System Standards

24 00 00 ● Not Used by Current CSI Format

25 00 00 – INTEGRATED AUTOMATION ● Not Used

26 00 00 – ELECTRICAL

26 01 00 – Operation and Maintenance of Electrical Systems ● Use nylon covers, no plastic. Stainless steel may be used at high abuse areas when confirmed with District. ● Do not use precast concrete covers for outdoor underground utility boxes. Use traffic rated steel bolt on covers properly marked to indicate utility type. In-ground box shall have a metal lip that allows District to tack weld shut the box. ● Contractor shall not use the factory provided adhesive or tape for mounting surface raceways (Wiremold). All raceway shall be mounted with appropriate mechanical fastening methods every 16” on center into studs or solid backing. ● Specifications shall indicate that all field tests and review of electrical equipment shall be done in the presence of District facility staff. ● Engraved permanent phenolic nameplates are required for all significant electrical equipment. Permanently secure nameplates to electrical equipment with screws. ● Specifications shall indicate the contractor shall provide a minimum of 10 days’ notice prior to any electrical service shut down. ● All conduit, boxes and supports shall be primed and painted to match existing conditions, adjacent roof surface or to best match building body color.

26 09 23 – Lighting Control Devices ● Title 24: Occupancy sensors, daylight sensors zoning. No step switching/dimming; gradual dimming for daylighting. ● Provide classroom lighting control system for general lighting, video presentation and marker board presentation. ● Use lighting controls by Douglas, Lutron or Wattstopper. ● Specifications shall indicate that lighting control systems training shall be provided to the District’s selected facility staff. Training shall include 3-month, 6-month and 1-year follow up training in addition to initial start-up training. 26 21 00 – Electrical Service Entrance ● No PVC conduit risers from underground unless at protected under-floor locations. Provide wrapped rigid conduit for exposed conduit risers. ● Provide underground conduit tracer tape. 26 24 00 –Switchboards and Panelboards ● For new electrical site service, design the electrical service size (amperage) to provide capacity for current and future needs plus 25% spare electrical capacity. ● Provide panel with disaggregation of electrical circuits for lighting, power, HVAC, and electric water heater per Title 24 compliance. 26 27 00 – Distribution Equipment ● Per current Title 24 California Building Energy Efficiency Standards: provide electrical usage meter for larger rated panels (main switchboard and/or distribution panels) for user accessible metering of total electrical use that indicates instantaneous kW demand and kWh for a user-resettable period. ● Title 24: Provide automatic switch-off for 120V receptacles in offices and conference rooms, copy room. 26 28 00 – Circuit Protective Devices ● The dedicated circuit breaker providing 120V circuit to fire alarm panels and fire alarm power extenders shall be provided with lock-on device to “LOCK” the circuit breaker to remain on the “ON” position and the circuit breaker handle to be painted color “RED” as required by DSA. 26 31 00 – Photovoltaic Collectors ● For new school buildings (3 stories or less), per current Title 24 California Building Energy Efficiency Standards mandatory, provide provisions (access points, boxes and conduits and pull wire and space) to more easily enable the future addition of solar electric or solar water heating systems. 26 43 00 – Surge Protective Devices

32

V. Standards | Product & System Standards

● At a minimum, provide surge protective devices at the main electrical service Main Switchboard, Distribution Panels and panels serving sensitive electronic equipment. 26 50 00 – Lighting ● Use of LED light fixtures is preferred by the District. For non-LED interior light fixtures, provide fixtures with dimming capability (dimming ballast for linear fluorescent lighting fixtures) for gradual multi-level lighting controls to comply with Title 24 California Building Energy Efficiency Standards. ● Use 5000K color temperature for LED light fixtures in all locations. Use 5000K color temperature for fluorescent light fixtures. ● Use heavy duty vandal-resistant fixtures where subject to abuse (i.e., restrooms, gymnasiums, emergency lighting and exterior locations). ● Wherever possible, new light fixtures shall be LED type. Acceptable manufacturers include Finelite, Kenall, Lithonia, Cree Lighting, and Gardco. Listed below are some of the more common school spaces and the associated fixture type. ✓ Classrooms, Office Spaces, and Interior Corridors: ▪ Finelite High Performance Recessed Light, HPR-EP series, which are rated for 100,000 hours (L90) with a 10-year warranty, manufactured in Northern California, and marked with unique fixture code identifying all relevant project info. LED board and driver are to be replaceable and accessible from below. Supplied with 0-10V dimming driver. ▪ Philips Day-brite DuaLED, which is rated for 50,000 hours (L70), with a 5-year warranty. Replaceable LED board and driver are accessible from below. Supplied with 0-10V dimming driver as a standard ✓ Classrooms and Office Spaces with pendant lighting: ▪ Suspended Direct/Indirect like Finelite S12-LED or S16-LED, which are rated for 100,000 hours (L90) with a 10-year warranty, manufactured in Northern California, and marked with unique code identifying all relevant project info. Replaceable LED board and driver are accessible from above. Supplied with 0-10V dimming driver as a standard. ✓ Interior Hallways, Corridors, Toilets Rooms, and Wall-Mounted Locations: ▪ Architectural high-abuse luminaires such as Kenall Millennium Series LED, which offers a “Peace of Mind” guarantee: if luminaire, lens, or house breaks due to accident or vandalism, Kenall will repair or replace it free of charge for product life or original installation. Millennium product family includes wall-mount, canopy-mount, and recessed downlights; available in round, oval, square, and rectangle shapes (with or without stylish decorative fascia.) Constructed with marine-grade aluminum housings paired with high-impact, UV stabilized clear or pearlescent polycarbonate lens. Provided with standard 0-10V dimming and field replaceable LED board and driver. Rated for up to 80,000 hours (L70) with optional emergency batteries for most types. ✓ Gymnasium / High-bay Applications: ▪ Philips Day-brite FBX LED high-bay style luminaire, rated for 10,000 hours (L70) with a 5-year warranty. Up to 45,000 delivered lumens, five optional distribution patterns. Wire guard available. LED boards and drivers are field replaceable, 0-10V dimming drivers supplied as standard. ▪ Meteor Whiz high-bay style luminaire, which offers a unique aesthetic and is rated for 100,000 hours (L70) with a five-year warranty. Wet-location listed, with up to four optional beam spreads and optional wire guard. Luminaires are available with 0-10V or DMX dimming. ✓ Lighting Controls ▪ Wattstopper's Digital Lighting Management (DLM) offers a code compliant distributed lighting control solution. Local Room Controllers (LMRC) and Plug-Load Controllers (LMPC) control switches, dimmers, occupancy sensors, daylight sensors, and controlled receptacles in a free topology via Cat-5 cables. Astronomic time clock control and BMS interface can be achieved by networking Room and Plug Load Controller to lighting control panel (LMPC) via Network Bridge (LMBC). Factory drawings, start- up/commissioning services, and training can and should be specified in bid documents. ▪ See section 26 82 00 for more information. 26 51 00 – Interior Lighting (Light Level Standards) ● The following are general standards for acceptable lighting levels: ✓ Classrooms 40 fc ✓ Home Economics 40 fc ✓ Science Laboratories 50 fc ✓ Music Rooms 40 fc

33

V. Standards | Product & System Standards

✓ Shops 30 fc – 50 fc ✓ Gymnasiums 50 fc ✓ Cafeterias ▪ Kitchen 50 fc ▪ Cleaning 20 fc ▪ Dining 20 fc ✓ Offices 40 fc ✓ Conference Rooms 40 fc ✓ Toilet Rooms 10 fc ✓ Hallways 10 fc 26 52 00 – Emergency Lighting ● Use vandal-resistant emergency light fixtures. ● District does not want the combination “bug-eye” headlights and emergency battery type fixtures for egress lighting. ● Use emergency battery pack within the light fixtures or use inverters to provide emergency power for egress lighting. 26 53 00 – Exit Signs ● Use vandal-resistant illuminated exit signs. ● Use LED lighted exit signs with built-in emergency egress down light at the bottom of the lighted exit sign. 26 55 00 – Specialty Lighting ● Provide adequate lighting levels to support security cameras where used. Coordinate with camera specifications, required illumination durations (time of day) and lighting controls. ● Provide display lighting, theatrical lighting, task lighting and other specialty lighting where required. 26 56 00 – Exterior Lighting ● Use vandal-resistant exterior light fixtures. ● Use LED light fixtures with motion sensors for parking lot light and outdoor area lighting fixtures to reduce energy use as required by Title 24. ✓ Site Lighting ▪ Parking and site luminaires to be like Philips Gardco PureForm, which offers sleek, architectural design and optional integral or pole-mounted occupancy sensor and standard 0-10V dimming. Full cut-off performance and optional LEED corner mount optic. Luminaire offers field replaceable board and driver. Rated for 154,000 hours (L70) with a five-year warranty. ▪ Pedestrian scale and post-top luminaires to be like Philips Gardco SlenderForm, with unique design and optional painted ring. Motion control achieved with standard 0-10V dimming driver and pole- mounted occupancy sensor. Offers full cut-off optics and field replaceable LED board and driver. Rated for 200,000 hours (L70) with a five-year warranty. Or, consider Philips Lumec UrbanScape, which offers contemporary design in several designer finishes. Motion-response achieved with a standard 0-10V dimming driver and tenon-mounted sensor. Rated for 100,000 hours (L70) and a 5-year warranty. ✓ Exterior Walkways, Corridors, Canopies, and Wall-Mounted Locations: ▪ Architectural high-abuse luminaires such as Kenall Millennium Series LED, which offers a “Peace of Mind” guarantee: if luminaire, lens, or housing breaks due to accident or vandalism, Kenall will repair or replace it free of charge for product life or original installation. Millennium product family includes wall-mount, canopy-mount, and recessed downlights; available in round, oval, square, and rectangle shapes (with or without stylish decorative fascia.) Constructed with marine-grade aluminum housings paired with high-impact, UV stabilized clear or pearlescent polycarbonate lens. Provided with standard 0-10V dimming and field replaceable LED board and driver. Rated for up to 80,000 hours (L70) with optional emergency batteries for most types.

27 00 00 – COMMUNICATIONS

271123 – Communication Cable Management and Ladder Rack ● Section added for this specific material which typically only occurs when a MDF or IDF is being worked on. ● All conduit, boxes and supports shall be primed and painted to match existing conditions, adjacent roof surface or to best match building body color. 27 13 00 – Communications Backbone Cabling

34

V. Standards | Product & System Standards

● District preference is to establish an IDF for every two classrooms. This minimizes the cost to add future cabling into the IDFs. IDF cabinets shall be located in close proximity to the main entry door for minimal disruption to classroom teaching upon maintenance. ● Fiber feed to each IDF shall be as follows: o If existing MDF is to remain on the campus, match type of fiber currently installed, typically 62.5 micron, 6 strand multi-mode fiber. ● If new MDF is part of the project, each of the IDFs shall be fed with a new 6 strand single mode fiber. ● Voice feed to each IDF shall be a minimum of 4 pair copper cable. The number of pairs shall be anticipated of phones plus 20% for future growth. If VoIP is installed at the campus, or the project scope includes the roll out of VoIP at the campus, each IDF shall have a 4-pair copper feed installed for potential future analog circuit needs. ● All IDF fiber, feeder, and station cabling terminations shall be on a modular patch panel. ● Appendix added to section with district pre-approved/standardized materials outlined. 27 15 00 – Communications Horizontal Cabling ● All voice and data station cabling shall be universal, Cat6 minimum. Specific cables and jack colors are listed in the technical specifications. ● Wireless access point locations, 2 for each classroom shall be universal, Cat6A. Specific cables and jack colors are listed in the technical specifications. ● Wireless data connectivity: ✓ Each typical classroom shall have two wireless access point data drops installed. They shall be placed with a distance of at least 20’ feet from existing and new access points. District will program the access points (vendor specific, contact Technology Services for current hardware requirement) prior to contractor installation. ✓ Larger gathering areas (MP rooms, cafeterias, Gyms, etc. shall have a minimum of 2 but likely 4 wireless access point data drops installed. The access points will need to be protected by a plexi-glass cover that allows for the antennas to be pointed as required (up, down or outward at a 90-degree angle. ✓ External connections to outdoor learning areas are becoming a requirement for the teaching environment at SJUSD. In instances where this will be required, the exterior antenna shall be mounted on the corner of a building. Antenna cables shall be routed to the interior of the building prior to connecting them to spark arrestors and then continuing to the access point mounted on the interior to the building, as close to the exterior antenna as possible. ● Classroom connectivity: ✓ Wall phone outlet shall be mounted within five 5’ feet of primary door to classroom, preferably on the strike side of the door. Wireless phone connection not acceptable. ✓ Dedicated hardwired data drops in classrooms. o 4 to 6 dedicated hardwired data drops per classroom for teacher and student usage. o One each printer data outlet. SJUSD does not support wireless printers at this time. o Data outlets shall be designed to be adjacent (within 18”) of an electrical outlet, except for wireless access points and wall phones. o 2 ea. data outlets behind each TV / LCD location for and Apple TV and/or Mac Mini or similar devices. If project budget does not allow TVs as part of the project, the pathway and data drops shall be installed as part of the project. If budget cannot accommodate TV’s, the site’s FF&E budget will need to be used. ✓ AV control system, quantities as required. Wireless should not be relied on. ✓ 1 ea. for lighting control system if it is connected to the network. Wireless connections not acceptable. If reliant on PoE power, proper coordination for switch load needs to be considered. ✓ Environmental controls / HVAC Thermostats, if it is connected to the network. Wireless connections not acceptable. If reliant on PoE power, proper coordination for switch load needs to be considered. ✓ Electronic door security if it is connected to the network. Wireless connections not acceptable. If reliant on PoE power, proper coordination for PoE switch load needs to be considered. ● Other Outdoor and Indoor data connectivity: ✓ Irrigation Controls if networked, connect via hardwire. Wireless connections not acceptable unless prior approval from the district. ✓ Outdoor (and Indoor) Lighting Controls if networked, connect via hardwire. Wireless connections not acceptable unless prior approval from the district. ✓ Pool Controls if networked, connect via hardwire. Wireless connections not acceptable unless prior approval from the district.

35

V. Standards | Product & System Standards

✓ Intercom control unit. Connect via hard wire. ✓ Fire Alarm Panel. Connect via hard wire. ✓ Intrusion Alarm Panel. Connect via hard wire. ✓ Card Access panel. Connect via hard wire. ✓ CCTV recording unit. Connect via hard wire. ✓ CCTV cameras. Connect via hard wire. Provide power for exterior pan-tilt-zoom cameras as required for operation. 27 41 00 – Audio-Video Systems ● AV standards throughout the district for general classrooms shall require: ✓ Two large slim-line screen monitors (70” or 80” depending on classroom size), not to exceed 4” from wall when combined with a wall mount bracket (ADA requirement). Proper in-wall backing shall be coordinated with architect / structural. To standardize on type of TV’s throughout the district, district purchasing continues to pre-negotiate mfg / model and pricing with various vendors. The TV’s must be included in the design by Design Team if project budget allows, but will need to be listed as owner furnished contractor installed. The ordering of the TV will be a combined responsibility of the design team / construction management team during construction. Allow approximately 60 days for the ordering and delivery of the TVs. TV monitors not within the project budget and/or scope will be purchased by the site through the district’s purchasing department. ✓ Each monitor shall connect to a single teaching input source with HDMI connectivity and distribute “mirrored” image content to two classroom monitors. An additional HDMI input shall be provided below each monitor for stand-alone use in group break-out sessions. ✓ The main TV to be used by the teacher (TV-01) will have an Apple TV connected to it. The Apple TV must be owner furnished, contractor installed. The district has a special arrangement for the purchasing of Apple TVs in order for proper etching and configuration of the units. The ordering of the Apple TVs will be a combined responsibility of the design team / construction management team during construction. Allow approximately 60 days for the ordering and delivery of the Apple TVs. ✓ Minimum requirement for additional audio amplification shall be provided, by an external sound bar mounted below each monitor. ✓ The TVs shall be controlled via a RS-232 control system. Control functions shall, at a minimum, include: ▪ On / off ▪ Volume up / down ▪ Source selection ✓ Mobile TV carts, if required shall consist of: ▪ Egotron Neo-Flex Mobile Media Center UHD TV cart ▪ Apple TV with mounting bracket (both ATV and remote) mounted on top left rear side of TV with IR receiver visible to the eye. The ordering of the Apple TVs will be a combined responsibility of the design team / construction management team during construction. Allow approximately 60 days for the ordering and delivery of the Apple TVs. ▪ RS-232 control panel mounted on cart tray. Button control system such as SP Controls Pixie+ is an acceptable solution at a fairly reasonable cost. ▪ Power strip with 15’ cord secured to the cart. ✓ Category 6 patch cord, 25’, plugged in to the ATV and routed / secured to the 15’ power cord. ● AV standards throughout the district for advanced science/media classrooms shall require. ✓ See above section for TV and Apple TV standards. ✓ Any input plate in the room can route content to any monitor (matrix switcher) if budget allows. ✓ Presenter / Teacher voice lift system and amplified sound required. ✓ Lecture capture or similar solutions to be implemented if project planning / programming requires and budget allows. ✓ Inputs for document cameras, microscopes and other sources required. ✓ Setup of active lecture streaming or distance learning to be explored and implemented as required. ✓ Divisible rooms as designated on plans shall be configured so that when divisible wall is open both classrooms shall operate in similar fashion and display content from any input station to any of the selected LED monitors. When divisible wall is closed, classrooms shall operate independent of each other and input from associated room shall only be displayed on associated LED monitors within enclosed classroom. 27 41 01 – CATV System

36

V. Standards | Product & System Standards

● Currently, the district has not implemented CATV/IPTV system standards. Design shall include a coax analog distribution to each of the TV/LCD locations. New system shall be connected to the existing campus system and properly balanced. 27 51 23 – Intercom and Program Systems ● District is standardized on Bogen Quantum intercom units. ● Majority of campuses have the intercom control unit (head end) installed and likely room for growth. The designer shall verify that the system has room to add devices as required. ● If the classroom has a suspended, drop-in ceiling type, preference is to install a ceiling speaker that fits in the ceiling grid. 27 51 26 – Assistive Listening Systems ● Design to code requirements. Technical specifications outline the required district standards. 27 53 13 – Clock Systems ● Current district standard is Bogen analog clocks throughout the campus areas because of the low power draw. The exception being office administration areas. ● Main administration area should have a digital IP type clock installed. ● MP / Gym / Cafeteria areas shall have 16” analog type clocks with a cage to protect the clock from objects.

28 00 00 – ELECTRONIC SAFETY AND SECURITY

28 13 00 – Access Control ● The following items should be considered for new construction or modernization projects: o ¾” conduits into door frames on each side of the door (to be discussed during building programming). o Each new door shall be equipped with a door contact for monitoring of door open. o All entry and exit areas of administrative buildings shall have provisions for future access control if equipment is not installed as part of the project. o Doors into serviceable areas (i.e. mechanical rooms, electrical rooms, MDFs, IDFs, boiler rooms, etc.) shall be equipped with, at minimum, pathway into the door frame as well as door contact. o Double gang box mounted above the door, on the secure (inside) side of the door, on the strike side of the door. The intent is for this box to house the network drop, the PoE enabled access control IP device as well as connections from the door hardware to the access control IP device. In addition, if a REX is required, it can be mounted adjacent to the blank faceplate used to cover the double gang box. ● Electrified door hardware devices shall be powered using PoE if at all possible. 28 16 00 – Intrusion Detection ● District has recently changed its standards to Bosch intrusion system.i If the site does not have a recently installed Bosch intrusion panel, the project design shall include the installation of a new Intrusion Alarm Control Panel (IACP). The new IACP(s) shall be connected to the districts receiver over the district existing IP network. ● Most campus currently have EST or Honeywell motion detectors connected to the last card on the fire alarm panel. Existing EST / Honeywell motion detectors shall be replaced with new Bosch intrusion detectors and connected to the new Bosch IACP. 28 23 00 – Video Surveillance ● Presently, the district is standardized on Panasonic IP cameras and network video recorders (NVR) as outlined in the technical specifications. ● Designer to review and assess existing analog or digital camera systems. Any system components older than 7 years shall be replaced as part of the project. ● Designer to review each camera location for proper lighting and modify / add lighting as required. 28 31 00 – Fire Detection and Alarm ● District is standardized on EST fire alarm system. Very few sites still have older, non-EST fire alarm systems installed. In these instances, all non-EST devices are to be removed and replaced with new EST compatible devices. Most existing EST panels do have capacity for modest expansions but shall be field verified with all new or modernization projects. o If the site does not have current voice evac communication panel, a new EST voice evac panel shall be added or if possible, existing EST FACP shall be replaced with the new EST voice evac panel.

29 00 00 – 30 00 00 ● Not Used by Current CSI Format

37

V. Standards | Product & System Standards

31 00 00 – EARTHWORK ● See Standard Modernization Specifications Section 32 00 00 for District standards for earthwork and compacting requirements.

32 00 00 – EXTERIOR IMPROVEMENTS

32 01 00 – Operation and Maintenance of Exterior Improvements ● See Standard Modernization Specifications Section 32 12 00 for District standards for crack sealing, and striping of existing asphalt paving and play surfaces. 32 12 00 – Flexible Paving ● Asphaltic concrete paving shall comply with Caltrans Specifications Section 39 for Type B asphalt, ½” mix. Asphaltic concrete surfaces shall receive a two-coat slurry seal. Edges not adjoining concrete, buildings, or permanent structures shall have a redwood header board. 32 13 00 – Rigid Paving ● See Standard Modernization Specifications Section 32 12 00 for District standards for slurry sealing of asphalt concrete. ● See Section 03 35 00 of these Design Standards for concrete paving standards. 32 17 26 – Tactile Warning Surfacing ● See Standard Modernization Specifications Section 32 17 26 for District standards for tactile warning surfacing. 32 31 00 – Fences and Gates ● Vinyl privacy slat colors in chain link fences and gates shall be limited to black color. ● See Standard Modernization Specifications Section 32 31 13 for District standards for ornamental iron fencing. ● See District Standard Details for ornamental iron fence and gate details. ● Ornamental iron fencing shall typically be used along school frontages where visible by the public to provide curb appeal. Vinyl slats and black vinyl coated chain link typically used at all other on-site locations. Standard galvanized chain link fence material used only with approval from District. 32 33 00 – Site Furnishings ● Seating and tables shall be as manufactured by Wabash Valley, Signature Series, Model SG303D or SG304D bench with in-ground mounts. 32 33 13 – Site Bicycle and Skateboard Racks ● A/E team shall work closely with District Safe Routes to School Coordinator for bike rack yard. This shall include input on yard size, quantity and locations of both bike and skateboard racks, proper clearances, multiple gates for directional flow of students, signage at entrances and exits, etc. 32 80 00 – Irrigation ● Any work as part of a project that affects an existing landscaped area shall be reviewed by a Landscape Architect to confirm that modifications to existing landscaping or irrigation meets District standards. ● Plans to include irrigation schedule and water use calculations. ● Double pipe mainline instead of sleeving the mainline pipe for pavement crossings that exceed 16' in length. ● Automatic control valve assembly is to include a brass gate valve and no unions. ● All trees are to be irrigated on their own valve regardless if they are in shrub beds or lawn. ● Valve boxes to use crushed rock below the valve. No sand or pea gravel. ● No two-wire control systems. ● No mainline or lateral line fittings are to be installed under pavement. Any deviation to be approved by District maintenance. ● Please note that some conditions may require products which differ from these standards. Should this occur, please contact the District to discuss the options. ● For all landscape and irrigation projects coordinate pre and post inspections with and provide copies of invoices for the purchase of irrigation related equipment and labor to the grounds supervisor, for irrigation related materials (such as, but not limited to: rain sensors, clock and battery operated irrigation controllers, rotor heads, turf replacement, etc. ● Comply with all local water district standards for watering days, times and durations when programming controllers and timers. ● The following design elements shall be incorporated into all school sites projects utilizing fresh water: V The irrigation system shall incorporate multiple water lines in order to separate drought tolerant plants from non-drought tolerant plant material. Minimum water consumption shall be the primary objective in the design

38

V. Standards | Product & System Standards

of the irrigation system, which should include (but not limited to) bubbler heads, low gallonage matched precipitation spray and rotor heads, etc. V Irrigation systems, which result in minimum runoff and evaporation, are strongly encouraged. V An electronic controller shall operate the irrigation system, and shall have the capability to accept communication with the Hunter IMMS Central Control System Software 32 81 00 – Irrigation Components ● The following irrigation components are District standards and shall be used on all new and modernization projects: ✓ Master Valve: Normally Closed Griswold ✓ Flow Sensor: CST, compatible with Hunter ACC ✓ Booster Pump: Custom Pump and Power ✓ Irrigation Controllers o Hunter – ACC. o Controller shall be installed in pedestal or wall mount enclosure, one controller per pedestal or cabinet, and be sized to accept additional future irrigation zones. ✓ Controller Enclosures o Shall be the Strong Box brand or similar steel construction sized accordingly that allows adequate working space for future maintenance. o Freestanding enclosures shall be mounted no closer than 1 foot from walls. Ensure the enclosure lid can be fully opened without interference of walls or other equipment. There shall be sufficient room in front of the controller for staff to service the unit. If the controller is located adjacent to heavily used sidewalks, the controller should be set back sufficiently so that staff can service the unit without excessive interference to pedestrians. The controller shall be located and the irrigation system designed so that sprinklers will not directly spray onto the controller, or into the cabinet when it is being serviced. ✓ Controller Grounding o Each controller shall be grounded in accordance with ASIC Grounding Guidelines. o Irrigation system grounding circuits consist of ground rods, ground plates, copper strips, straps, and solid copper wire. Ground rods are usually adequate for safety and for protection of electro-mechanical equipment. However, when protecting electronic equipment, ground plates shall be used by themselves or in conjunction with ground rods. Plates exhibit low inductance/impedance characteristics and are better suited for the protection of electronic equipment. It may be necessary to use access boxes and to label grounding conductors at the equipment for the convenience of electrical inspectors. o The ground rod shall be UL listed "copper clad" having minimum dimensions of 5/8" diameter and 8' of length. Construction is high tensile steel with a 10 mil copper skin, manufactured to the requirements of NEC article 250-52 (c). Usually installed in a vertical position. o The grounding plate shall be made to the requirements of NEC article 250-52 (d). The material used shall be a copper alloy intended for the purpose with a minimum thickness of 0.060”. Each plate shall expose a minimum of 5 ft 2 of surface area to contact the soil. Grounding conductors shall be attached to the plate using a welding process. Splices made to the grounding conductor shall be made using a welding process. Dissimilar metals and solder connections shall not be allowed. Usually installed in a horizontal position. V Remote Control Valve: o All remote control valves shall be Superior 950 brass valve except when not available by manufacture in which alternative must be presented to the district representative before work begins. Valve shall have pressure-regulation option. o One valve per box. Valves shall be centered in valve box to allow for servicing. A Christy's standard size (2.25" x 2.75") yellow polyurethane valve tag shall be affixed to each remote control valve indicating controller and station number. V Quick Coupling Valves: Rainbird 44NP with one-inch (1”) outlet. o Valves shall be installed in approved ten inch (10") round valve boxes with green locking cover. Should the box be subject to heavy loads, the box shall be suitably supported. o Top of valve shall be one inch (1") below bottom of lid. Sand may be used for backfill. o In turf: box shall be set with top set 3” below finish grade of turf. In planter areas: top of box shall be flush with finish grade of soil.

39

V. Standards | Product & System Standards

o For projects with four or more quick coupler valves installed, Contractor shall provide two (2) quick coupler keys with swivel hose ells, upon District acceptance of project. V Gate Valves: Nibco, Stockham, or King Brothers, Bronze with non-rising stem V Ball Valves: Nibco, Stockham, or King Brothers, Full Port Bronze Body. V Backflow Preventers: Wilkins 975XL-reduced pressure assembly up to 2”, 375 reduced pressure assembly 2- 1/2” and larger. V Backflow Preventer Enclosures shall be of steel construction and provide adequate size and security to back flow from vandalism. ✓ Pop-up Rotor Heads for turf shall be Hunter I-20 Series, or I-40/I-40-ON series, shall have a stainless steel riser, and shall be six-inch (6”) size. V Small Turf/Shrubs/Ground cover Spray Heads and Nozzles o Hunter PROS- 06-CV. o Nozzles ° Hunter MP Rotators ° Use Hunter PROS-06-PRS40-CV spray bodies when using MP rotator nozzles. V High-pop Spray Heads o Hunter – PROS-12-CV. o Hunter - PROS-12-PRS40-CV when using MP Rotator nozzles. V Bubbler Nozzles shall be Hunter – PCB. V Remote Control Valve Box shall be Brooks #1100, 1200 or 1419, or equal, 1211 deep rectangular plastic valve box with bolt-down green lid. V Gate Valve and Quick Coupling Valve Box shall be Brooks #1100, Carson #910, or equal, 10” deep round plastic valve box with bolt-down purple lid. Green lid for Gate and ball valves. V Wire Splice: 3M DBY/R Wire Connectors (clear). All splices shall be located in splice boxes or valve boxes. Each splice shall have a 24" expansion coil to allow future maintenance. No splices are allowed to be directly buried or located in sleeves. V Low Voltage Irrigation Control Wire o Type UF Irrigation Control Wire, U/L approved for direct burial, #14 AWG. o All wires will be looped up into each valve or splice box, through which the wires pass. o An electrical resistance test shall be conducted on all station field wires and the results recorded and forwarded to the District. V Irrigation Control Wire Colors o Single Controller Installations: ° Common wire – white. ° Pilot Wires – red. ° Master Valve Pilot – yellow. ° Sensor – blue. ° Spare – black. ° Trace – green. o Multiple Controller Installations: ° Contact District for details. All field wires will be labeled with the corresponding station number. V Main Line Piping o 3" size and smaller: ASTM D1785, PVC Schedule 40with Schedule 40 Solvent-weld fittings. o 4” and larger: ASTM D2241SDR 21, 200 PSI gasketed PVC. V Lateral Line Piping: Schedule 40 PVC with Schedule 40 solvent-weld fittings. V Additional Mainline Piping : A spare mainline pipe shall be installed next to all mainline V Conduit for Control Wires o Schedule 80 PVC U/L electrical conduit. o All conduit openings into the controller shall be sealed (duct seal, silicon, or Urethane foam) to prevent insects from entering the unit. The conduit sweep for the field wires shall terminate in a pull box (Christy N9 or FL9) may be called for on the 120VAC conduit prior to entering the controller. 40

V. Standards | Product & System Standards

V Swing Joint for Quick Coupling Valves and Rotor Heads: Prefabricated as made by Rainbird or approved equal. V Utility box covers (District maintained) should comply with the following standard colors: o Shut-off valves: Green. o Splice boxes: Green. o Coupler boxes: Purple. o Recycled water: Purple. 32 90 00 – Planting ● Any work as part of a project that affects an existing landscaped area shall be reviewed by a Landscape Architect to confirm that modifications to existing landscaping or irrigation meets District standards. ● Provide pruning schedule and maintenance guidelines so landscape architect's vision of the landscape can be expressed to the maintenance department. ● Please note that some conditions may require products which differ from these standards. Should this occur, please contact the District to discuss the options. ● The following design elements shall be incorporated into all school sites projects utilizing fresh water: V A minimum of seventy-five percent (75%) of the plants selected shall be drought tolerant as listed in Wucols, Region 2. V Proposed non-drought tolerant planting areas shall be limited to a maximum of twenty-five percent (25%) of the total landscaped areas in non-playfield areas. ● The density and placement of plants are to be determined by the plant size at maturity. When initially installed, ground cover shall give enough coverage for a pleasing appearance in all landscaped areas. ● Drought tolerant planting requiring minimum irrigation is strongly encouraged. ● Existing trees and shrubs in good condition shall be saved whenever possible. ● Erosion control plans and measures should be provided when appropriate. Contact the District on a per project basis for erosion control compliance. ● New plant materials shall be carefully selected in accord with the following criteria: V The overall compatibility of the ultimate form, size, density, and color of trees, shrubs, and ground cover at maturity shall be considered. V The tolerance of the plant materials to existing physical conditions, and resistance to insect pests and disease shall be considered. V The intended use (such as shade, screening, windbreak, erosion control, etc.) as well as the ease of maintenance shall be considered. V The mutual compatibility of the water needs for the various plant materials shall be considered. V During Project preliminary review, staff shall determine if existing trees shall be designated significant. This determination shall be based upon the following guidelines: o Existing native trees (naturally occurring species in Sacramento) six (6") inches or more in diameter, at a point four and one half (4 1/2") feet above the ground. o Important to the historical or visual aspect of Sacramento. V If a significant tree is present, the applicant may be required to hire a certified consulting arborist for the entire span of the project. All arborist recommendations shall be listed on the final landscape plans. V The consulting arborist shall sign the Final Landscape Plans certifying that the plan is consistent with the recommendations made in the arborist's report. V New plant materials shall be carefully selected in accord with the following criteria: ● MAINTENANCE SCHEDULE V Grass Cutting - 4 times/ month (March- November). V Grass Cutting - 1 time/ month (December- February). V General Gardener - Maintenance 1 time/ month (all year). V Pruning of Trees - 1 time/ year (winter). V Pruning of Shrubs - 2 times/ year. 32 92 00 – Turf and Grasses ● Lawn should be avoided in interior campus areas.

41

V. Standards | Product & System Standards

● Where lawn occurs in campus interior locations, sod should be used. ● Turf shall not be allowed within a District parkway strip or right-of-way, in landscaped areas less than eight feet (10’-0”) in width, and on slopes greater than 25%. ● Turf and non-drought tolerant plant material shall be grouped together. ● A minimum of three inches (3”) of mulch shall be added to the entire landscaped ground surface in all non-turf areas. ● Open water bodies (including but not limited to ponds, decorative fountains, basins, reflective pools, and spray/mist fountains, etc.) are not recommended as a landscaping feature. ● Grass sod shall be healthy, well-established mown lawn grass turf and shall be free of weeds and any other harmful or deleterious matter. ● Grass areas shall have a concrete edge and or mow band for ease of maintenance. ● Playfield turf shall be “Double Play” bermuda blend, or approved equal ● Core Campus turf shall be “Bolero” by Delta Bluegrass, or approved equal. ● All sod shall not have netting. 32 93 00 – Plants ● All plant material not on list shall be submitted to and approved by SJUSD prior to finalizing design. ● Shrubs and Ground Cover V All shrubs, perennials, & groundcovers should be drought tolerant and have a proven record for success in the planting zones appropriate for San Juan Unified School District. V Careful consideration shall be taken for all potentially toxic plant material, in regards to site usage (Oleander, Eucalyptus). V Plants that are known to attract bees shall be avoided in core campus areas. V Plants that have fruit, drupes, or seed pods shall be avoided in core campus areas on all sites, and completely avoided in elementary school sites. o Shrubs (but should not be considered all-inclusive) ° Low ñ Agapanthus Africanus (Lily of the Nile) ñ Agapanthus 'Peter Pan' (Dwarf Purple Lily of the Nile) ñ Asparagus Densiflorus 'Meyerii' (Meyer's Asparagus Fern) ñ Dietes Bicolor (African Iris) ñ Euonymus Fortunei 'Emerald Gaiety' (Euonyumus) ñ Helictotruchon Sempervirens (Blue Oat Grass) ñ Hemerocallis 'Stellia 0' Oro' (Dwarf Day Lily) ñ Hemerocallis Species (Evergreen Day Lily) ñ Juniperus Chinensis 'Gold Coast' (Gold Coast Juniper) ñ Juniperus Scopulorum 'Blue Creeper' (Juniper) ñ Liriope Muscari 'Majestic' (Lily Turf) ñ Nandina Domestica 'Harbor Dwarf' (Dwarf Heavenly Bamboo) ñ Nandina Domestica 'Nana' (Dwarf Heavenly Bamboo) ñ Rhaphiolepis Indica 'Ballerina' (India Hawthorn) ° Medium ñ Abelia Grandiflora 'Edward Goucher' (Edward Goucher Abelia) ñ Arbutus Unedo 'Compacta' (Compact Strawberry Bush) ñ Arctostaphylos D. 'Howard McMinn' (Manzanita) ñ Acuba Japonica 'Picturata' (Varigated Gold Dust Plant) ñ Azelea Southern Indica (Sun Azelea) ñ Berberis Thunbergii (Japanese Barberry) ñ Buxus M. Japonica 'Green Beauty' (Japanese boxwood) ñ Camellia Hiemalis.Shishi-Gashira (Rose Pink Camellia) ñ Cistus Ladanifer (Crimson Spot Rockrose) ñ Elaeagnus Pungens 'Variegata' (Yellow-Edged Elaegnus) ñ Elaeagnus Pungens 'Maculata' (Golden Silverberry) ñ Euryops Pectinatus 'Green Gold' (Golden Shrub Daisy) 42

V. Standards | Product & System Standards

ñ Juniperus Chinensis 'Sea Green' (Sea Green Juniper) ñ Myrsine Africana (African Boxwood) ñ Phormium Tenax 'Maori Queen' (Hybrid New Zealand Flax) ñ Phormium Tenax 'Maori Sunrise' (Hybrid New Zealand Flax) ñ Phormium Tenax 'Yellow Wave' (New Zealand Flax) ñ Pittosporum Tobira 'Wheelers Dwarf' (Dwarf Tobira) ñ Rhaphiolepis Indica 'Clara' (India Hawthorn) ° Tall ñ Camellia J. 'Kramer's Supreme' (Red Japanese Camellia) ñ Cotoneaster Lacteus (Red Clusterberry) ñ Escallonia 'Fradesiil (Pink Escallonia) ñ Heteromeles Arbutifolia (Toyon) ñ Juniperus C. 'Corumbosa Verigata' (Varigated Hollywood Juniper) ñ Juniperus C. 'Hetz's Columnaris' (Green Columnar Juniper) ñ Juniperus Chinensis 'Robusta Green' (Informal Juniper) ñ Nandina Domestica (Heavenly Bamboo) ñ Osmanthus Fragrans (Sweet Olive) ñ Pittosporum Tobira 'Variegata' (Varigated Tobira) ñ Prunus Caroliniana 'Compacta' (Compact Carolina Cherry) ñ Rhamnus Californica 'Eve Case' (California Coffeeberry) ñ Rhaphiolepis Indica 'Springtime' (India Hawthorn) o Ground Cover ñ Arctostaphylos 'Emerald Carpet' (Manzanita) ñ Festuca Rubra (Red Fescue) ñ Juniperus Horizontalis 'Bar Harbor' (Spreading Juniper) ñ Rosmarinus Officinalis 'Prostratus' (Dwarf Rosemary) ñ Trachelospermum Jasminoides (Star Jasmine) ñ Vinca Minor (Dwarf Periwinkle) ñ V Do Not Plant List : x Fruit bearing shrubs or groundcover. x Thorny shrubs or groundcover. ● Trees V All trees shall be staked with minimum 2” caliper untreated lodge poles. Poles shall be placed on either side of the rootball and driven into native soil. Vinyl cinch ties shall be placed as low as possible on the trunk of the tree to support the rootball during root establishment. V All trees shall be irrigated with a separate automatic irrigation system. V Shade trees shall be spaced at least ten (10) feet from sewer laterals and street lights, and at least five (5) feet from water laterals, gas laterals, fire hydrants, driveway aprons, and telephone/cable/electrical/ junction boxes. V Deep root planters (or an equivalent as approved by SJUSD) shall be provided for District trees in sidewalk cut- outs and when trees are proposed within (7) seven feet of pavement. Deep root planters and/ or root barriers may also be required in other situations depending on the type of tree and the specific planting situation. V No person shall construct or put in place any concrete, brick, asphalt, wood product, plastic sheeting, or other material impervious to air and water around the base of any street tree within a distance of three (5) feet. V Shade Trees shall not have fruit, drupes, noxious seed pods, pine cones or excessive litter. Avoid specifying tree species that frequently succumb to aphid infestations, or are prone to other insect infestation, fungi, beetles, etc… Native oak trees are discouraged within core campus areas but are acceptable within parking lots and frontage areas. V Flowering/ Accent Trees shall not have fruit, drupes, noxious seed pods, pine cones or excessive litter. Avoid specifying tree species that frequently succumb to aphid infestations, or are prone to other insect infestation, fungi, beetles, etc… 43

V. Standards | Product & System Standards

V Deciduous o Acer Palmatum o Betula Jacquemontii o Cercis Occidentalis o Lagerstroemia x Faureri 'Tuscarora' o Malus Floribunda o Prunus Cerasifera 'Krauter Vesuvius' o Prunus Cerasifera 'Thundercloud' o Pyrus Calleryana 'Aristocrat' o Pyrus Calleryana 'Capitol' o Japanese Maple o European White Birch o Western Redbud o Red-Pink Crape Myrtle o Flowering Crabapple o Flowering Plum o Purple Leaf Plum o Aristocrat Pear o Capitol Pear o Zelkova o Valley Oak and Blue Oak (not in campus interiors or playfields) o Trident Maple o Chinese Pistache V Evergreen o Arbutus Unedo o Australian Willow o Callistamon Viminalis o Eriobotrya Deflexa 'Atropurpurea' o Laurus Nobilis 'Saratoga' o Prunus Caroliana 'Bright 'N Tight' o Strawberry Tree o Weeping Bottlebrush o Bronze Loquat o Sweet Bay o Carolina Laurel Cherry o Deodar Cedar V Do Not Plant List : x Coastal Redwood x Locust x Liquid amber x London Plane/Sycamore x Magnolia x Mulberry x Fruit or Nut bearing trees x Trees with thorns V Limit the use of the following trees: o Crape myrtles (All trees prone to aphid leaf drip) - only when in a planter where it does not drip on pavement.

33 00 00 – Utilities

33 10 00 – Water Utilities ● Water piping 3” and smaller shall be Type K tubing, hard temper, 4” and larger shall be PCV C900 Class 150.

44

V. Standards | Product & System Standards

● Bedding shall be sand. Detectable warning tape shall be installed above water line and tracer wire shall be attached to the top of pipe. ● Valves shall be gate valves; ball valves shall not be used. Valves shall be placed at each building service location and distributed through the site to allow for repair of branches without requiring an entire site shut down. Valves shall be placed in ground boxes and permanently marked. 33 30 00 – Sanitary Sewerage Utilities ● Sanitary sewer piping shall be PVC SDR 26 for 8” and smaller and shall be PVC SDR 35 for 10” and larger. ● Sanitary sewer bedding material shall be sand and detectable warning table shall be installed above sanitary sewer piping. ● Existing cleanouts within area of work shall be replaced with District Standard Zurn 1440 cleanouts. 33 40 00 – Storm Drainage Utilities ● Storm drain piping shall be SDR 35. ● Storm drain bedding shall be ¾” crushed rock or sand and detectable warning tape shall be installed above storm drain piping. ● Downspouts shall be connected to the storm drain system using F8 drain boxes. Downspouts shall not be connected directly to the storm drain. Drop inlet grates shall be D&L C2669 (provide ADA accessible pedestrian grate as required at path of travel locations) whenever possible to maintain continuity throughout the District. 33 51 00 – Natural-Gas Distribution ● Gas distribution should be medium pressure where available with a regulator provided at each building. Regulators shall be located on roofs or above grade as high as practical and in remote locations. ● All gas shut-off valves, seismic shut-off valves and gas meters shall be in secured fenced yards or enclosures to meet Utility Company requirements. Where individual building gas shut-off valves occur at buildings they shall be located in in areas not in direct access to students. Gas shut-off valves shall not be placed below grade. ● All underground plastic gas pipe to have a minimum 4” thick, 1,000 psi minimum concrete slurry cap and tracer wire ● All underground steel gas pipe to be wrapped with cathodic protection. ● All piping and supports shall be primed and painted to match existing conditions, adjacent roof surface or to best match building body color.

34 00 00 – TRANSPORTATION ● Not Used

35 00 00 – WATERWAY AND MARINE CONSTRUCTION ● Not Used

36 00 00 – 39 00 00 ● Not Used by Current CSI Format

40 00 00 – PROCESS INTERCONNECTIONS ● Not Used

41 00 00 – MATERIAL PROCESSING AND HANDLING EQUIPMENT ● Not Used

42 00 00 – PROCESS HEATING, COOLING AND DRYING EQUIPMENT ● Not Used

43 00 00 – PROCESS GAS, LIQUID HANDLING, PURIFICATION AND STORAGE EQUIPMENT ● Not Used

44 00 00 – POLLUTION AND WASTE CONTROL EQUIPMENT ● Not Used

45

V. Standards | Product & System Standards

45 00 00 – INDUSTRY-SPECIFIC MANUFACTURING EQUIPMENT ● Not Used

46 00 00 – WATER AND WASTEWATER EQUIPMENT ● Not Used

47 00 00 ● Not Used by Current CSI Format

48 00 00 – Electrical Power Generation ● Not Used

49 00 00 – 50 00 00 ● Not Used by Current CSI Format

46

2017 SJUSD Standard Modernization Specifications

2014 SJUSD Education Specifications

47

48 REVISED 01-31-2017

San Juan Unified School District Standard Construction Document Sheet Naming Conventions

CONSTRUCTION DOCUMENT SHEET NAMING CONVENTIONS

To all designers, this is a guideline to which The San Juan Unified School District has adopted to help standardize both the discipline order in the drawing set as well as the sheet numbering and naming. While not every project cleanly fits into this format, the design team shall endeavor to match it as closely as possible.

OVERALL SET DISCIPLINE SHEET SEQUENCING 1. TITLE SHEETS 2. CIVIL 3. LANDSCAPE 4. STRUCTURAL 5. ARCHITECTURAL 6. MECHANICAL 7. PLUMBING 8. FIRE PROTECTION 9. ELECTRICAL 10. TELECOMMUNICATIONS

TITLE SHEET T0.00 TITLE SHEET T1.00 INDEX OF DRAWINGS T2.00 KEYNOTE INDEX T3.00 LEGENDS/SYMBOLS/ ABBREVIATIONS T4.00-T9.00 PROJECT DEFINABLE

CIVIL C0.00 LEGEND - ABBREVIATIONS - SYMBOLS - SITE MASTER PLAN C1.00 TOPOGRAPHIC SURVEY C1.10 UTILITY SURVEY C1.20 TREE SURVEY C2.00 SITE DEMOLITION PLANS C2.10 ENGINEERED FILL PLANS C2.20 EROSION CONTROL C3.00 SITE LAYOUT PLAN C4.00 GRADING AND DRAINAGE PLANS C4.10 PAVING PLANS C4.20 STRIPING PLANS C4.30 FIRE PROTECTION PLAN C5.00 SITE UTILITY PLANS C6.00 DETAILS C7.00-C9.00 PROJECT DEFINABLE

LANDSCAPE L0.00 LEGEND - ABBREVIATIONS - SYMBOLS L0.50 DEMOLITION PLANS L1.00 LANDSCAPE PLANS L2.00 IRRIGATION PLANS L3.00 DETAILS L4.00-L9.00 PROJECT DEFINABLE

REVISED 01-31-2017

San Juan Unified School District Standard Construction Document Sheet Naming Conventions

ARCHITECTURAL A0.00 SITE PLANS A0.10 CODE ANALYSIS PLANS A0.50 DEMOLITION PANS A1.00 DIMENSION PLANS (FLOOR/ROOF PLANS) A2.00 REFLECTED CEILING PLANS A3.00 EXTERIOR ELEVATIONS A3.20 PARTIAL EXTERIOR ELEVATIONS A4.00 BUILDING SECTIONS A4.10 ENLARGED BUILDING SECTIONS A4.20 EXTERIOR WALL SECTIONS A4.50 EXTERIOR PLAN SECTIONS A5.00 STAIR PLANS/SECTIONS A5.20 ELEVATOR PLANS/SECTIONS A5.50 STAIR/ELEVATOR DETAILS A6.00 SCHEDULES A7.00 ENLARGED PLANS A7.50 INTERIOR ELEV A TIONS A8.00 PARTITION TYPES A8.05 FRAME TYPES A8.10 DOOR TYPES A8.15 WINDOW TYPES A8.20 DETAILS A8.30 TOILET AREA ADA & STANDARD FIXTURES ELEVATIONS A9.00 CASEWORK PLANS A9.50 FLOOR PATTERN PLANS

STRUCTURAL S0.00 GENERAL NOTES - LOAD DIAGRAMS S0.50 DEMOLITION PLANS S1.00 FOUNDATION PLAN - FRAMING PLANS S2.00 SCHEDULES S3.00 DETAILS S4.00-S9.00 PROJECT DEFINABLE

MECHANICAL M0.00 LEGEND-ABBREVIATIONS.-SYMBOLS, GENERAL NOTES, CODE NOTES, PROJECT SPECIFIC NOTES M0.01 MECHANICAL EQUIPMENT SCHEDULES M0.50 MECHANICAL DEMOLITION PLANS M1.00 MECHANICAL FLOOR AND ROOF PLANS M2.00 MECHANICAL PIPING PLANS: HYDRONIC, REFRIGERATION M3.00 MECHANICAL ENLARGED PLANS AND SECTIONS M4.00 MECHANICAL SECTION VIEWS M4.50 MECHANICAL RISER DIAGRAMS: HYDRONIC AND AIR FLOW M5.00 MECHANICAL CONTROLS M6.00 MECHANICAL DETAILS M7.00 MECHANICAL SCHEMATICS M8.00-M9.00 PROJECT DEFINABLE

REVISED 01-31-2017

San Juan Unified School District Standard Construction Document Sheet Naming Conventions

PLUMBING P0.00 LEGEND - ABBREVIATIONS - SYMBOLS - EQUIPMENT P0.50 DEMOLITION PLANS P1.00 FOUNDATION PIPING PLANS P2.00 PLUMBING PIPING PLANS P3.00 SERVICE PIPING PLANS P4.00 RISER DIAGRAMS P5.00 DETAILS P6.00-P9.00 PROJECT DEFINABLE

FIRE PROTECTION FP000 LEGEND-ABBREVIATIONS, SYMBOLS, GENERAL NOTES, CODE NOTES, PROJECT SPECIFIC NOTES, CALCULATIONS, CRITICAL AREA HYDRAULIC CALCULATIONS FP0.30 SITE PLANS FP0.50 DEMOLITION PLAN FP1.00 FIRE PROTECTION FLOOR PLANS FP2.00 ENLARGED PLANS FP3.00 RISER DIAGRAMS FP4.00 FIRE PROTECTION DETAILS FP4.50 ISOMETRIC VIEWS FP5.00-9.00 PROJECT DEFINABLE

ELECTRICAL E0.00 LEGEND - ABBREVIATIONS - SYMBOLS – EQUIPMENT E0.01 ELECTRICAL TITLE-24 DOCUMENTS E0.02 ELECTRICAL POWER SINGLE LINE DIAGRAMS E0.50 DEMOLITION PLANS E1.00 ELECTRICAL SITE PLANS E2.00 ELECTRICAL POWER PLANS E3.00 ELECTRICAL LIGHTING PLANS E4.00 ELECTRICAL SIGNAL PLANS E5.00 ELECTRICAL ENLARGED PLANS E6.00 RISER DIAGRAMS E7.00 SCHEDULES AND DETAILS E8.00 DETAILS E9.00 PROJECT DEFINABLE

TELECOMMUNICATIONS AND LOW VOLTAGE T0.00 TECHNOLOGY SYMBOLS AND NOTES T0.50 TECHNOLOGY DEMO SITE PLAN T1.00 TECHNOLOGY SITE PLAN (1:20 DEFAULT SCALE) T2.10 TECHNOLOGY FLOOR PLAN – FIRST FLOOR T2.20 TECHNOLOGY FLOOR PLAN – SECOND FLOOR T3.10 TECHNOLOGY INTERIOR ELEVATIONS AND SECTIONS T4.10 TECHNOLOGY ENLARGED FLOOR PLANS, MDF/IDF (1:4- 1:2 SCALE) T5.10 TECHNOLOGY EXTERIOR ELEVATIONS T6.10 TECHNOLOGY CEILING PLAN – FIRST FLOOR T6.20 TECHNOLOGY CEILING PLAN – SECOND FLOOR T7.00-T7.05 TECHNOLOGY ONE-LINES T8.00 TECHNOLOGY CAMERA LOCATIONS/VIEWS REVISED 01-31-2017

San Juan Unified School District Standard Construction Document Sheet Naming Conventions

T9.00-T9.09 TECHNOLOGY DETAILS T9.10 TECHNOLOGY MDF/IDF RACK ELEVATION/SCHEDULE

FIRE ALARM AND INTRUSION: FA0.00 FIRE ALARM AND INTRUSION SYMBOLS, NOTES AND EQUIPMENT SCHEDULE FA0.50 FIRE ALARM AND INTRUSION DEMO SITE PLAN (1:20 DEFAULT SCALE) FA1.00 FIRE ALARM AND INTRUSION SITE PLAN FA1.10 FIRE ALARM AND INTRUSION DEMO CEILING PLAN – FIRST FLOOR FA1.20 FIRE ALARM AND INTRUSION DEMO CEILING PLAN – SECOND FLOOR FA6.10 FIRE ALARM AND INTRUSION CEILING PLAN – FIRST FLOOR FA6.20 FIRE ALARM AND INTRUSION CEILING PLAN – SECOND FLOOR FA7.00 FIRE ALARM AND INTRUSION RISER DIAGRAMS FA8.00 FIRE ALARM AND INTRUSION BATTERY CALCULATIONS FA8.10 FIRE ALARM BAR CODE SHEET FA9.00 FIRE ALARM DETAILS

48

EXHIBIT E

Conflict Of Interest Code

Design-Build Construction Services San Juan Unified School District

The provisions of 2 CCR 18730 and any amendments to it adopted by the Fair Political Practices Commission, together with the accompanying administrative regulation specifying designated positions and disclosure categories, and Board Bylaw 9270 are incorporated by reference into this Board Policy and shall constitute the district's conflict of interest code.

Governing Board members and designated employees shall file a Statement of Economic Interest/Form 700 in accordance with the disclosure categories listed in the accompanying administrative regulation and Board Bylaw 9270. The Statement of Economic Interest shall be filed with the district's filing officer and/or, if so required, with the district's code reviewing body. The district's filing officer shall make the statements available for public review and inspection.

General Policy Statement

The public has the right to expect that district officials, Board members, and employees will perform their duties in a manner which is in the best interest of the district and the children and families which it serves, free from bias caused by their personal or financial interests, or the personal or financial interests of their families.

The district's conflict of interest code shall have the force of law, and any violation of this policy by a designated employee shall be deemed a violation of the Government Code.

Upon direction by the code reviewing body, the Board shall review the district's conflict of interest code no later than July 1 in even-numbered years. If no change in the code is required, the district shall submit by October 1 a written statement to that effect to the code reviewing body. If a change in the code is necessitated by changed circumstances, the district shall submit an amended code to the code reviewing body. (Government Code 87306.5)

When a change in the district's conflict of interest code is necessitated by changed circumstances such as the creation of new designated positions, amendments or revisions shall be submitted to the code reviewing body within 90 days. (Government Code 87306)

If a designated employee determines that he/she has a financial interest in a decision, as described in Government Code 87103, this determination shall be disclosed. (2 CCR 18700)

(cf. 9270 - Conflict of Interest)

Prohibitions Against Conflicts of Interest

1. Conflict of Interest: No district official shall make, participate in making, or in any way attempt to use his/her position to influence a district decision in which he/she knows or has reason to know he/she has a financial interest. This shall not preclude a district official from making or participating in making a decision to the extent his/her participation is legally required for the action or decision to be made. Breaking a tie vote does not constitute legal necessity.

2. District Official: A district official means any Board member, employee or consultant who, as part of his/her official responsibilities, participates in any administrative action in other than a purely clerical,

Page 1 of 6

secretarial or ministerial capacity. Board members shall also comply with Board Bylaw 9270 – Conflict of Interest.

3. Financial Interest: A district official has a financial interest in a district decision if it is reasonably foreseeable that the decision will have material financial effect, distinguishable from its effect on the public generally, on the official or a member of his/her family, or on:

a) Any business entity in which the district official has a direct or indirect interest worth $2,000 or more.

b) Any real property in which the district official has a direct or indirect interest worth $2,000 or more.

c) Any source of income other than gifts and other than standard commercial loans aggregating $500 or more provided to, received by, or promised to the district official within 12 months of the time when the decision is made.

d) Any business entity in which the district official is a director, officer, partner, trustee, employee or holds any position of management.

e) Any donor of or any intermediary or agent for a donor of a gift or gifts with an aggregate value equal to or greater than the amount currently allowable under 2 CCR 18730(9)(E) provided to, received by, or promised to the district official within 12 months of the time when the decision is made.

For purposes of this policy, indirect interest means any investment or interest owned by the spouse or dependent child of a district official, by an agent on behalf of the district official, or by a business entity or trust in which the official, the official's agents, spouse and dependent children own, directly or indirectly or beneficially, a ten percent interest or greater.

4. Reporting Requirements: Assets and income of district officials, which may be materially affected by their official actions, should be disclosed and, in appropriate circumstances, the officials should be disqualified from acting in order that conflicts of interest may be avoided.

a) "Designated employee" means any district official whose position with the district entails the making or participation in the making of decisions which foreseeably have a material effect on any financial interest, or is involved in other than a clerical or ministerial level in negotiating or signing any contract awarded through competitive bidding, in making decisions in conjunction with the competitive bidding process, or in negotiating, signing or making decisions on contracts executed pursuant to the public bidding laws. Those positions specifically identified as "designated employees" are identified in Administrative Regulation 2300.

b) All employees in designated positions shall file with the designated district representative a disclosure report (Form 700) within 30 days from the date their position is added to the list of designated employees or within 30 days of employment in a designated position; annually thereafter by March 15; and within 30 days of leaving their employment with the district. These forms shall be available for review by the public during regular office hours.

c) District officials shall be disqualified from making, participating in the making, or using their official position to influence the making of any decision whenever the official has a financial interest as defined above, which it is reasonably foreseeable may be affected materially by the decision, unless the matter could not legally be acted upon or decided without his or her participation.

Prohibitions on Appearance of Conflicts of Interest

1. An "appearance of conflict of interest" exists when the district official does not have a financial interest which would disqualify him or her from making, participating in or attempting to influence a decision, but the decision is nevertheless affected by personal reasons unrelated to the merits of the decision itself.

2. District officials shall not make, participate in making or attempt to influence a decision when they know or

Page 2 of 6

have a reason to know that to do so would involve the appearance of a conflict of interest, as defined by the paragraph above.

3. In those cases involving the actual or potential appearance of a conflict of interest, the employee shall be required to disclose the facts of the situation to his or her supervisor. The supervisor shall have the responsibility to determine whether or not the employee may participate in the decision. Such determination shall be reduced to writing.

Gifts

1. A "gift" is any item valued at $50 or more offered to the district or a district employee or official. Gifts shall not include the reasonable value of meals or travel expenses or reimbursements when offered in return for and in relationship to the rendering of service by a district employee or official. (See paragraph 5, below.)

2. Individual district employees or officials shall not accept any gift as defined from any non-district employed business person or entity with whom the district does business or is considering doing business, if the business is in any way related to the employee's employment.

3. Any gifts shall be given to the district rather than individual employees or officials, for distribution by the Superintendent or designee.

4. No designated employee in his/her capacity as a district employee shall accept any honoraria for any speech given, article published, or attendance at any public or private gathering in accordance with law. (Government Codes 89501, 89502)

5. Gifts of travel and related lodging and subsistence shall be subject to the prevailing gift limitation, except as described in Government Code 89506.

Vendor Conduct

1. Purchasing transactions to acquire goods and services shall not be conducted with individuals who are district employees and shall not normally be conducted with persons who have financial ties to district employees. Exceptions must be approved by the Superintendent or designee.

2. No business entity, including any agent of such entity, shall directly or indirectly contact any Board member immediately before or during the bidding process of any project on which the business entity intends to or has submitted a bid. Any vendor violating this policy shall be deemed disqualified from bidding. Should such contact come to light after the bid is awarded and the entity was deemed the successful bidder, the Board reserves the right to cancel any contract awarded, in which case, the vendor shall be liable for any damage incurred by the district. The Board shall exercise its best judgment for the benefit of the district in making a decision whether to proceed or not, depending on all of the facts and circumstances. This provision shall be included in every bidding packet so that every vendor is informed of this requirement.

3. Vendors who wish to offer gifts as defined above shall offer them to the district, for distribution by the Superintendent or designee. If the vendor has a specific employee who the vendor would like to see have the gift, such preference and the reasons for that preference may be made known to the Superintendent, who shall not be bound by the preference unless the gift is made specifically conditional upon the use by that employee. The Superintendent may, in his or her discretion, accept or reject any gifts on behalf of the district.

Ethical Conduct

1. In addition to the other provisions of this policy, all district employees are expected to gauge their conduct in light of the position of public trust in which school districts operate. No employee shall use district work time, equipment, supplies or support staff for any outside employment for which the employee receives any payment.

Page 3 of 6

2. Any employee asked to be a presenter at any meeting or workshop for which the employee receives any payment or honorarium, other than for travel reimbursement, may either keep the honorarium, in which case all preparation, travel and the presentation must be done on the employee's own time, through the use of vacation if necessary, or the employee must turn over the honorarium to the district.

3. Any employee engaged in outside employment shall assure that such employment does not conflict with nor is incompatible with the employee's duties for the district. Employees whose jobs bring them into contact with students or student records shall not use that contact to promote or benefit their outside employment.

(cf. 4132 - Publication or Creation of Materials)

Disclosure and Enforcement

1. Employees who know or have reason to know that any activity in which they are engaged may violate these policies are required to disclose such activities in writing to their supervisor in such a way as to fully inform the supervisor of the activity and the reason why such activity may violate this policy. The supervisor may seek assistance from his or her supervisor in responding to the employee. An employee who fails to disclose an activity which may violate this policy, when the employee knows or has reason to know of such violation, may be subject to discipline, up to and including dismissal. Discipline procedures are those in effect for that particular employee.

2. An employee who has a written response from his or her supervisor indicating that an outside activity does not violate policy, shall not be subject to discipline if it is later determined that the activity as originally described by the employee does violate the policy.

3. An employee who is found to have engaged in an activity in violation of this policy shall be directed to cease such activity, and may be subject to discipline, up to and including dismissal.

4. The Superintendent shall develop a procedure to assure that all employees are informed of this policy.

Legal Reference: EDUCATION CODE

1006 Qualifications for holding office

35107 School district employees

35230-35240 Corrupt practices

35233 Prohibitions applicable to members of governing boards

41000-41003 Moneys received by school districts

FAMILY CODE

297.5 Rights, protections, and benefits of registered domestic partners

GOVERNMENT CODE

1090-1099 Prohibitions applicable to specified officers

1125-1129 Incompatible activities

81000-91015 Political Reform Act of 1974, especially:

82011 Code reviewing body

Page 4 of 6

82019 Definition of designated employee

82028 Definition of gifts

82030 Definition of income

87100-87103.6 General prohibitions

87200-87210 Disclosure

87300-87313 Conflict of interest code

87500 Statements of economic interests

89501-89503 Honoraria and gifts

91000-91014 Enforcement

PENAL CODE

85-88 Bribes

CODE OF REGULATIONS, TITLE 2

18110-18997 Regulations of the Fair Political Practices Commission, especially:

18702.5 Public identification of a conflict of interest for Section 87200 filers COURT DECISIONS

Klistoff v. Superior Court, (2007) 157 Cal.App.4th 469

Thorpe v. Long Beach Community College District, (2000) 83 Cal.App.4th. 655

Kunec v. Brea Redevelopment Agency, (1997) 55 Cal.App.4th 511 ATTORNEY GENERAL OPINIONS

92 Ops.Cal.Atty.Gen. 26 (2009)

92 Ops.Cal.Atty.Gen. 19 (2009)

89 Ops.Cal.Atty.Gen. 217 (2006)

86 Ops.Cal.Atty.Gen. 138(2003)

85 Ops.Cal.Atty.Gen. 60 (2002)

82 Ops.Cal.Atty.Gen. 83 (1999)

81 Ops.Cal.Atty.Gen. 327 (1998)

80 Ops.Cal.Atty.Gen. 320 (1997)

69 Ops.Cal.Atty.Gen. 255 (1986)

68 Ops.Cal.Atty.Gen. 171 (1985)

Page 5 of 6

65 Ops.Cal.Atty.Gen. 606 (1982)

MANAGEMENT RESOURCES:

CSBA PUBLICATIONS

Conflict of Interest: Overview of Key Issues for Governing Board Members, Fact Sheet, July 2010F FAIR

POLITICAL PRACTICES COMMISSION PUBLICATIONS

Can I Vote? A Basic Overview of Public Officials' Obligations under the Conflict-of-Interest Rules, 2005

INSTITUTE FOR LOCAL GOVERNMENT PUBLICATIONS

Understanding the Basics of Public Service Ethics: Personal Financial Gain Laws, 2009

Understanding the Basics of Public Service Ethics: Transparency Laws, 2009

WEB SITES

CSBA: http://www.csba.org

Fair Political Practices Commission: http://www.fppc.ca.gov Institute of Local Government: http://www.ca-ilg.org

Policy SAN JUAN UNIFIED SCHOOL DISTRICT

adopted: June 9, 1992 Carmichael, California

Effective: September 1, 1992

Revised: October 19, 1993

Revised: June 14, 1994

Revised: April 18, 1995

Revised: February 11, 1997

Approved by Sacramento County Board of Supervisors: May 13, 1997

Administratively approved for County Board of Supervisors by Sacramento County Counsel: October 23, 1998

Approved by the Sacramento County Board of Supervisors: December 5, 2000

Approved by Sacramento County Board of Supervisors: September 26, 2006 Revised: September 25, 2007

Approved by Sacramento County Board of Supervisors: October 23, 2007 Revised: June 23, 2009

Revised: September 28, 2010

Approved by Sacramento County Board of Supervisors: January 12, 2011

Page 6 of 6