Architectural _ Engineering Services for Utilities Infrastructure Replacement Project at LCHS.pdf

RFQ/P# LCF 26/27-1 -A/E SERVICES FOR UTILITIES INFRASTRUCTURE REPLACEMENT AT LCHS

La Cañada Unified School District

4490 Cornishon Avenue

La Cañada, CA 91011

June 29, 2026

REQUEST FOR QUALIFICATIONS/PROPOSALS

ARCHITECTURAL & ENGINEERING SERVICES FOR UTILITIES INFRASTRUCTURE

REPLACEMENT PROJECT AT LCHS

RFQ/P# LCF 26/27-01

The La Cañada Unified School District is inviting qualified architectural and engineering firms, to provide architectural & engineering and associated planning services to the District on a utilities replacement project at its La Cañada High School (“LCHS”) campus. This project would replace aging underground utilities infrastructure, chilled water and heating water piping (part of central plant HVAC system), domestic water, irrigation mains, sewer, and storm drains. The project is anticipated to be completed in phases and while the school remains in operation. Project must be designed to allow construction phasing and utilities supporting building functions are in operations when campus is occupied. It is District’s desire to start construction of this project in June 2027.

Scope of services as described in the Agreement includes:

• Site investigations & document search & review

• Conceptual Design

• Schematic Design

• Design Development

• Agency Coordination & Review

• Construction Documents

• DSA Submittal & Review

• Bidding & Contracting

• Construction Administration

If you would like to submit a response to this Request for Qualifications/Proposals, please send your response electronically (PDF Format “bookmarked) via e-mail to:

La Cañada Unified School District

Attn.: Harold Pierre, P.E, Measure LCF Bond Program Director at hpierre@lcusd.net

Questions regarding this RFQ/RFP may be directed to Harold Pierre, P.E., at hpierre@lcusd.net.

Responses must be received by 5:00 P.M, Tuesday July 21, 2026.

STATEMENT OF QUALIFICATIONS/PROPOSALS

The La Cañada Unified School District is requesting Statement of Qualifications and Proposals from firms interested in providing architectural and engineering (A/E) services for the Utilities Infrastructure

Replacement project at the La Cañada High School. The project would also include repair and replacement of concrete pavement throughout the site. A Feasibility Study dated May 30, 2025 is attached for your information. (EXHIBIT A)

The District shall qualify and select the architect and engineering firm that can best provide the design for this project.

Extensive experience with the Division of State Architect (DSA), the Uniform Building Code (UBC), and

Title 24 of the California Code of Regulations is mandatory.

To qualify, firms must demonstrate the following capabilities 1) Project planning and development

(Scopes of Work and Estimated Costs of Construction); 2) Design experience in utilities infrastructure projects, 3) Project designs (including preparation of drawings on AutoCAD or Revit, calculations, specifications, and cost estimates); 4) Preparation of bid documents. 5) Demonstrated experience in designing projects with multi-phases of construction. 6) Demonstrated experience in designing central plants hydronic piping systems

Instructions for Submitting Responses to this RFQ

A. General

1. The District completed a feasibility study of the project. The report is available for review.

2. Submittal of Responses)

The District reserves the right to reject any and all responses, or to waive any irregularities or informalities in the responses. Any and all costs incurred in preparing and submitting a response to this RFQ/P are the sole responsibility of the firm responding to this RFQ/P.

3. Contacts

In order to control information disseminated regarding this Request for Qualifications, firms interested in responding are directed not to make personal contact with members of the Board of Trustees and District Administration with the exception of the individual listed on page 1.

4. Rights of the District

The District reserves the right to incorporate terms and conditions it determines to be proper or necessary into any contract negotiated as a result of a future RFP.

All materials submitted in response to this RFQ/P shall become the property of La

Cañada Unified School District (LCUSD) and shall be considered a part of the public record. General information about LCUSD may be found at http://www.LCUSD.net.

B. Contents of Response to this RFQ/P

Architectural & engineering firms are required to submit SOQ/Ps according to the following areas in the indicated order. Firms are asked to include specific responses to the questions. The complete response should not exceed twenty-five (25) pages. Submit response in PDF format bookmarked with the following sections:

I. STATEMENT OF QUALIFICATIONS:

1. Cover letter and Signatures

A maximum one-page, dated Introductory Letter must be submitted including the legal name of the respondent, address, telephone and fax numbers, and the name, title, and signature of the person(s) authorized to submit the SOQ/P on behalf of the firm.

2. Executive Summary - The Executive Summary should contain an outline of your general architectural and business approach along with a brief summary of your qualifications to engage in a professional relationship with La Cañada Unified School

District for this project.

4. Narrative - Provide a Comprehensive Narrative of the architectural, planning, and engineering services offered by your firm. The narrative may include the following:

a. Experience - Describe your experience with public school construction and modernization projects, specifically utilities infrastructure projects. Please list the projects and years the work was performed. Include the scope of project, project construction costs, and a description of your firm’s role. Provide project reference contact names and telephone numbers. Describe your experience with the Division of

State Architect (DSA), and the office of the State Fire Marshal. What is the overall scope of work anticipated by your firm in the next year? In the next three years?

b. Personnel - Provide resumes of key architect staff members and supervisory personnel expected to work on this project. Provide information regarding any proposed sub-consultants, including contact information, specific scope of work, previous project experience, and sub-consultant’s key personnel.

i. Mechanical/plumbing Engineering

ii. Civil Engineering

iii. Landscape Architect

iv. Cost Estimating

Include resumes/vitae of personnel (include license and certifications held) who would likely be assigned to the project Specifically define the role of each person and outline his or her individual experience. Indicate who would serve as the primary contact from that firm to the

District

II. PROPOSAL

a. Scope and Methodology: Provide a description of tasks included in the scope of services, including draft and final reports, meetings, site visits, public hearings, and any other proposed tasks. Provide a general description and approach the firm would take in performing the services needed for this project. What would be your process and considerations for the project? How would your firm coordinate the work by the various consulting engineers? How would your firm provide quality control of the plans and specifications prepared by the architect and its consultants? Does your firm have experience in working with a District construction manager in the design phase of a project?

b. Schedule: Provide a detailed time schedule for the above requirements. Provide anticipated duration to complete each task/milestone:

c. Proposal Fees (Basic Fees & Reimbursable Expenses): Provide a detailed, reasonable cost breakdown (level of effort) for the above requirements tasks/milestones. The proposal must include all fees to complete the scope of Services including labor, material, overhead and/or other special charges, deliverables, and design coordination meetings.

The proposed fees should also include amounts and descriptions of reimbursable expenses, such as reproduction, delivery and sub-consultant costs, if applicable. The proposed fees shall be based on a fixed fee.

d. Billing Rates: A&E shall propose all-inclusive hourly fees for additional services and reimbursable expenses as described in the Agreement. A&E’s proposed rates should include and account for all direct labor costs, fringe benefits, insurance, overhead, profit, and all other expenses the A&E will incur in providing Services. Provide A&E’s typical fee schedule as applicable as well as any sub-consultant fees or services that may be needed. A&E may use Exhibit B - Billing Rates Form or other similar form.

C. Selection Process

The process that will be used by the District in selecting architectural firms to perform services as outlined in this Request for Qualifications will be as follows:

Initial Screening

The District will review SOQ/P submitted by architectural firms and select those firms that will be invited to participate in oral interviews.

Oral Interviews

The District will interview each of the architectural firms recommended from the initial screening.

D. Selection Criteria

Architectural firms submitting response are advised that all responses will be evaluated to determine the firms that will be able to meet the needs of the District. The selection criteria will include, but not be limited to, the items listed below:

1. Professional qualifications necessary for satisfactory performance of required services;

2. Specialized experience and technical competence in the type of work required, including, where appropriate, experience in utility infrastructure projects, central plants hydronic piping systems, pollution prevention, waste reduction, and the use of recovered materials;

3. Depth of experience in working with DSA.

4. Capacity to accomplish the work in the required time;

5. Past performance on contracts with school districts, community colleges in terms of cost control, quality of work, and compliance with performance schedules;

6. Location in the general geographical area of the project and knowledge of the locality of the project;

7. Final selection shall be made in accordance with Government Code 4528. The District shall negotiate a contract with the best qualified firm for the design & engineering services for the project at compensation that the District determines is fair and reasonable to the District.

E. CONTRACT REQUIREMENTS

1. Standard Agreement

A&E should be prepared to comply with the District’s contract requirements, including insurance coverage, which is described in Exhibit C - Standard Form of Agreement for Architectural &

Engineering Services. Exceptions to the Agreement must be described in the response.

2. Fingerprinting Requirement

Unless exempted, A&E shall comply with the requirements of Education Code Section 45125.1 with respect to fingerprinting of employees who may have contact with students on a school site within the La

Cañada Unified School District. The A&E shall also ensure that its Sub-consultants on a project also comply with the requirements of Section 45125.1. A&E shall state in the Proposal if their proposed staff has already satisfied the requirement of Exhibit E. In order to avoid any delay in onsite field work, A&E should plan to meet the District’s fingerprinting requirement by award of contract. Additional information about this requirement is available on the Department of Justice’s website at http://ag.ca.gov/fingerprints/forms/cont_req.pdf. The A&E shall complete and submit the certification forms, herein attached as Exhibits D through G, with its proposal.

3. Policies Applicable to Contract Awards

All work to be performed under any awarded contract must conform to all applicable laws and guidelines and all requirements of the District, the California Department of Education (CDE), local jurisdictions as applicable, all other governmental agencies with jurisdiction, and conform to the requirements set forth by this RFP.

This Request for Proposal does not commit the District to award a contract or to pay any costs incurred in the preparation of proposals.

The District reserves the right at its sole discretion to: (i) waive or correct any defect or informality in any response, (ii) withdraw this RFP, (iii) reissue this RFP, (iv) send out additional RFPs, (v) reject any and/or all proposals, (vi) prior to submission deadline for proposals, modify all or any portion of the selection procedures including deadlines for accepting responses, services to be provided under the RFP, or the requirements for content or format of the proposals, (vii) waive irregularities, (viii) procure any services specified in this RFP by any other means, (ix) determine that no projects will be pursued and/or

(x) terminate or change the contracting process articulated in this RFP because of unforeseen circumstances.

The proposals, including all graphic and narrative materials, shall become the property of the District upon the District’s receipt of the proposals. The District shall have the right to copy, reproduce, publicize and/or dispose of each proposal in any way that the District may choose.

http://ag.ca.gov/fingerprints/forms/cont_req.pdf

The District reserves the right to negotiate the terms and conditions of any agreement for services that may hereafter be let by the District.

F. RESPONSE DEADLINE AND SUBMITTAL REQUIREMENTS

Response Deadline

The deadline for receipt of all materials responsive to this RFQ/P is Tuesday, July 21, 2026.

Submittal Address

Please deliver the proposal in PDF format via e-mail to: Harold Pierre, P.E, Program Director at hpierre@lcusd.net, with copy to: Melissa Shepherd, CPA at Mshepherd@lcusd.net.

Questions

Questions regarding this RFP may be directed to Harold Pierre, P.E. at hpierre@lcusd.net.

mailto:hpierre@lcusd.net mailto:Mshepherd@lcusd.net mailto:hpierre@lcusd.net

EXHIBIT A

Exhibit A

LCHS FEASIBILITY STUDY FOR UNTILITIES INFRASTRUCTURE REPLACEMENT

La Canada High School Feasibility Study for Utilities Infrastructure Replacement

La Canada Unified School District Psomas Project No. 1LAC200100 May 30, 2025

4463 Oak Grove Drive, La Cañada, CA 91011

Table of Contents

EXECUTIVE SUMMARY

0.1: Introduction

0.2: Project Background and Scope

0.3: Utility Mapping

0.4: Report Objective

0.5: Report Overview

0.6: Existing and Proposed Building Improvements

0.7 Construction Phasing

0.8 Phased Access and Egress Considerations

0.9 Landscape/Hardscape Recommendations

SECTION 1 – SANITARY SEWER SYSTEM

1.1: System Description

1.2: Analysis of Existing System

1.3: Analysis of Future Needs

1.3: Findings and Recommendations

SECTION 2 – STORM DRAIN SYSTEM

2.1: System Description

2.2: Findings and Recommendations

SECTION 3 – DOMESTIC & FIRE WATER SYSTEM

3.1: System Description

3.1: Analysis of Existing System

3.2: Analysis of Future Needs

3.3: Findings and Recommendations

SECTION 4 – IRRIGATION WATER SYSTEM

4.1: System Description

4.2: Analysis of Existing System

4.4: Analysis of Future Needs

4.5: Findings and Recommendations

Appendix A - Existing and Proposed Utility Conditions

Appendix B - Meeting Minutes

Appendix C - P2S Report (Hot Water & Chilled Water System

Assessment Included)

Appendix D - Sewer Calculations

Appendix E - Construction Phasing Exhibit

Appendix F - Construction Cost Estimate

Appendix G - Landscape Design Plan Exhibit

LA CAÑADA UNIFIED SCHOOL DISTRICT

LA CAÑADA HIGH SCHOOL- FEASIBILITY STUDY FOR UTILITIES INFRASTRUCTURE REPLACEMENT

MAY 30, 2025

EXECUTIVE SUMMARY

0.1: Introduction

The subject site is located on approximately 26 acres in the City of

La Cañada Flintridge in Los Angeles County. It sits at the base of the San Gabriel Mountains. Facilities Master Plan Study prepared by LPA (referred to herein as Facilities Master Plan), identified the total student population at 2,049 students in 2015.

Vicinity Map

0.2: Project Background and Scope

Psomas was asked to prepare utility mapping based on record information of the original campus buildings and infrastructure.

Scope of work includes research, map and evaluate the existing campus utility infrastructure, and provide recommendations for improvements to each of the utility systems based on future development shown in the Facilities Master Plan.

As a sub consultant to Psomas, P2S Engineering has completed the evaluation of the natural gas, chilled water and hot water utility systems.

Existing utility base maps were previously prepared and completed by KPFF in 2022. These utility base maps were provided by the

School District and used as the basis for the utility mapping portion of this project. In order not to repeat the effort previously done by KPFF, post 2022 record plans and as-builts were considered in preparing the utility base maps of this project.

0.3: Utility Mapping

Existing utility information included herein was based upon drawings and information supplied by the various designers and contractors as outlined in Section 0.2. Using this information, Psomas and P2S updated the previously prepared 2022 utility base maps for the following existing utility systems:

• Sanitary Sewer

• Storm Drain

• Domestic and Fire Water

• Irrigation Water

• Hot water

• Chilled Water

Existing and Proposed Condition Utility Maps are provided in

Appendix A.

0.4: Report Objective

The objective is to provide an evaluation of the existing utility systems currently servicing the La Cañada High School facilities and to make recommendations of proposed replacement of existing utilities. The following existing utility systems were considered in this report:

• Sanitary Sewer

• Storm Drain

• Domestic and Fire Water

• Irrigation Water

• Hot Water

• Chilled Water

P2S Engineering has performed assessments of the natural gas, and chilled water systems. P2S has also completed an evaluation of the

La Cañada High School hot water system and Central Plant

System. Refer to Appendix C.

Due to the utility replacement, trenching is unavoidable. All utility trenches will be either temporarily paved or covered until all three phases are completed. See section 0.7 construction phasing for details.

0.5: Report Overview

The utility systems discussed within this report are broken down into the individual discipline sections. Corresponding figures and data tables are located at the end of each section.

The following information for each utility system is presented in discipline specific sections, Section 1 through 4, of this report.

• Description of the existing utility system, including existing conditions and identified problems. Information on each utility system was obtained through field surveys, existing documents and record data, and discussions with campus facilities staff knowledgeable of specific utility systems.

• Recommendations and modifications to accommodate present and future needs of the campus.

• Figures illustrating the existing utility system layout and proposed utility alignments are shown in Appendix A

0.6: Existing and Proposed Building Improvements

The following Table 1A, Campus Existing Buildings, identifies the existing buildings on campus and corresponds to the various figures throughout the report. The listed building names and numbers are based upon the Facilities Master Plan and are illustrated on Figure 1A, Existing Campus Building Layout, included herein. In absence of available records of the building areas, the areas listed are approximate square footages.

Table 1A: Campus Existing Buildings

Based on the Facilities Master Plan, the proposed buildings listed in Table 1B, Campus Proposed Buildings, have been identified as part of the future development. The building names and numbers corresponding to the Facilities Master Plan are illustrated, on

Figure 1B, Proposed Campus Building Layout.

The future condition figures included throughout this report illustrate the configurations of the future buildings only and do not illustrate the proposed floor plans as shown in the Facilities Master

Plan.

Table 1B: Campus Proposed Buildings

0.7 Construction Phasing

We have prepared exhibits for the work phasing, covering a total of three phases. We have consolidated utility work to the maximum extent possible while also maintaining accessibility and exits to all buildings. The colored lines in the exhibits represent the utility lines proposed for construction during each phase.

Additionally, the exhibits show blue colored lines for the suggested path of travel and exit routes during the construction phase. The

Phase 1 exhibit includes the majority of the sewer line construction as well as additional mechanical line work, both located in the same area as the sewer lateral. The Phase 2 exhibit shows all the water and irrigation line installations, as well as the mechanical and sewer lines, which are next to the water line. The Phase 3 exhibit covers the installation of the remaining mechanical lines.

Refer to Appendix E.

The final phase involves the replacement of hardscapes and the installation of planting within the utility work areas. Below is the narrative for the landscape work. This aligns with the landscape design plan exhibit shown in Appendix G

Starting in the planting area near the point of connection (POC) for the proposed water line, located at the school entrance between

Building A and Building B, shall be replanted with native pollinator plants and covered with three inches of mulch. The existing trees shall be preserved and protected in place. Concrete adjacent to the planter along the north corridor of Building A, within the designated phasing areas, shall be removed. Saw cuts shall be made along existing joints, and all concrete shall be removed up to the walls and staircases. The work area shall be modified to create an ADA-compliant landing pad at the bottom of the stairs within the project scope. All proposed concrete in this area shall be colored concrete with an acid wash finish (Top Cast

#3). All proposed joints shall be spaced in a complimentary to existing control and expansion joints.

Along the west corridor of Building A, existing concrete shall be removed up to the expansion joint abutting a separate hardscape design. The existing hardscape design along the west edge of the corridor shall remain and be protected in place. Proposed concrete in this area shall meet path-of-travel requirements. Concrete shall be removed up to existing joints along the lunch area west of

Building F. All proposed concrete in this area shall be colored concrete with an acid wash finish (Top Cast #3). All proposed joints shall be spaced in a complimentary to existing control and expansion joints.

Heading south between Buildings E and F, the path of travel shall be maintained by removing existing concrete up to the restroom building and around the existing planter seating within the phasing areas. All concrete shall be removed up to the existing joints along the lunch seating area west of Building F and along the east side of

Building E. The existing poured in place seat wall shall be replaced with a DSA-approved concrete table with benches. All trash cans in this area shall be removed and reinstalled. The ADA ramp adjacent to Building E shall be repaired to match the existing design. Concrete shall be removed along the ADA ramp and the edge of Building E. All proposed concrete adjacent to the staircase shall be ADA-compliant. Existing concrete along the three-foot-high wall on the east side of the phasing areas shall be removed.

The existing wall shall be replaced with a retaining wall with stone veneer that maintains the path of travel through this main corridor.

All existing trees adjacent to this corridor shall be protected in place. Proposed concrete in this corridor shall be natural grey with an acid wash finish (Top Cast #3). All proposed joints shall be spaced in a complimentary to existing control and expansion joints.

Existing concrete leading to the south side of Building F within the phasing areas shall be removed, as the path of travel is not required in this area. Proposed grades shall be modified to align with the corridor along the west edge of this area. Planting areas within the phasing areas shall be replanted with native pollinator plants and three inches of mulch. Decomposed granite shall be replaced within the phasing areas to match existing. Boulders within the phasing areas shall be removed during construction and reinstalled for the final design. All trash cans and seating in the area shall be removed during construction and reinstalled for the final design.

Proposed concrete in this corridor shall be natural grey with an acid wash finish (Top Cast #3). All proposed joints shall be spaced in a complimentary to existing control and expansion joints.

Existing concrete along the corridor between Building E and the

North Gym shall be removed up to Building E, along existing planting areas, and along the control joint on the east side of the corridor. Proposed concrete in this corridor shall maintain the required path of travel. The existing planter to the south of

Building E shall be replaced with native pollinator plants and three inches of mulch. The existing tree to the south of Building E shall be protected in place. Existing concrete shall be removed up to the staircase, and the work area shall be modified to create an ADA-compliant landing pad at the bottom of the stairs within the project

Bldg

No.

Building Name

Number of

Stories

Building Gross

Square

Footage

A Administration Building 3 70,000

B Classrooms 3 48,000

B Auditorium 3 25,000

C Classrooms (700) 3 35,000

D

IRC

Library/Classrooms/Studios

15,000

E Cafeteria (600) 1 25,000

F Choral Room, Music 1 6,000

G North Gym 3 29,000

H South Gym 2 28,000

I Pool Equipment 1 5,000

Bldg

No.

Building Name

Number of

Stories

Building Gross

Square Footage

Parking Garage

Building

100,000

Sports Medicine (PE) 1 500

E-Building

Classroom Expansion

10,000 scope. Proposed concrete in this corridor shall be natural grey with

Existing concrete on the west side of the North Gym, east of the main corridor, shall be removed up to the building, retaining wall, and along existing joints near the stairwell footings. The stairwell footing shall remain in place and saw cuts shall be made along the existing control joints. Path of travel is not required in this area.

All proposed concrete shall maintain existing grades. Proposed joints shall create a new pattern within this area. All proposed concrete in this area shall be natural grey with a broom-swept finish and P.E. markings. All proposed joints shall be spaced in a complimentary to existing and proposed joints adjacent to this area.

Existing concrete between the South Gym and the baseball field shall be removed up to the building, existing control joints along west side of phasing areas, along planting areas on east side of corridor, and the baseball field curb edge. Proposed concrete shall maintain the path of travel within this corridor up to the South

Gym classrooms. The existing planter to the north of South Gym shall be replaced with native pollinator plants and three inches of mulch. All existing trees in this area shall be protected in place.

Existing concrete benches shall be removed during construction and reinstalled for the final design. Proposed concrete shall be natural grey, matching the existing pattern of perpendicular broom-swept panels alternating with acid wash finish (Top Cast #3), and include P.E. markings. All proposed joints shall be spaced in a complimentary to existing control and expansion joints

0.8 Phased Access and Egress Considerations

In this site utility replacement study, we have implemented a phased approach to planning and creating access and exit routes.

This approach ensures that during each stage of construction, there are safe and clear paths for entering and exiting the building

Phase 1 Access and Egress Considerations

The construction area for Phase 1 will primarily impact Building E and Building F. The classrooms at the south end of Building E require two means of egress due to their size. A pathway with a minimum 44-inch clear width must be maintained to both doors to these rooms during the construction period. The art & ceramics classroom also requires two exits, and a pathway with a minimum

44-inch clear width must be maintained from its doors as well.

The tech office will need to be temporarily relocated during construction as access to the room will not be able to be provided due to the location of some of the underground utilities work.

Likewise, the adjacent staff restroom will need to be closed.

Impacts to Building F will be minimal as the main access is via the elevated walkway to the second floor of the building. While the proposed area of work should not impact the existing egress pathways, it should be noted that a pathway must be maintained from each of the egress stairs during construction.

Phase 2 Access and Egress Considerations

The construction area for Phase 2 will primarily impact Building

A, Building E, and the North Gym. The egress paths at Building E identified in Phase 1 will need to be maintained throughout Phase

2 as well. In this phase, the Tech Office and Staff Restroom will be able to reopen.

An egress path of minimum 44-inch width must be maintained to the doors on the north side of Building A. To avoid a dead-end corridor, the contractor will need to provide a “cross-over” at the west end of the building to allow egress across the construction area. The connection of the fire hydrant at the east end of Building

A may impact the accessible route to Building B. Construction in this area may need to be carefully phased to maintain an accessible route at all times or be performed at times when classes in Building

B will not be impacted.

The boys locker room in the North Gym requires two exits. A minimum 44-inch wide egress pathway must be maintained to western exit during the construction period.

Phase 3 Access and Egress Considerations

The construction area for Phase 3 will primarily impact the South

Gym. A pathway must be maintained from the egress stair at the western side of the building during construction. The sports medicine classroom at the northwest corner has two exterior doors but only requires one exit. We recommend maintaining access/egress to the door the egress stair. Alternatively, the pipe routing may run along the exterior covered walkway on the north of the building. If this alternative route is used, the egress path from the training room and locker room exits must be maintained to the eastern side of the building.

0.9 Landscape/Hardscape Recommendations

Starting in the planting area near the point of connection (POC) for the proposed water line, located at the school entrance between

Building A and Building B, shall be replanted with native pollinator plants and covered with three inches of mulch. The existing trees shall be preserved and protected in place. Concrete adjacent to the planter along the north corridor of Building A, within the designated phasing areas, shall be removed. Saw cuts shall be made along existing joints, and all concrete shall be removed up to the walls and staircases. The work area shall be modified to create an ADA-compliant landing pad at the bottom of the stairs within the project scope. All proposed concrete in this area shall be colored concrete with an acid wash finish (Top Cast

#3). All proposed joints shall be spaced in a complimentary to existing control and expansion joints.

Along the west corridor of Building A, existing concrete shall be removed up to the expansion joint abutting a separate hardscape design. The existing hardscape design along the west edge of the corridor shall remain and be protected in place. Proposed concrete in this area shall meet path-of-travel requirements. Concrete shall be removed up to existing joints along the lunch area west of

Building F. All proposed concrete in this area shall be colored concrete with an acid wash finish (Top Cast #3). All proposed joints shall be spaced in a complimentary to existing control and expansion joints.

Heading south between Buildings E and F, the path of travel shall be maintained by removing existing concrete up to the restroom building and around the existing planter seating within the phasing areas. All concrete shall be removed up to the existing joints along the lunch seating area west of Building F and along the east side of

Building E. The existing poured in place seat wall shall be replaced with a DSA-approved concrete table with benches. All trash cans in this area shall be removed and reinstalled. The ADA ramp adjacent to Building E shall be repaired to match the existing design. Concrete shall be removed along the ADA ramp and the edge of Building E. All proposed concrete adjacent to the staircase shall be ADA-compliant. Existing concrete along the three-foot-high wall on the east side of the phasing areas shall be removed.

The existing wall shall be replaced with a retaining wall with stone veneer that maintains the path of travel through this main corridor.

All existing trees adjacent to this corridor shall be protected in place. Proposed concrete in this corridor shall be natural grey with

Existing concrete leading to the south side of Building F within the phasing areas shall be removed, as the path of travel is not required in this area. Proposed grades shall be modified to align with the corridor along the west edge of this area. Planting areas within the phasing areas shall be replanted with native pollinator plants and three inches of mulch. Decomposed granite shall be replaced within the phasing areas to match existing. Boulders within the phasing areas shall be removed during construction and reinstalled for the final design. All trash cans and seating in the area shall be removed during construction and reinstalled for the final design.

Proposed concrete in this corridor shall be natural grey with an acid wash finish (Top Cast #3). All proposed joints shall be spaced in a complimentary to existing control and expansion joints.

Existing concrete along the corridor between Building E and the

North Gym shall be removed up to Building E, along existing planting areas, and along the control joint on the east side of the corridor. Proposed concrete in this corridor shall maintain the required path of travel. The existing planter to the south of

Building E shall be replaced with native pollinator plants and three inches of mulch. The existing tree to the south of Building E shall be protected in place. Existing concrete shall be removed up to the staircase, and the work area shall be modified to create an ADA-compliant landing pad at the bottom of the stairs within the project scope. Proposed concrete in this corridor shall be natural grey with

Existing concrete on the west side of the North Gym, east of the main corridor, shall be removed up to the building, retaining wall, and along existing joints near the stairwell footings. The stairwell footing shall remain in place and saw cuts shall be made along the existing control joints. Path of travel is not required in this area.

All proposed concrete shall maintain existing grades. Proposed joints shall create a new pattern within this area. All proposed concrete in this area shall be natural grey with a broom-swept finish and P.E. markings. All proposed joints shall be spaced in a complimentary to existing and proposed joints adjacent to this area.

SECTION 1 – SANITARY SEWER SYSTEM

1.1: System Description

The existing La Canada High School on-site sewer system consists primarily of an 8-inch sewer line. Not all system pipe material is identified due to the lack of available record plans information.

The campus sewer system collects sewage from campus facilities and discharges east into an 18-inch pipe County sewer main that generally runs along Oak Grove Drive. The pool equipment building (Building I) has a separate 10-inch pipe connection to the public sewer main. Building B has sewer building connection on the north side of the building but no available information where it connects to the public sewer main. The existing on-site sewer collection system is illustrated on Figure 3A, Existing Condition

Sanitary Sewer.

1.2: Analysis of Existing System

We have used the Los Angeles County method to estimate the average daily flow per occupancy to check the flow capacity of the existing 8-inch pipe. See Appendix for Sewer Calculations. The estimated daily flow for high school occupancy is 15 gal/student and based on the Facilities Master Plan the total student population is 2,049 students. Therefore, the estimated flow is:

15 gal/student X 2,049 students = 30,735 gal/day

Applying a 2.5x peak factor per LA County standards:

30,735 gal/day X 2.5 = 76,838 gal/day

Converting to cfs:

76,838 gal/day X 0.134 cu. ft./gal X 1 day/86,400 sec = 0.12 cfs

A minimum of 0.5 percent slope was assumed for the sewer pipe with no available pipe invert information. Using Kutter’s Formula, see results on Table 1.2.

Table 1.2

Condition Pipe

Dia.-D

(in)

Slope

Depth of flow d

(in)

Calculated

Flow

(cfs)

Percent full

For Pipe Size

<15” d/D

Required ½ full

Comment

Exist 8 0.5 1.3 0.12 16 50 Capacity Is not

Exceeded

Future 8 0.5 1.4 0.15 18 50 Capacity Is not

Exceeded

1.3: Analysis of Future Needs

The sanitary sewer system was evaluated with the addition of the proposed buildings listed in Table 1B. Based on the future development presented in the Master Plan Update, we conservatively assumed a growth of the student population of 20% for the future development. Therefore, the future peak sewer flow rate is equal to 0.15 cfs. Under those conditions, the capacity of the existing sewer system is not exceeded.

1.3: Findings and Recommendations

The district provided input on the existing sewer pipes they wanted to be replaced and highlighted the pipes on a drawing. Refer to

Appendix A Figure 3B, Proposed Condition Sanitary Sewer. We did not receive any specific reasons why they wanted them replaced and assumed it was because of the age of the pipes.

We recommend pipes be replaced with the same size, pipe slope and material. However, flow velocity for the existing sewers are below the 2 ft/s minimum velocity to prevent deposition of solids.

It is impractical to correct this deficiency as it would require reconstruction of the sewer system. However, this can be addressed by

• Further investigating pipes with assumed slopes in order to verify data

• Flushing the sewers on a routine basis to mitigate the negative effects of low velocities

SECTION 2 – STORM DRAIN SYSTEM

2.1: System Description

The existing campus on-site storm drain system consists of an underground pipe network. The system drains to the south in the private 24-inch main pipe approximately located middle of the site and it is connected to the city public storm drain line on Berkshire

Place. The storm drain pipes and area drains west of Choral

(Building F) and south of Building B are not connected to the system. Storm drain pipe and area drain located east of building B pipe are tied to a curbside drain on Oak Grove Drive. The existing on-site storm drain system is illustrated on Figure 4A, Existing

Condition Utility Map – Storm Drain System.

2.2: Findings and Recommendations

The district has localized drainage concerns that were discussed in the kickoff meeting. The concerns that were raised by the district include ponding at the catch basin to the southwest of the Choral

Room (Building F), catch basin in the courtyard of building B, and the North Gym roof drains. Psomas did not observe any ponding during the time of the site walk and kickoff meeting. A copy of the kickoff meeting minutes is included in this report in Appendix B.

We recommend a field investigation, utility survey with pipe invert information, and camera inspection to find the issues and solutions to the drainage concerns.

SECTION 3 – DOMESTIC & FIRE WATER

SYSTEM

3.1: System Description

The existing campus on-site water distribution system is a combined system that supplies domestic (potable) water, irrigation water, and fire protection to all campus facilities. The campus irrigation system is described in Section 4-Irrigation Water

System.

The Valley Water Company (VWC) provides water to the campus combined water system and the supply connection located to the northwest of the site on Foothill Boulevard.

3.1: Analysis of Existing System

The existing system supplies water to the buildings that are individually metered except for Building I and the Pool Equipment

Building. The Pool Equipment Building has a 3-inch meter service connection on Oak Grove Drive. Please see Figure 5A, Existing

Condition– Domestic Water & Fire Line.

3.2: Analysis of Future Needs

The water system was evaluated with the addition of proposed buildings listed in Table 1B. Based on the future building types and sizes and the existing water pipe sizes, it was determined that the existing system is sufficient to serve the future sports medicine and classroom expansion adjacent to Building E. The future parking structure will need dedicated water and fire water lines and those should be analyzed at the time of that development.

3.3: Findings and Recommendations

The district provided input on the existing water pipes they wish to have replaced and provided that information to Psomas. Refer to

Appendix A Figure 5B, Proposed Condition Domestic Water &

Fire Line. The lines to be replaced are the oldest trunk lines on the campus and reported to be asbestos pipe by the district.

We recommend pipes be replaced with the same size pipe and

C900 PVC be used for the material.

SECTION 4 – IRRIGATION WATER SYSTEM

4.1: System Description

The on-site irrigation is supplied through the combined water distribution system.

4.2: Analysis of Existing System

The existing irrigation system is metered onsite.

4.4: Analysis of Future Needs

Based on the future development plans as identified in the

Facilities Master Plan, there does not appear to be any significant landscape areas proposed that would need irrigation service and should be accounted for at this time. The irrigation improvements associated with future projects should be addressed at the time of project development.

4.5: Findings and Recommendations

The district provided input on the existing irrigation pipes they wish to have replaced and provided that information to Psomas.

Refer to Appendix A Figure 6B, Proposed Irrigation Line.

We recommend any new irrigation piping be PVC material and backflow preventers be provided at connections to the domestic water system.

Appendix A Existing and Proposed Utility Conditions

W . F

O O

TH

IL

L

BO

UL

EV

AR

D

OAK GROVE DRIVE

BE

RK

SH

IR

E

PL

AC

E

CA STATE HIGHWAY 210 (FOOTHILL FREEWAY)

VIRO ROAD

SHED

SHED

RESTROOMS

FOOTBALL FIELD

BASEBALL FIELD

BASEBALL FIELD

PARKING LOT B

PARKING LOT

PARKING LOT A

RESTROOMS

TENNIS COURTS

PORTABLE

CLASSROOMS CRESTVIEW

PREPARATORY

SCHOOL

(NOT A PART)

F-BUILDING

CHORAL

ROOM

B-BUILDING

AUDITORIUM

B-BUILDING

CLASSROOM

BUILDING

D-BUILDING

IRC

E-BUILDING

CAFETERIA

(600 BUILDING)

G-BUILDING

NORTH

GYM

H-BUILDING

SOUTH

GYM

I-BUILDING

POOL EQUIPMENT

E-BUILDING

CLASSROOMS

C -B

U

IL

D

IN

G C

LA

SS

R O

O M

(7

B U

IL

D

IN

G

POOL

PE

ATHLETIC

SUPPLY

BLEACHERS

BLEACHERS

BLEACHERS

HARDCOURTS

BASEBALL FIELD

NOT A PART

A-BUILDING

ADMINISTRATION

CLASSROOM

BUILDING

GRAPHIC SCALE

Note: For reduced sized prints, original scale is in inches

0'150' 150'75'

Figure 1A Existing Campus Building Layout

DATE: REVISED ON:

JOB No:

SHEET OF

02-27-2024

1LAC200100

1 1

EXH 01

P lo tt e d

/1

/2

:3

:5

P M

S a ve d

/9 /2

:1

:5

A

M

V

L A

C

\E

N G

R \E

X H

IB

\E

X H

I-

E xi st in g B u ild in g

L a yo u t.

d w g n e ls o n .r iv e ra

LEGEND

PROPERTY LINE

APPROX. SCHOOL LIMIT LINE

EXISTING BUILDING

EXISTING BUILDING (NOT A PART)

O O

TH

IL

L

BO

UL

EV

AR

D

OAK GROVE DRIVE

BE

RK

SH

IR

E

PL

AC

E

CA STATE HIGHWAY 210 (FOOTHILL FREEWAY)

VIRO ROAD

SHED

SHED

RESTROOMS

FOOTBALL FIELD

BASEBALL FIELD

BASEBALL FIELD

PARKING LOT B

PARKING LOT

PARKING LOT A

RESTROOMS

CRESTVIEW

PREPARATORY

SCHOOL

(NOT A PART)

F-BUILDING

CHORAL

ROOM

B-BUILDING

AUDITORIUM

B-BUILDING

CLASSROOM

BUILDING

D-BUILDING

IRC

E-BUILDING

CAFETERIA

(600 BUILDING)

G-BUILDING

NORTH

GYM

H-BUILDING

SOUTH

GYM

I-BUILDING

POOL EQUIPMENT

E-BUILDING

CLASSROOMS

C -B

U

IL

D

IN

G C

LA

SS

R O

O M

(7

B U

IL

D

IN

G

POOL

PE

ATHLETIC

SUPPLY

BLEACHERS

BLEACHERS

BLEACHERS

HARDCOURTS

BASEBALL FIELD

NOT A PART

A-BUILDING

ADMINISTRATION

CLASSROOM

BUILDING

PARKING GARAGE

& TENNIS COURT

E-BUILDING EXPANSION

LEARNING

COURT

SPORTS

MEDICINE

JV/VARSITY

BASEBALL

GRAPHIC SCALE

Note: For reduced sized prints, original scale is in inches

0'150' 150'75'

Figure 1B Proposed Campus Building Layout

DATE: REVISED ON:

JOB No:

SHEET OF

02-27-2024

1LAC200100

1 1

EXH 01

P lo tt e d

/1

/2

:4

:1

P M

S a ve d

/9 /2

:1

:0

A

M

V

L A

C

\E

N G

R \E

X H

IB

\E

X H

I-

P ro p o se d

B u ild in g L a yo u t.

d w g n e ls o n

.r iv e ra

LEGEND

PROPERTY LINE

APPROX. SCHOOL LIMIT LINE

EXISTING BUILDING

PROPOSED BUILDING

OPEN PLAYING AREA

EXISTING BUILDING (NOT A PART)

O O

TH

IL

L

BO

UL

EV

AR

D

OAK GROVE DRIVE

BE

RK

SH

IR

E

PL

AC

E

CA STATE HIGHWAY 210 (FOOTHILL FREEWAY)

VIRO ROAD

SHED

SHED

RESTROOMS

FOOTBALL FIELD

BASEBALL FIELD

BASEBALL FIELD

PARKING LOT B

PARKING LOT

PARKING LOT A

RESTROOMS

TENNIS COURTS

PORTABLE

CLASSROOMS CRESTVIEW

PREPARATORY

SCHOOL

(NOT A PART)

F-BUILDING

CHORAL

ROOM

B-BUILDING

AUDITORIUM

B-BUILDING

CLASSROOM

BUILDING

D-BUILDING

IRC

E-BUILDING

CAFETERIA

(600 BUILDING)

G-BUILDING

NORTH

GYM

H-BUILDING

SOUTH

GYM

I-BUILDING

POOL EQUIPMENT

E-BUILDING

CLASSROOMS

C -B

U

IL

D

IN

G C

LA

SS

R O

O M

(7

B U

IL

D

IN

G

POOL

PE

ATHLETIC

SUPPLY

BLEACHERS

BLEACHERS

BLEACHERS

HARDCOURTS

BASEBALL FIELD

NOT A PART

A-BUILDING

ADMINISTRATION

CLASSROOM

BUILDING

WM

WM

WM WM

WM

BP

WM

WM

WM

WM

BP

WM

H Y D

WM

BP

BP

GRAPHIC SCALE

Note: For reduced sized prints, original scale is in inches

0'150' 150'75'

Figure 2 Existing Composite Utility

DATE: REVISED ON:

JOB No:

SHEET OF

02-27-2024

1LAC200100

2 X

EXH 02

P lo tt e d

/1

/2

:4

:3

P M

S a ve d

/9 /2

:1

:4

A

M

V

L A

C

\E

N G

R \E

X H

IB

\E

X H

I-

E xi st in g U til ity

.d w g n e ls o n

.r iv e ra

LEGEND

PROPERTY BOUNDARY

APPROX. SCHOOL LIMIT LINE

EXISTING BUILDING

EXISTING STORM DRAIN

EXISTING SANITARY SEWER

EXISTING DOMESTIC WATER

EXISTING FIRE WATER

EXISTING IRRIGATION WATER

EXISTING GAS

EXISTING CHILLED WATER

EXISTING HOT WATER

O O

TH

IL

L

BO

UL

EV

AR

D

OAK GROVE DRIVE

BE

RK

SH

IR

E

PL

AC

E

CA STATE HIGHWAY 210 (FOOTHILL FREEWAY)

VIRO ROAD

SHED

SHED

RESTROOMS

FOOTBALL FIELD

BASEBALL FIELD

BASEBALL FIELD

PARKING LOT B

PARKING LOT

PARKING LOT A

RESTROOMS

TENNIS COURTS

PORTABLE

CLASSROOMS CRESTVIEW

PREPARATORY

SCHOOL

(NOT A PART)

F-BUILDING

CHORAL

ROOM

B-BUILDING

AUDITORIUM

B-BUILDING

CLASSROOM

BUILDING

D-BUILDING

IRC

E-BUILDING

CAFETERIA

(600 BUILDING)

G-BUILDING

NORTH

GYM

H-BUILDING

SOUTH

GYM

I-BUILDING

POOL EQUIPMENT

E-BUILDING

CLASSROOMS

C -B

U

IL

D

IN

G C

LA

SS

R O

O M

(7

B U

IL

D

IN

G

POOL

PE

ATHLETIC

SUPPLY

BLEACHERS

BLEACHERS

BLEACHERS

HARDCOURTS

BASEBALL FIELD

NOT A PART

A-BUILDING

ADMINISTRATION

CLASSROOM

BUILDING

4"

24"

4"

6"

4"

4"

8"

8"

8" 8"

4" 4"

3" 4"

4"

4"4" 8"8"

4"

2"

8"

8"

6"

8"

10"

18"

4"

3"

4" 4"

8"

GRAPHIC SCALE

Note: For reduced sized prints, original scale is in inches

0'150' 150'75'

Figure 3A Existing Condition

Sanitary Sewer

DATE: REVISED ON:

JOB No:

SHEET OF

02-27-2024

1LAC200100

4 X

EXH 04

P lo tt e d

/1

/2

:4 :5

P

M S a ve d

/9

/2

:3

:2

A

M V

L A

C \E

N G

R \E

X H

IB

\E

X H

I- E xi st in g U til ity

S S

.d w g n e ls o n .r iv e ra

LEGEND

PROPERTY BOUNDARY

APPROX. SCHOOL LIMIT LINE

EXISTING BUILDING

EXISTING SEWER PIPE

EXISTING CLEAN OUT

EXISTING MANHOLE

FLOW DIRECTION

8"

O O

TH

IL

L

BO

UL

EV

AR

D

OAK GROVE DRIVE

BE

RK

SH

IR

E

PL

AC

E

CA STATE HIGHWAY 210 (FOOTHILL FREEWAY)

VIRO ROAD

SHED

SHED

RESTROOMS

FOOTBALL FIELD

BASEBALL FIELD

BASEBALL FIELD

PARKING LOT B

PARKING LOT

PARKING LOT A

RESTROOMS

CRESTVIEW

PREPARATORY

SCHOOL

(NOT A PART)

F-BUILDING

CHORAL

ROOM

B-BUILDING

AUDITORIUM

B-BUILDING

CLASSROOM

BUILDING

D-BUILDING

IRC

E-BUILDING

CAFETERIA

(600 BUILDING)

G-BUILDING

NORTH

GYM

H-BUILDING

SOUTH

GYM

I-BUILDING

POOL EQUIPMENT

E-BUILDING

CLASSROOMS

C -B

U

IL

D

IN

G C

LA

SS

R O

O M

(7

B U

IL

D

IN

G

POOL

PE

ATHLETIC

SUPPLY

BLEACHERS

BLEACHERS

BLEACHERS

HARDCOURTS

BASEBALL FIELD

NOT A PART

A-BUILDING

ADMINISTRATION

CLASSROOM

BUILDING

PORTABLE

CLASSROOMS

4"4"

6"

4"

4"

8"

8"

8" 8"

4" 4"

3" 4"

4"

4"4"8"

4"

2"

8" 8"

6"

8"

18"

4"

4" 4"

8" 8"

3"

PARKING GARAGE

& TENNIS COURT

E-BUILDING EXPANSION

LEARNING

COURT

SPORTS

MEDICINE

JV/VARSITY

BASEBALL

8"

4"

4" 4"

8"

4"

GRAPHIC SCALE

Note: For reduced sized prints, original scale is in inches

0'150' 150'75'

Figure 3B Proposed Sanitary Sewer Line

DATE: REVISED ON:

JOB No:

SHEET OF

02-27-2024

1LAC200100

4 X

EXH 04

P lo tt e d

/1

/2

:4

:1

P M

S a ve d

/1

/2

:3

:1

P

M

V

L A

C

\E

N G

R \E

X H

IB

\E

X H

I-

P ro p o se d

U til ity S

S .d w g n e ls o n .r iv e ra

LEGEND

PROPERTY BOUNDARY

APPROX. SCHOOL LIMIT LINE

EXISTING BUILDING

PROPOSED BUILDING

OPEN PLAYING AREA

EXISTING SEWER PIPE

EXISTING CLEAN OUT

EXISTING/PROPOSED MANHOLE

FLOW DIRECTION

EXISTING SEWER PIPE TO BE REPLACED

PROPOSED MANHOLE

PROPOSED SEWER PIPE

8"

O O

TH

IL

L

BO

UL

EV

AR

D

OAK GROVE DRIVE

BE

RK

SH

IR

E

PL

AC

E

CA STATE HIGHWAY 210 (FOOTHILL FREEWAY)

VIRO ROAD

SHED

SHED

RESTROOMS

FOOTBALL FIELD

BASEBALL FIELD

BASEBALL FIELD

PARKING LOT B

PARKING LOT

PARKING LOT A

RESTROOMS

TENNIS COURTS

PORTABLE

CLASSROOMS CRESTVIEW

PREPARATORY

SCHOOL

(NOT A PART)

F-BUILDING

CHORAL

ROOM

B-BUILDING

AUDITORIUM

B-BUILDING

CLASSROOM

BUILDING

D-BUILDING

IRC

E-BUILDING

CAFETERIA

(600 BUILDING)

G-BUILDING

NORTH

GYM

H-BUILDING

SOUTH

GYM

I-BUILDING

POOL EQUIPMENT

E-BUILDING

CLASSROOMS

C -B

U

IL

D

IN

G C

LA

SS

R O

O M

(7

B U

IL

D

IN

G

POOL

PE

ATHLETIC

SUPPLY

BLEACHERS

BLEACHERS

BLEACHERS

HARDCOURTS

BASEBALL FIELD

NOT A PART

A-BUILDING

ADMINISTRATION

CLASSROOM

BUILDING

8"

4" 8"

8"

12"12"4"

24"24"24"

12"

12"

6"

8"

8"

15"

8" 4"

6" 6" 4"

10"

4"

4"

8"

6"

6"

6"

4"4"

6"

6"

6" 8"

24"

15"

12" 12"

8"

12"

15"

GRAPHIC SCALE

Note: For reduced sized prints, original scale is in inches

0'150' 150'75'

Figure 4A Existing Condition

Storm Drain

DATE: REVISED ON:

JOB No:

SHEET OF

02-27-2024

1LAC200100

3 X

EXH 03

P lo tt e d

/1

/2

:4 :4

P

M S a ve d

/9

/2

:4

:4

A

M V

L A

C \E

N G

R \E

X H

IB

\E

X H

I- E xi st in g U til ity

S D

.d w g n e ls o n .r iv e ra

LEGEND

PROPERTY BOUNDARY

APPROX. SCHOOL LIMIT LINE

EXISTING BUILDING

EXISTING STORM DRAIN PIPE

EXISTING AREA DRAIN

EXISTING CLEAN OUT

EXISTING MANHOLE

FLOW DIRECTION

12"

WM

WM WM

WM

BP

WM

WM

WM

BP

WM

H Y D

WM

BP

BP

10"

8"

8"

3"

3"

3"

2" 6"1.

5"

2"

2- 1/

2"

3/ 4"

3/ 4"

3"

3"

6"

6"

6"

8"

8"

10"

10"

10"

4"

10"

FH

FH

FH

FH

FH

W . F

O O

TH

IL

L

BO

UL

EV

AR

D

OAK GROVE DRIVE

BE

RK

SH

IR

E

PL

AC

E

CA STATE HIGHWAY 210 (FOOTHILL FREEWAY)

VIRO ROAD

SHED

SHED

RESTROOMS

FOOTBALL FIELD

BASEBALL FIELD

BASEBALL FIELD

PARKING LOT B

PARKING LOT

PARKING LOT A

RESTROOMS

FH

FH

FH

TENNIS COURTS

PORTABLE

CLASSROOMS CRESTVIEW

PREPARATORY

SCHOOL

(NOT A PART)

F-BUILDING

CHORAL

ROOM

B-BUILDING

AUDITORIUM

B-BUILDING

CLASSROOM

BUILDING

D-BUILDING

IRC

E-BUILDING

CAFETERIA

(600 BUILDING)

G-BUILDING

NORTH

GYM

H-BUILDING

SOUTH

GYM

I-BUILDING

POOL EQUIPMENT

E-BUILDING

CLASSROOMS

C -B

U

IL

D

IN

G C

LA

SS

R O

O M

(7

B U

IL

D

IN

G

POOL

PE

ATHLETIC

SUPPLY

BLEACHERS

BLEACHERS

BLEACHERS

HARDCOURTS

BASEBALL FIELD

NOT A PART

A-BUILDING

ADMINISTRATION

CLASSROOM

BUILDING

8…