attachment 2 fullerton college chapman newell

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ATTACHMENT 2

FULLERTON COLLEGE

CHAPMAN NEWELL INSTRUCTIONAL BUILDING AND

NEW MAINTENANCE AND OPERATIONS BUILDING

DESIGN-BUILD RFP

DESIGN CRITERIA

Locations on Campus The New Chapman Newell Instructional Building is located in the southeastern area of the Fullerton College campus just south of East Chapman Avenue and immediately east of Newell Place (see Figure 2). Based on the Fullerton College Facilities Master Plan Environmental Impact Report, the new Chapman Newell Instructional Building will provide a buffer between the neighborhood and proposed parking along East Chapman Avenue. The new instructional building is anticipated to be two stories tall.

The new Maintenance and Operations facility will be located west of the Centennial Parking Structure and north of the existing chiller plant in the north central portion of campus (see Figure 2). It is anticipated the new Maintenance and Operations facility will be two stories tall and 11,460 ASF (17,846 GSF). The Maintenance and Operations facility will provide administration offices, trade work areas, and support functions.

Figure 1 – Fullerton College and Local Context and Community

ATTACHMENT 2: FULLERTON COLLEGE – CHAPMAN NEWELL INSTRUCTIONAL BUILDING AND NEW MAINTENANCE

AND OPERATIONS BUILDING DESIGN-BUILD RFP DESIGN CRITERIA

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Figure 2 – Fullerton College and Site Locations

M+O

Site

Chapman

Newell Site



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Space Programming Requirements Chapman Newell Instructional Building The 17,498 assignable square feet (ASF) Chapman Newell Instructional Building at Fullerton College will house the campus Veterans’ Resource Center, Student Wellness Center (both medical and behavioral health), the Campus Food Bank, UMOJA program, Extended Opportunity Programs and Services (EOPS), CalWORKS, Cooperative Agencies Resources for Education (CARE)/Foster Youth Success Initiative (FYSI), a Multi-Cultural Center, and 2 instructional classrooms. In addition, there will be support functions including shared community storage, a department-wide copy/break room, lactation room, and gender-neutral restroom. It is also highly desirable to include a “grab-and-go” style kiosk food and beverage amenity. The specific space programming is included in the table below.

SPACE ASF

Veterans Resource Center 2,500

Reception (2 work stations @ 48 ASF) 200

Permanent Counselor's Office 140

Counseling Offices (3 includes mental health officer @130 ASF) 390

Classified Staff Office Area (3 work stations @ 60ASF) 180

Non-Classified Staff Study Area (3 work stations @ 48SF) 144

Student Community Builder/Programming Area (integrated/immediately adjacent with reception) - space for 40 students @20ASF + kitchenette (highly desired)

800

Individual Study/Tutoring Computer Room 400

File/Copy/Work Room (consider copy shared space(s) elsewhere in building; department confidential files required in space)

136

Confidential Huddle Space (highly desired) 110

Student Wellness Center 3,750

Medical

Waiting Area (minimum seating for 6; 2 additional for check-in paperwork)

Reception (2 windows for staff with workstations + 2 back office workstations)

Designated Vitals area for Check-in (beyond door for privacy)

Nurse's Station (space for 2 or 3 individuals w/service sink)

3 Exam Rooms @100ASF (1 with adjoining restroom @64 ASF) 364

Medical provider workspace for recordkeeping

Director's office 140

Health Educator space (not clinical) - office plus storage (storage could be elsewhere) - can also be with Behavioral Health

110+storage

Additional unisex restroom is desirable if public restrooms in corridor are too distant 64



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Behavioral Health

Reception/Waiting Area (can be shared with Medical, if so, need to add 4 seats)

Psychological Health Case Managers Offices @ 110ASF (4 or 5 offices) 440-550

Potential Behavioral Health Specialist Workstation 48

Quiet Room

Group Therapy Session Room (8 to 12 occupants)

Director's office 140

Food Bank 1,250

Director's Office 140

Open plan with food storage, food display with supermarket flow with center island on wheels for produce (mostly dry goods, but two commercial grade refrigerators; 1 commercial grade freezer and possibly a second); sink for safe food handling; food preparation area (aka 7-11 microwave station) for students; preferably exterior access with roll-up door for deliveries; defined check-in area for students; desirable - food demonstration area if possible (AV needs?); limited seating for dining. Seating areas near outside seating for eating? FF&E considerations.

UMOJA 1,500

Reception (2 work spaces @48ASF) and Waiting Area (integrated into community space)

96

Storage Space for larger items (e.g. displays, tables, A-frames) (integrated into Village space or from other areas?)

Program Manager's Office @ 110ASF 110

Community Therapist Office @ 110 ASF 110

Classified Professional Work Space @48 ASF 48

Counselor Office @110 ASF 110

Additional Office (highly desirable)

Village (community) space (used for workshops, student lounge, interactive space) - accommodate 30 people @ 20 ASF

600

Study Area - Individual Study/Computer Room (Quiet Space) - 8 work stations with computers (plus space for individual laptops); printer

426

EOPS/CalWorks/CARE/FYSI TOTAL ASF 4,750

Shared Space for this Group

Reception (4 work spaces shared for EOPS/Calworks/CARE/FYSI)

File/Copy/Work Room (shared)

Storage for CalWorks/CARE materials (educational supplies/backpacks, etc.) open for carts/distribution ease

Study area/computer lab space

Student lounge/waiting area (child friendly space option?)

Student print/copy space (highly desirable)

Small Break Room (highly desirable)



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EOPS (consider open space with confidential meeting spaces)

Counseling Offices (x6@110ASF) 660

Director's Office 140

Adjunct Counseling Office (x2@110ASF) 220

Coordinator/Specialist Offices (x6)

Workspace for Outreach coordination hourly support (x1@48ASF) 48

Classified workspaces (x2@48 ASF) 96

CalWorks (children visitors need to be consideration; 2 guest chairs in counselor office?)

Classified work spaces (x2@48ASF) 96

Counselor's Office (x1@110ASF) 110

Adjunct Counselors' offices (x2@110ASF) 220

CARE

Coordinator work space (included above in 6 for EOPS)

Work space for student hourly (x1) 48

FYSI

Coordinator work space (included above in 6 for EOPS)

Work space for student hourly (x1) 48

Multi-Cultural Center 1500

Counselor’s Office 110

Manager Office 180

8 classified work spaces (@ 48 ASF/station) 384

Community Space 826

Additional Spaces

45-person classroom/meeting room 940

45-person classroom/meeting room 940

Copy Room/Break Room for all Departments 240

Common Storage Space (from Dept ASF above)

Lactation Room (w/changing table) 64

Gender Neutral Restroom (w/changing table) 64

Grab-N-Go Shop (highly desirable) -

Total ASF 17,498



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New Maintenance and Operations Building

Flewelling and Moody prepared a feasibility study for the new Maintenance and Operations building in 2015. They identified two separate types of space needs including administrative functions and space to support the needs of each of the crafts working in Maintenance and Operations at the College. The total ASF designated for this building is 11,460. The total GSF designated for this building is 17,846. Specific space programming and requirements are shared in the table below.

SPACE ASF

Administrative (total) 1810

Reception 250

Director Office 140

Assistant Director Office 110

Office – Night Custodial Manager 110

Office – Custodial Supervisor and Support 200

Copy Room 100

Conference Room 400

Break Room 300

Plan Room 200

Maintenance Trades Space 9650

Lock & Key (including 100 ASF lock & key vault) 850

General Maintenance 1100

Maintenance Area (shared by all shop craft) 1400

Plumbing/Irrigation Shop 1000

HVAC Shop (including storage) 1000

Grounds Workers 1200

Electrical Shop 1200

Interior Golf Cart Storage 1500

Supplies Storage 400

TOTAL (Administrative/Office and Maintenance) 11,460

Locker Rooms with Unisex Shower(s) (in GSF)



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Exterior Requirements

Golf cart storage outside under canopy as opposed to interior storage is acceptable; have 3 gas-powered carts for grounds operations, balance are electric (16); Will need to buy new clarifier for golf cart washdown (currently using Automotive Technology facility for this purpose); storm-water compliance for exterior space; needs dedicated area to work/service golf carts with eyewash; typically charge electric golf carts with cord (no special charging requirements, but will require charging station strategy)

Parking for Maintenance vehicles (12 total) – (8) full-size trucks; (1) Small pick-up truck; (3) vans (Provide conduit for future charging for 75% of maintenance vehicles. Needs to be adequately sized for 480V cable; will need to verify amperage requirements for charging stations/plugs)

Adequate parking for Van Fleet – (16 passenger vans) (Provide conduit for future charging for 50% of vehicles. Needs to be adequately sized for 480V cable; will need to verify amperage requirements for charging stations/plugs)

Maintenance bay w/lift capability for carts for general repairs and brake repair/replacement; adequate storage space at cart maintenance bay for tires, rims, front end parts, battery whips; cart tire storage needed at cart maintenance bay; rolling cart needed at cart maintenance bay for watering cart batteries

Covered area/bays for washing & detailing vans

Loading area and bay with roll-up door

Other Needs Storage is a big challenge for the Maintenance and Operations team and it is desired that the Design-Builder pursue strategies to allow for maximum storage without adversely operations. This may include the potential option of a mezzanine. In addition, the College currently has ten (10) 8’x20’, three (3) 8’x40’ and two (2) 8’x10’ storage containers elsewhere on campus that they would like to consolidate nearer the new Maintenance and Operations Building, if feasible.

Space Efficiency Factor Fullerton College desires a minimum space efficiency factor of 65 percent. Internal circulation within the buildings is preferred for security considerations.

Fullerton College Design Standards WestburgWhite Architecture has developed design standards for Fullerton College which were finalized on October 28, 2020 (Attachment 2A). These design standards should be used for this project. Interior Space Design Guidelines developed by Dovetail dated December 15, 2018 Attachment 2B should also be used on this project. Furthermore, Fullerton College will require use of the Division 23 specifications dated June 2020 (Attachment 2C) for HVAC design and construction.



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Existing Campus Utilities Psomas has prepared a Fullerton College Campus-Wide Utility Study dated December 22, 2017 (Attachment 2D). It addresses the following systems, existing capacities and expected additional loads for new buildings:

• Sanitary Sewer System

• Storm Drain System

• Domestic Water System

• Fire Water System

• Electrical System

• Telecommunications

• Natural Gas

• Chilled Water and Central Plant

• Hot Water System The design-build team will need to evaluate as part of the design process appropriate points of tie-in and whether any of these services will require upgrades to meet the additional loads of the new Chapman Newell Instructional Building and the new Maintenance and Operations Building. In addition, there are ongoing modifications to some of these systems tied to the construction of the new Instructional Building on campus. This project is scheduled for completion in summer 2021 and record drawings/model of the utility modifications will be available for use in design of the new Maintenance and Operations Building. In addition, a new telecommunications vault is planned to service the new Maintenance and Operations Building that is being provided via a separate contract. Integration and coordination of this information will be required during design.



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Sanitary Sewer It is anticipated that the existing sewer pipe will need to removed and re-routed to clear the site for the new Maintenance and Operations Building. Sanitary service will be provided by a new 6-inch sanitary sewer pipe from the existing 6-inch sewer. (See Image 3 below). It is anticipated that a new 6-inch sanitary sewer pipe will be constructed from the existing pipe south of parking Lot E to serve the Chapman Newell Instructional Building.

Image 3: Fullerton College - Future Condition Sanitary Sewer System (Psomas, 2017)



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Storm Water Drainage Image 4 shows the Future Condition of the Storm Drain System at Fullerton College.

Figure 4 – Fullerton College Future Condition Storm Drain System (Psomas, 2017)

Domestic Water System Table 3-1 in Attachment 2D (page 47) indicates new estimated indoor water usage based on the master plan square footages available at the time the study was prepared. The design-builder will need to validate these as part of the design process. It is anticipated that existing water meter services to the former structures at the Newell Chapman site will need to capped and the building served by an existing 16-inch line located to the south of the site. This will also need to be verified during design by the design-builder. See Figure 5 below for anticipated future condition of domestic water system on campus.



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Figure 5 – Fullerton College Future Condition Domestic Water System (Psomas, 2017)

Fire Water System Figure 6 shows the future pipe and node map of the Fullerton College Fire Water System. The design-builder will need to evaluate how best to provide fire water to the Chapman Newell Instructional Building during the design process.

Figure 6 – Fullerton College Future Pipe and Node Map Fire Water System (Psomas, 2017)



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Electrical Figure 7 shows the anticipated Future Condition of Fullerton College’s electrical system. It also shows possible points of service for the Chapman Newell Instructional Building and the new Maintenance and Operations Building. A current feasibility study underway for the campus indicates that the power supply for the campus facilities south of Chapman Ave is not fed from the north side of campus. Therefore, the new Chapman Newell Instructional Building may require independent power connection with Southern California Edison. This will need to be verified during design by the Design-Builder.

Figure 7 – Fullerton College Future Condition Electrical System (Psomas, 2017)



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Telecommunications Figure 8 shows the Future Condition of Fullerton College’s telecommunications system. Possible points of service are shown for the Chapman Newell Instructional Building and the new Maintenance and Operations Building.

Figure 8 – Fullerton College Future Condition Telecommunications System (Psomas, 2017)

Natural Gas

For gas service, a new connection including meter and regulator to the Gas Company’s service line that routes under Chapman Ave will be required for the Chapman Newell Instructional Building. For the new Maintenance and Operations Building, an existing 6-inch line beneath the proposed site footprint will need to be removed. A new connection to the 2-inch gas service which routes just east of the building’s site is the likely new service for the building.



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Figure 9 – Fullerton College Future Condition Natural Gas System (Psomas, 2017)

Cooling and Heating It is anticipated that the new Maintenance and Operations Building cooling will be provided by the Central Plant immediately to the south. Table 8-5 of Attachment 2D contains peak cooling loads calculated as part of the study. The new Maintenance and Operations Building is expected to have a peak cooling load of 56 tons. It is anticipated that stand-alone heating will be provided to the building. The design-build team will need to evaluate this in greater detail during design. Because of its location south of East Chapman Avenue, the Chapman Newell Instructional Building will most likely require stand-alone cooling and heating. In their study, Psomas recommends considering a new chilled water line be extended from a future South Campus Central Plant to be constructed as part of the proposed Performing and Arts Center to the building. Since this project will not be completed before the Chapman Newell Instructional Building is occupied, this is not currently a viable option. The design-builder will be required to use Attachment 2C – Division 23 specifications for the basis of HVAC design and construction.



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Topographic Site Survey A topographic survey of the Chapman Newell Instructional Building project site has been completed and is available as Attachment 2E. A topographic survey of the new Maintenance and Operations Building site is available as Attachment 2F.

Geotechnical Reports A geotechnical engineering report has been prepared by Geo-Advantec, Inc. dated November 9, 2018 (Attachment 2G) for the Chapman Newell Instructional Building site. The soil encountered in their exploratory work was predominantly silty sand in the upper 5 feet below the ground surface (bgs), except for a layer of clayey sand encountered in Boring B-4. The sand layer was underlain by a thick layer of fat clays (Boring B-1) and lean clays (Borings B-2 and B-3) to about 25 feet bgs. Alternating about 5-feet layers of silty sands and lean clays continued from about 25 to 40 feet bgs, followed by well-graded sands down to the maximum depth explored (51.5 feet bgs). Historically highest groundwater depth is noted to be at approximately 45 feet bgs. Groundwater was not encountered to a maximum depth of 51.5 feet bgs during their field investigation. Based on their evaluation of subsurface conditions, seismic considerations, and project location, direct surface fault rupture and liquefaction potential are considered low. They recommend the use of conventional shallow footings on over-excavated and re-compacted site soils for building foundation design with light bearing pressures to control settlement. Specific details and recommendations can be accessed in the report. A geotechnical engineering report has been prepared by Geotechnical Solutions dated January 6, 2021 for the new Maintenance and Operations building site (Attachment 2H). Based on their evaluation of subsurface conditions, seismic considerations and project location, the proposed building is not located within a potential liquefaction zone and the possibility of liquefaction is considered unlikely. The site is underlain by natural alluvial soils. Use of either conventional continuous and/or spread footings on over-excavated and re-compacted site soils, designed for relatively light bearing pressures to control settlement, is recommended to provide adequate foundation support for the proposed structure. Ground water was not encountered to a depth of 51.5 feet during the geotechnical investigation. A percolation study report prepared by Geotechnical Solutions dated January 6, 2021 is also available (Attachment 2I) for use in evaluating potential storm water management designs.

Storm Water Management Ninyo and Moore prepared a Storm Water Management Program for North Orange County Community College District in September 2015. Salient elements of the plan that apply to construction site storm water runoff control for this project are noted below. General surface drainage patterns are shown in Figure DC-4 below. The goal as defined by the EPA’s Municipal Separate Storm Sewer System (MS4) permit process is to prevent sediment and construction waste at construction sites from entering the storm water conveyance system.



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Construction Contract Specifications The project construction sites are expected to be less than 1 acre. Fullerton College currently operates under the City of Fullerton General Discharge Permit. The design-build contract includes storm water-specific contract language and maintains strict design standards for new construction that requires contractors to subscribe to green buildings and sustainable design standards like those set forth in the LEED certification process. Contracts include language regarding waste materials, non-storm water discharges, illegal dumping, spill containment, erosion and sediment controls, and Best Management Practices (BMP). Construction Plan Review The District will review storm water controls and design from the design-build team submittal prior to its submittal to the approving agency for final approval. The District will implement a plan review and pre-design meeting with the design-build team to discuss storm water issues. Plans will be reviewed for post-construction considerations, erosion and sediment control feasibility, and other storm water considerations. Construction Site Inspections The District will track construction site inspections conducted by the design-build team. Elements to be tracked as part of the program include the following:

• site name

• site owner, contract information

• site acreage • Risk Level if site acreage exceeds 1 acre and is not exempt from submitting a SWPPP to

the SWRCB • Qualified SWPPP Developer (QSD) and Qualified SWPPP Practitioner (QSP) if site acreage

exceeds 1 acre and is not exempt from submitting a SWPPP to the SWRCB

• Notice of Intent (NOI) filing date and WDID#

• Inspection log by QSP and within SWPPP if greater than 1 acre and not exempt.

• Change of Information (COI) submittals

• Notice of Termination (NOT) filing date

Maintenance Employee Training for Post-Construction Storm Water Management The design-build entity will be required to provide training for maintenance employees for the recognition of post- construction structural and non-structural BMPs for storm water quality and quantity management.



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Figure 10: Fullerton College Drainage Flow Directions



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California Environmental Quality Act (CEQA) Requirements A final Environmental Impact Report (EIR) for the Fullerton College Facilities Master Plan Program was prepared by Dudek in December 2017 and adopted by the District Board of Trustees on December 12, 2017. Aesthetics The new Chapman Newell Instructional Building will be surrounded by single-family residences to the west and south and will abut a low-profile, single-story church to the east. Existing residences are primarily single-story structures on small lots, and given the proposed scale and footprint of the new building, the development may be visually incompatible with small, low-profile structures in the immediate surrounding area that display architectural features of the Craftsman style (in particular, the California Bungalow). Because design plans have not yet been developed, the Chapman–Newell Instructional Building may lack the scale and features of surrounding residential development. As such, development of the Chapman–Newell Instructional Building may result in potentially significant aesthetic impacts to the adjacent East Townsite Historic District. Mitigation Measure Culture 2 (MM-CUL-2) will require the Chapman–Newell Instructional Building construction and design plan conformity with The Secretary of the Interior’s Standards for the Treatment of Historic Properties and review of plans by a qualified architectural historian. Adherence to the Secretary of the Interior’s Standards for the Treatment of Historic Properties would ensure that the architectural style and features of existing Fullerton College campus buildings and the nearby historic district are considered in construction and design plans and resulting visual contrasts are minimized. The project plan/schematic design review shall be completed by a qualified architectural historian or historic preservation specialist who meets the Secretary of the Interior’s Professional Qualification Standards for Architectural History. Upon review, the qualified specialist may recommend changes/revisions to project plans in order to obtain conformance with the Standards for Rehabilitation. It is the responsibility of the Design-Builder to evaluate these recommendations and in concert with the College decide whether to implement them. Archaeological Resources The District will provide an archaeological consultant in the event that archaeological resources (sites, features, or artifacts) are exposed during construction activities for the proposed project, all construction work occurring within 100 feet of the find shall immediately stop until a qualified archaeologist, meeting the Secretary of the Interior’s Professional Qualification Standards, can evaluate the significance of the find and determine whether additional study is warranted. Depending on the significance of the find under the California Environmental Quality Act (CEQA), the archaeologist may simply record the find and allow work to continue. If the discovery proves significant under CEQA, additional work, such as preparation of an archaeological treatment plan, testing, or data recovery, may be warranted.



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Paleontological Resources The District will provide a paleontological consultant for the proposed project. This consultant will be a qualified paleontologist, as defined by the Society of Vertebrate Paleontology’s 2010 Standard Procedures for the Assessment and Mitigation of Adverse Impacts to Paleontological Resources, and will attend the pre-construction meeting to consult with the grading and excavation contractors concerning excavation schedules, paleontological field techniques, and safety issues. A paleontological monitor, as defined by the 2010 SVP Guidelines, will be on site on a full-time basis during the original cutting of previously undisturbed La Habra Formation, which crops out north of North Berkeley Avenue. In addition, any excavations south of North Berkeley Avenue, which is underlain by Quaternary alluvium, shall be spot-checked below a depth of 5 feet below the ground surface (or 5 feet below the depth of documented fill) to determine if older, more paleontologically sensitive sediments are being impacted. These spot checks shall occur when excavations are in different areas of the campus (i.e., one spot check is sufficient for adjacent buildings). If the paleontologist determines that older, more paleontologically sensitive sediments are being impacted, full- time paleontological monitoring shall commence. Once 50% of the excavation into native soils has been completed, and no fossils have been discovered, monitoring may be reduced or suspended altogether, at the paleontologist’s discretion (per the 2010 SVP Guidelines). Geological units with a low potential for yielding paleontological resources, including Holocene age alluvium and previously disturbed deposits, would not require monitoring. A paleontological monitor is defined as an individual who has experience in the collection and salvage of fossil materials. The paleontological monitor should work under the direction of a qualified paleontologist. If any subsurface fossils are found by construction personnel, activity in the immediate area should be suspended and the fossils left in place untouched until a qualified paleontologist can evaluate the significance of the find. A qualified paleontologist (or paleontological monitor) should recover them. Construction activities in the immediate vicinity of the find shall be immediately redirected away from the vicinity of the discovery to allow room for the recovery of resources as necessary. In most cases, this fossil salvage can be completed within a short period. However, some fossil specimens (such as a complete large mammal skeleton) may require an extended salvage period. In these instances, the paleontologist (or paleontological monitor) should be allowed to temporarily direct, divert, or halt grading to allow recovery of fossil remains in a timely manner. Because of the potential for the recovering of small fossil remains, such as isolated mammal teeth, it may be necessary to set up a screen-washing operation on the site or collect sediment samples to be screened off site if it is not possible to do so on site. Fossil remains collected during monitoring and salvage should be cleaned, repaired, sorted, and catalogued. Noise Mitigation Prior to initiation of construction, the North Orange County Community College District shall approve a construction noise mitigation program to be developed and submitted by the design-build contractor to address the following:



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• Construction equipment shall be properly outfitted and maintained with feasible noise-reduction devices to minimize construction-generated noise.

• Stationary noise sources such as generators shall be located away from noise- sensitive land uses if feasible.

• Laydown and construction vehicle staging areas shall be located away from noise-

sensitive land uses if feasible.

• Whenever possible, academic, administrative, and residential areas that will be subject

to construction noise shall be informed before the start of each construction project.

• All construction projects pursuant to the proposed project shall be required to

implement the above measures for control of construction noise.

Guidelines for the Design of Telecommunication Infrastructure The design, implementation, and support of the telecommunications network for Fullerton College is a cooperative effort of District Information Services (IS) and the Academic Computing Technologies (ACT) department at Fullerton College. District Information Services represents the telecommunications interests of the District as a whole and is responsible for developing and maintaining telecom standards throughout the campuses, ensuring that all affected parties

are represented in the process. Fullerton College ACT is responsible for the operation of the

Fullerton campus network.

Attachment 2J contains the current Cabling Infrastructure Standards for North Orange County Community College District dated January 27, 2021. IT cabling and termination will be the responsibility of the design-builder for the Chapman Newell Instructional Building and new Maintenance and Operations Building. The design-build team will ensure that District IS and Campus ACT representatives are involved in the entire design process, including review of all drawings during the design phases as shown in the following table.

Design Phase Telecommunication Infrastructure

Considerations

Schematic Design - These are the initial planning documents and design drawings which assist departments in the early stage of the project.

Building dimensions as related to placement of Information Technology rooms, cabling distances and riser pathways.

Schematic design submittal.

Design Development – As the architectural

design process progresses, overlays are developed to show the various structures and systems planned for the building.

Per room outlet placement requirements,

horizontal cable pathways.

30% and 50% submittal, including project specifications.



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DSA Review Set – These documents depict the final design before DSA Submittal.

Detailed drawings and specifications for all outlets, pathways and Information Technology Room designs; cabling terminations, workmanship and testing.

DSA Submittal Set

DSA Approved Set DSA Approved and Stamped Drawing Set

“Record Document” Drawings – These drawings and documents represent the project as constructed and installed (“as-built”) and are deliverable prior to final inspection of the project.

Actual cabling as installed, drawings with cable numbers/labels, test results.

Closeout documents.

The following Scope of Work Matrix identifies the five areas of telecommunication construction for each project: Telephone, Computer Network, Broadband Television, Security Surveillance,

and Security Access systems. It defines specific tasks that must be completed and who is responsible for each task – the District or the Design-Build Contractor. This document is intended to clearly define, for the team, the roles and responsibilities for the Telecommunications portion of the project.

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Item or Material District Purchased

District Installed

Contractor Purchased

Contractor Installed

Notes

Telephone System (VoIP) 1

Site conduits and boxes (coordinate with site) X X

Interior raceways and boxes (coordinate with site) X X

Copper cables (coordinate with site) X X

Termination boxes and terminals (coordinate with site) X X

Modular jacks and plates (coordinate with site) X X

Cable testing and reports (coordinate with site) X X

Telephones X X

Telephone cords X X

Programming X X

Account setup, voicemails, etc. X X

Final As-built drawings and documentation X X

Computer Network Wiring

Site conduits and boxes X X

Interior raceways, cable trays and boxes X X

Fiber optic cable tube cells X X

Fiber optic cables X X

Copper backbone cables X X

Copper station cables X X

Fiber patch panels X X

Cat 6A patch panels X X

Jacks and faceplates X X

BDF/IDF (racks, backboards, AC, wiring, etc.) Per specifications.

X X

Cable testing and reports (both copper & fiber) X X

Active electronics including network switches X X

Programming and network implementation X X


ATTACHMENT 2: FULLERTON COLLEGE – CHAPMAN NEWELL INSTRUCTIONAL BUILDING AND NEW MAINTENANCE AND OPERATIONS BUILDING DESIGN-BUILD

RFP DESIGN CRITERIA

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District Installed



Notes

Broadband Television System


Interior raceways, cable trays, and boxes X X


Single mode fiber optic cables X X

Coax cables X X

Splitters, directional couplers at new building X X

Line extender amplifier at new building X X

Fiber optic transceivers, terminations X X

Connection to head end X 5

Testing and reports X X

Final as-built drawings and documentation X X

CCTV Surveillance System




Fiber optic cables from new building to MDF X X

Category 6A cables with PoE for new building X X

Power testing and reports X X


Camera low voltage power supplies X X

Head-end recorders, switchers, monitors & controls X X

Cameras X X

Camera brackets X X


Security & Access




Fiber optic cables X X

New building interior wiring (Cat 6A, AWG) per specifications X X 6

ATTACHMENT 2: FULLERTON COLLEGE – CHAPMAN NEWELL INSTRUCTIONAL BUILDING AND NEW MAINTENANCE AND OPERATIONS BUILDING DESIGN-BUILD

RFP DESIGN CRITERIA

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District Installed



Notes


Headend equipment and software at MDF/BDF as needed. X X

Electric door hardware X X 2,3,4

Card readers X X 3,4

Door switches X X 3,4

BDF/IDF electronic control enclosures/ logic boards X X

Connection to head-end, programming, implementation X X

Final As-built drawings and documentation* X X

Note 1 The Fullerton campus is on Voice over Internet Protocol (VoIP) for its phone system. The Architects/ Engineers are to design the system to meet those specifications/requirements as defined in the District Telecommunication Infrastructure Technical Standards for that type - see section 1.02 of the standards for clarification of cabling needs. VoIP telephones will use the data cabling system and thus will not require separate horizontal telephone cables and outlets. All telephone system jacks should be red and labeled appropriately. All data cables should be blue and labeled appropriately.

Note 2 Will initially be key operated until access control headend connectivity is completed.

Note 3 Will not be operational until head-end is connected. Note 4 Hardware type, location and installation to be coordinated with campus/security vendor. The contractor MUST work with the

campus/security vendor PRIOR to installation in order to procure input to ensure that the installed system will work as expected. Note 5 The video contractor must work together with District IT Group in establishing connections to the existing campus backbone cable

systems. A District IT Group representative must be present when the contractor makes the connection to the head-end. Note 6 These items will be coordinated with the Security Contractor by the campus.

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Audio/Visual Standards The Design-Builder will need to have an Audio/Visual consultant as part of their team to coordinate with Fullerton College staff on selection and installation of audio/visual equipment. Fullerton College has standards for some commonly used equipment, (e.g. projectors, document cameras, DVD/Blu-Ray players). Communication and coordination with Fullerton College Academic Computing Technologies (ACT) will be required to define these. For equipment without a current standard, Fullerton College will need to approve the equipment as part of the design process.

Specific Fullerton College ACT standards are defined below.

• Provide the following adjacent to each instructor’s station in classrooms or at each rack location in conference rooms: pathway to ceiling or wall for projector or monitor location, (1) data for VOIP phone, (1) data for computer, (1) data for laptop, (2) data for

Extron device

• Provide duplex 120 VAC receptacle adjacent to instructor’s station. If instructor’s station

is not immediately adjacent to a wall and data and power cannot be provided from the wall without creating a trip hazard that must be mitigated, a floor box for both data and power should be provided at the instructor’s station location. Same applies for

computer desks. Floor box should provide sufficient power and data for the planned computer stations supplied by each box.

• Refer to District Interior Design Guidelines and/or furniture standards for office power and data recommendations.

• All projectors should be post-mounted from the ceiling in each classroom or large

conference room location.

• Classroom projector screens are manual unless identified as “special use” (i.e. large conference room, theater, etc.).

• Power and data at conference room monitor locations should be provided such that the

monitor conceals the receptacle.

• Floor boxes for power and data should be provided beneath conference room tables.

• All classrooms and conference rooms receive VOIP phones.

The table below indicates the responsibility for audio visual equipment for instructional classrooms and large conference rooms.


District Installed



Audio Visual Equipment

Projector X X

Projector Mount (Ceiling or Wall) X X

Projector Screen X X

Projector Screen Mounting Brackets X X

Instructor Demonstration Station X X



April 26, 2021 26


District Installed



Speakers X X

Computer X X

Document Camera X X

Blu Ray/DVD Player X X

Extron Equipment X X

Security Standards

The design-build contractor will be responsible for design and installation of security access control and other security requirements. An overview of the requirements for security standards can be found in Attachment 2K – Fullerton College Security Electronics Systems Access Control Alarm Monitoring and Video Surveillance Systems Refresh 2021 prepared by Guidepost Solutions dated March 11, 2021. In addition, Fullerton College will require use of Specification Section 28 100 – Access Control and Alarm Monitoring System (Attachment 2L) and Specification Section 28 2000 -Video Surveillance System (Attachment 2M).

Furniture, Fixtures and Equipment (FF&E) The NOCCCD Interior Space Design Guidelines dated December 15, 2018 (Attachment 2B) contain typical FF&E layouts for offices, conference spaces, and instructional classrooms. No specific vendors have been identified for furniture, fixtures and equipment at this time. Group 1 FF&E will be included in the design-build contract scope. Group 2 FF&E will be defined during the design process and coordinated with the design-builder. Fullerton College may retain a third-party FF&E manager to assist in the process for this project.

attachment 2 fullerton college chapman newell

Documents