Anaheim City Council
September 23, 2025

Refer to the Minimum Technical Requirements in the Appendices for applicable codes, standards, regulations, and guidelines.

1.1 Site Civil and Exterior Design Criteria

PROJECT SITE
The new Crew Quarters Building (CQB) will be built on the current pavement area on the north side of the site next to South St. Demolition of the existing asphalt (AC) pavement will occur on this northern portion. Dry utilities within the project limit will mostly be demolished, but the existing chain link fence, block wall and gates along the east, west and north edges of the site will be protected in place where possible. New plante r areas will be built along the east, west and south sides of the building. The existing parking lot located on the south side of the site, on Vermont St, will remain in place and a new parking lot will be constructed south of the new building with new planter areas. New striping will also be constructed.

The selected CQB building site straddles the zone b etween the secure EUC Yard and South St. The north edges face South St and the residential apartments, while the south edges adjoin the EUC.

The building is oriented south-north to maintain a buffer from industrial and residential properties adjacent to the complex, to maximize access to the EUC yard, and to maintain pull-through parking along the easter n edge of the site for visitors. The primary building entry opens onto the new parking lot area on the s outh side of the building facing the yard.

SITE DESCRIPTION
The new Crew Quarters Building is sited within the existing Edwards Utility Complex (EUC) at 909 Vermont Avenue, which is bounded by East Vermont Avenue on the south, East South Street on the north, existing industrial properties on the east, and Anaheim Regional Transit Train Tracks on the west. The address for the new CQB is 919 E Vermont Ave, Anaheim, CA 92805.

The EUC will remain operational during the construction of the new Crew Quarters Building. APU Field Crews will continue to occupy and operate out of the existing Field Office Building during construction. The project should maintain access to all ongoing uses of the site during construction. The existing Field Office Building will be repurposed once the new Crew Quarters Building is complete.

PLANNING AND ZONING INFORMATION
EUC is an approximately 17-acre site comprised of four separate property parcels. The new Crew Quarter s Building will be on Parcel 03714233, the largest at 16.52 acres or 719,612 SF. The entire EUC is in th e (I) Industrial Zone. The primary use of the CQB is Office–General and is permitted without a minor conditional use permit because it is an accessory to an industrial use or other primary permitted use (Utilities – Major).

City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)

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The maximum Floor Area Ratio (F.A.R.) for the parcel is .50. This yields a total allowable built area on the parcel of 359,806 SF, well in excess of current use. There are four existing buildings located on the parcel, with a total estimated SF of approximately 58,330 SF. The new Crew Quarters building is estimated to be 25,000 square feet.

Building Setbacks are as follows:

South St (collector street):15 ft
Interior Property Line: 0 ft

SITE IMPROVEMENTS
The site improvement will include installation and implementation of Low Impact Development (LID) with in the redevelopment area that may include installation of a capture and reuse system and linear installation of storm drainage line.

The proposed site development will include the following:
 Demolition / Earthwork
 Building entry should provide easy access to the CQB building parking lot  Path of travel should be provided for a truck tur n and access to the chemical tanks  Access compliant paths of travel per code
 Site Pavement, Curbs, Fence, Gate, and Landscape
 Utilities that include Sanitary Sewer, Storm Drai nage System, Domestic Water and Fire Water line, Electric Power, Communication, and many others.

Civil Design Features include:
 Grading and Drainage
 Walks, stairways, ramps, and other surfaces slope away from buildings.  Typical slope planes for drainage shall meet Code and City of Anaheim requirements.  Slope standards shall provide adequate allowances and tolerances per code in construction in order t o provide the required minimum and maximum slopes.
 The grading that will meet the adjacent existing condition is to remain or provide transition as required per site conditions to maintain access compliance.
 Grading should be provided per the overall site i mprovement plan and with the phases of construction.  Storm drainage is to be designed in such a way th at the existing conditions and the new completed ar ea are being served.

EXTERIOR DESIGN ELEMENTS:
 Maximize the Space Plan and Occupancy Program
 Neutral Colors with Accents
 Use of Sustainable Building Materials
 Regional Climate Friendly Landscaping
 All Electric / No Natural Gas

Offsite improvements shall also include landscaping; sidewalks; ADA ramps; curb and gutters; ribbon gutter; storm drain and associated connection.

GEOTECHNCIAL SERVICES
The DBE shall hire a geotechnical engineer for the project. All geotechnical engineer reports including the geotechnical report by Ninyo & Moore dated November 16, 2020, can be used as a reference document wher e all aspects should be independently validated by the DBE. Coordination meetings with all stakeholders should be conducted during schematic design and will continue with design development to finalize all site infrastructures.

STORM DRAINAGE
Per City of Anaheim Guidelines, the site will be designed for maximum detention of storm water run-off , within the general limits established by the City of Anaheim BMP Design Guidelines. Surface drainage will be used to the maximum extent reasonable.

City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)

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WATER SERVICE
The system shall provide adequate water supply for domestic and fire requirements. The existing connec tions and lines on the site are to be verified in the field. A new domestic water line will be installed. It will be connected from the existing water main line on South Street on the north side of the new building. There is also an existing water line running through the middle of the EUC yard. A new fire water line will also be installed. It will be connected from the existing water main line on South Street on the north side of the new building. The new system shall comply with the Orange County Water District (OCWD) standards and specifications, project demand, code, and regulation. Water supply and distribution designed plans and calculations will be subject to review by the Fire Department, and Agency Having Jurisdiction (AHJ).

SITE UTILITIES
The Edwards Utility Complex contains critical utility infrastructure. These utilities will be protected and remain functional during construction. Any necessary relocation of on-site utilities or planned interruption to existing on-site utilities will continue to be closely coordinated with City Engineers during the next design phases.

SITE ACCESS AND PARKING
The parking lot design features parking stalls, including van accessible space, standard accessible sp aces, and clean air vehicle spaces per code requirements. The DBE should maximize the number of parking spac es on the site and ensure all code requirements are met within the allotted project budget.

Staff and visitors will park in the Staff and Visitor parking lot south of the site, accessed from Vermont Avenue.

The parking lot has an existing access control gate that is left open during normal business hours. Some staff will also park at the new parking lot to the north of the visitor parking.

Pedestrian access from the new CQB to the rest of the EUC site is possible through access control gates located on the west side of the staff and visitor parking lot. During construction, safe and secure access to all facilities should be maintained.

EV CHARGING STATION
 Provide and install DC Fast Charger (DCFC) and Le vel II and EV chargers per code requirements.  Conduits shall be installed so that dual chargers may be installed in the remaining parking spaces.  All EV chargers shall be wired to a sub-panel wit h a utility-provided sub-meter to facilitate data collection.

ACCESSIBILITY PARKING
 Parking for visitors and a van accessible parking space for persons with disabilities will be provided and must conform to current Americans with Disabilities Act (ADA) requirements.  Handicap Path of Travel signage will be compliant with all applicable ADA.  Buildings and restrooms will be compliant with al l applicable ADA requirements.  Accessible parking must be the shortest possible route to the accessible entrance of the CQB Facilit y.  Accessible parking must be clearly marked with a sign displaying the International Symbol of Accessi bility, will meet the city code and requirements.
 A handicap accessible ramp with detectable warnin g surface will be provided if necessary.

TRAFFIC CONTROL
DBE will furnish and install all necessary temporary traffic control as needed during construction and shall comply with Public Works Department requirements for the restoration of streets, sidewalks, curbs, and gutters.

OFFSITE IMPROVEMENTS
The DBE is responsible for the site development which shall include all necessary offsite improvements including installation of electrical concrete pads, vaults, and conduit from the POC to the onsite tra nsformer.

The DBE to set up temporary construction and the electrical power supply, see the City of Anaheim webs ite for additional information. Primary wiring and the transformer are by APU. Coordination with APU is th e responsibility of the DBE. All curbs and handicap ramps as well as necessary curb cuts for driveways, modification of curb ramp, sidewalk and paving repairs, street re-striping, and utility connections and all other work as necessary to provide a complete project. Th e DBE shall retain a geotechnical engineer of recor d to provide all required recommendations/findings neces sary for the final design of the CQB.

City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)

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WATER QUALITY MANAGEMENT
The Design-Build Entity shall design and produce a site-specific appropriate Water Quality Management Plan in accordance with the local City of Anaheim, State DAMP, and governing RWQCB requirements.

EXTERIOR LIGHTING
 All exterior site lighting shall be LED with phot o sensors.  Exterior lighting in the parking lots and exterio r of the building will be installed with photo sensors for automatic dusk-to-dawn operation, with the ability to override with central lighting controls.  All lighting equipment will be commercial grade L ED fixtures, energy efficient, and low maintenance.  Lighting equipment on or near the ground will not interfere with yard maintenance and will be NEMA 4 water- resistant.
 Lighting will be provided for safety and security for all parking areas.  A central controller with manual override will be provided for all lighting.  Adequate illumination will be provided for CQB id entification sign(s).

GATES, FENCES, AND SITE WALLS
 All block site walls shall have horizontal and ve rtical steel and be solidly grouted as required by structural engineer's design.
 DBE shall be responsible for obtaining required r ight-of-entry on behalf of the City for any work on adjacent private properties and coordinating work with adjacent property owners.  All finishes will be designed for durability and longevity.  Access to the property from South Street for deli veries must be considered.  All exterior trash and exterior on ground equipme nt shall be appropriately enclosed with screen walls and gates, and accessible from outside the security fence.

EXTERIOR EQUIPMENT
 Heating, ventilation, and air conditioning (HVAC) equipment shall be outside the facility and roof mounted where possible. Location of HVAC roof equipment sha ll be designed to minimize noise infiltration into the occupied area of the facility.
 Common area HVAC equipment shall be equipped with automated economizers to allow for free-cooling mo de.  All split HVAC equipment exposed piping shall be metallic aluminum jacket cladding and fittings.  HVAC equipment shall be made accessible for repai rs and maintenance.

TRASH
 A trash bin enclosure shall be provided. It shall be enclosed on three sides and be provided with a double (bi- parting) heavy-duty metal gate. The enclosure will be coordinated with the local trash service provider. A man door should be provided for accessibility.

EXTEIOR SIGNAGE
 The DBE shall provide all code required signage.
 The DBE shall provide all necessary blocking for all signage and FF&E.  The City shall provide a Memorial Bronze City Int erior sign. DBE shall install the City- furnished sign and all necessary blocking/backing.
 The DBE shall provide a building sign and buildin g identification address numbers.

1.2 Landscape Design Criteria

GENERAL
Landscaping will visually enhance the CQB within the surrounding neighborhood and incorporate drought tolerant landscaping and irrigation.

PLANTING
 Fifty percent of trees provided shall be at least 24” box trees.  Trees shall be placed, and low water use species chosen to minimize leaf drop onto concrete drives a nd parking areas.
 Non-deciduous trees shall be provided where trees overhang concrete areas such as driveways.

City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)

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 Linear root barriers shall be placed along hardsc ape edges where trees are closer than six feet to p avement.  All trees planted in turf shall have tree trunk p rotectors installed.  All trees 15 gallon or less shall be double wood staked, using vinyl tree ties.  Any trees larger than 24" box size shall be guyed . Guy wires shall be encased in white plastic tubing from finish grade to the tree trunk.
 Backfill for all trees and shrubs shall be treate d with mycorrhizal fungus supplement per manufactur er’s instruction.
 All tree pits shall be provided with a 12" diamet er, sand-filled drainage sump which extends 6' below the bottom of the tree pit.

OUTDOOR SPACE AND COURTYARD FEATURES
 CA Native/Friendly Landscaping
 Seating Areas/Options
 Overflow from the Auditorium to Outdoor
 Shaded where possible
 Capture Rain
 Obscure the EUC from New North Residents
 Outdoor drought tolerant garden exhibit featuring bio swale, permeable pavers, irrigation strategies and other watershed landscaping and runoff remediation displa ys.  Maximize outdoor courtyard space ensuring it is p eaceful and enjoyable for building staff

IRRIGATION SYSTEM
 All landscaped areas shall have an automatic cont rolled irrigation system.  Irrigation systems shall be designed to be water efficient.  A weather-based irrigation controller shall be lo cated outside, within the secured area.  All piping, both main and lateral lines, shall be sleeved where they pass under concrete or paved su rfaces.  Drip emitters shall be used to the minimum extent possible.  No irrigation heads shall remain above grade when the system is off. There shall be no over-spraying onto paved areas or buildings.
 Garden hose bibs will be provided at a minimum on all four sides of the building. Two hose bibs will be needed on the roof for maintenance of PV and other HVAC.

1.3 Architecture and Interior Design Criteria

PROGRAM SUMMARY
Overall, the building program has four distinct types of space:

Private Offices
Open Office Alcoves
Crew Assembly Areas
Shared Common Spaces

See the Building Program section of the BOD for spa ce program tabulation represents the assigned net square feet (NSF) for each space program area, generated in col laboration with Stakeholders through the concept phase. The DBE should validate the estimated NSF during the sc hematic design phase to determine program adjacenci es and workflow. Wherever possible, the organization is based on planning concepts that allow for flexibility and equality of space. A rigorous building systems approach facilitates the economy of structural and building systems .

PROGRAM ORGANIZATION
The main southern entry to the CQB faces the EUC yard and new parking lot and hosts the public-facing parts of the building: the lobby and reception area, restrooms, the Assembly Room, and the front office. This posit ioning allows for ease of access by vendors, contractors, and offsite City employees attending training sessions and other events.

Further into the building are the essential facilities shared by crews coming in and out and those wor king in internal offices: the women’s and men’s locker rooms, and the break room.

The CQB will house the Water division, including office space for the Water Production and Water T&D S upervisors.

The Electrical division which will include the Substation Test Tech, Substation Electricians, Inspection, Meter City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)

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Reading and Electrical T&D offices. There will be offices for Environmental and Warehouse staff.

Departmental offices can be divided by moveable partitions that provide acoustic and visual separation between Crew Assembly Areas and Supervisor Open Offices whe n closed. When open, the spaces combine into a single collaborative area for shared training sessions and full group meetings.

BUILDING CONSTRUCTION
The building utilizes durable commercial construction materials and methods using Type II-B non-rated construction.

The building preference is to be two stories per the Building Program and Adjacency Diagram provided i n the RFP.

The DBE should provide floor to floor heights needed per code and from input from the City of Anaheim. A higher floor-to-ceiling height may be necessary to accommodate machinery and better viewing angles in the Ass embly room.

EXTERIOR MATERIALS
Materials for the building’s facades include integral color cement plaster and aluminum-framed storefront with clear anodized finish. Roofing is a single-ply membrane. Mechanical units sit on isolator pads located on the roof.

INTERIOR MATERIALS
Interior finishes should be selected for their durability, cleanability, and maintenance. Interior materials include sealed and polished structural concrete slabs for the floor throughout, with carpet tiles in offices and assembly spaces. Restrooms, showers, and lockers rooms are floored with ceramic tiles. Ceilings are mostly exposed, with acoustical panels or blankets; single and shared offices have acoustic ceiling tiles.

INTERIOR DESIGN ELEMENTS
 Accent Lighting
 Audio and Video for the Auditorium / Assembly are a
 Cubicles and Offices to Have a Spacious Feel
 Natural Lighting Wherever Possible
 Front Reception / Administration / Restrooms

WINDOWS AND NATURAL LIGHT
 The office design will take advantage of natural day lighting and passive heating/cooling strategies . Lighting and controls will consider that conference rooms may require dimming and shade controls.  Natural daylighting is preferred and should be co nsidered by the DBE.  Large expanses of glazing should be designed to m aximize natural daylight while minimizing heat gain . Roof penetration sizes should be minimized, and all roof equipment and indirect lighting element penetratio ns should include elevated curbs. All windows shall be energy efficient.

DOOR HARDWARE
 All door hardware shall be coordinated with the C ity of Anaheim and the security needs of the project. Hardware shall be Commercial grade and easily rekeyable

ROOFING SYSTEMS
 Roofing systems manufacturer shall issue a Total Roofing System Warranty.  Flat roofs shall have an Energy Code compliant me mbrane roofing system with a 20-year No Dollar Limit (NDL) warranty on material and 5-year on labor. City may approve other sloping roof systems, such as standin g seam metal roofs in limited circumstances and areas.
 Other roof types may be considered and will be ap proved prior to incorporating into the design.  Comply with all requirements of NRCA Roofing and Waterproofing Manual Include an I90 uplift requirem ent.  Take every precaution to guarantee a quality inst allation. Work closely with the roof manufacturer to develop details for flashing around roof penetrations, equipment pads, roof curbs, roof drains and parapets, if any to ensure the warranty will not be voided during construction.  Warrantees shall include all costs of additional inspections during the warranty period.  Roof top hose bibs for periodic maintenance to wa sh any skylights, clean HVAC units, and to wash out gutters and scuppers will be provided.
 All roof drains will be provided with water diffu sers & splash blocks at the downspout unless connec ted or immediately directed into underground storm water piping/drainage system.

City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)

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1.4 Acoustical

ACOUSTICS
The DBE shall retain an acoustic consultant to advise the team on the proper design standards for simi lar buildings and Title 24 requirements as they apply to buildings of this type. The DBE shall have a consultant provide a report to support the design.

ACOUSTICAL PANELING
Additional acoustical wall paneling is mounted in the main Assembly Room. The wall material is painted gypsum board. Interior glazing and borrowed lights are provided at private offices and conference rooms to ma intain openness and communication. Windows are provided wi th interior roll down manual shades for glare and privacy.

Note that code-required wayfinding and room signage is a design-build item and is included in the SD Cost Estimate.

1.5 Structural Design Criteria
 DBE shall hire a geotechnical engineer to evaluat e the site and provide independent recommendations.  DBE shall have a licensed Structural Engineer des ign a building to meet all code requirements.  All structural members shall be designed by a Str uctural Engineer and in compliance with the California Building Code.
 Design Loads and Material Outline Specifications to be calculated and designed by a licensed Structural Engineer.
 The conference rooms and general-purpose areas sh all be clear span and have no interior columns.

1.6 Mechanical Systems
 All HVAC systems to include smart thermostats tha t are wifi-enabled and tied to the BAS.  All HVAC systems to include low ambient control s ystems for cooling modes.  All spaces within the CQB shall have either condi tioned ventilated air, ventilation only, or exhaust ed air with economizer units as available.
 Common area HVAC equipment shall be equipped with automated economizers to allow for free-cooling mo de.  All split HVAC equipment exposed piping shall be metallic aluminum jacket cladding and fittings.  Data Communication HVAC equipment shall be low am bient control system.  Air conditioning shall be provided by all-electri c, high-efficiency systems.  The alternative system may be split heat pumps us ing indoor fan coils and remote condensing units located away from quiet spaces such as offices.
 High efficiency thermal insulation shall be insta lled to ASTM and California Mechanical Code standar ds and design shall minimize any insulation lining in the air stream.  Location of outdoor condensing units shall be sou nd sensitive to site requirements. If located on th e roof it shall be screened.
 Data Communication HVAC equipment shall contain a low ambient control system.

1.7 Plumbing Systems
 The DBE shall coordination and connect to the san itary sewer and Domestic Water service.  DBE is responsible for all connections to existin g utilities.  Include code-compliant high efficiency fixtures i ncluding a wall-mounted ADA compliant lavatory with wet trap/trap premiered floor drain in all restrooms and locker rooms.

PLUMBING SITE WORK
 The DBE shall be responsible for determining maxi mum and minimum pressure and flow in sizing the pro posed domestic and fire flow systems for the project. Any water systems serving the surrounding areas impact ed with project construction shall be relocated if required to ensure adjacent buildings maintain service duri ng and after construction.
 Provide a reduced pressure principal backflow pre venters for domestic and landscape water.

WATER HEATER SYSTEM(S)
 All hot water pipes shall be insulated for energy conservation.  Access to and around the heater shall be a minimu m of 12” or more as required to allow for maintenan ce and City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)

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repairs.
 Runoff from water heater leaks shall be contained and drained to the exterior or a code approved plu mbing drain.
 Water heater systems will be all-electric.

ROOF DRAINS
 Roof drains for flat roofs will be hidden within wall cavities and tied directly underground into th e storm drain system.
 Flat roof drain and overflow component strainers shall be metallic.  Overflow drains will be hidden within wall caviti es and deposited per code onto hardscape in a visible location.  Pitched roofs will be drained to an exposed gutte r and downspout system. Downspouts will be tied int o the underground storm drain system. Down spouts shall be metallic in composition.

1.8 Electrical and Low Voltage

GENERAL SCOPE OF ELECTRICAL WORK
 The electrical design shall conform to California Energy Commission Energy Efficiency Standards for nonresidential buildings. In strict adherence to National Electrical Code NFPA 70.  The electrical design shall accommodate connectio n to APU’s fiber optics system at POC off-site connectivity to the City’s phone, Internet/Intranet, security monitoring, and data systems with UPS backup.  Include all conduit, boxes, wiring, and cover pla tes for cable, telephone, and Category 6 data.  Provide all necessary connections for exhibit equ ipment and necessary communications Category 6 wiri ng.  Data and low Voltage requirements shall meet the City of Anaheim city standards.

EMERGENCY SYSTEMS
 The site battery energy storage system shall be d esigned to provide extended 8-hour backup power to security, network, fans, and lighting systems. This system will be tied to the PV generation aray.4  There should be a generator connection point that will allow the city to connect one of their own portable generators to supplement electricity for the building in case of an extended outage. All required ATS installations now need to be installed by the DBE.

SPECIAL POWER REQUIREMENTS
 Provide a dedicated circuit for the fire alarm pa nel in the Communications Room.  Provide plaster rings for all telephone, data, an d cable TV outlets mounted per code with conduit stubbed above the ceiling in an accessible area.
 Provide single gang mud rings for all telephone b oxes mounted per code (so that the device is supported by the box) with conduit stubbed above the ceiling in an accessible area.  Provide single gang mud rings for all station ale rting, public address, and volume control (attenuat or) devices with conduit stubbed above the ceiling in an access ible area.  Provide single gang deep boxes per fire alarm con tractor's specifications for all fire alarm devices.  Provide NEMA 4 rated electrical convenience singl e gang receptacle accessible to all HVAC RTU for serviceability.
 The DBE will provide a fully functional security system tied into the electronic access system. Security cameras shall be used in such a way as to provide general coverage of the entire building and site. The system shall have a recording system that backs up to a cloud. The system shall also be able to be monitored remotely.

LIGHTING CONTROLS
 Occupancy sensors with manual override to be in o ffices and public areas.  The lighting shall meet the international lightin g standards (IECEE).

TEMPERATURE CONTROLS
 The temperature control should be tied to the bui lding automation system (BAS).

REQUIREMENTS OF REGULATORY AGENCIES
 Codes and Ordinances: Work shall meet the code re quirements of the following:
 Underwriters' Laboratories, Inc. (UL).
 Materials shall bear the Underwriters' Laboratori es, Inc. (UL) label or be listed for use by UL as a recognized City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)

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component.
 National Fire Protection Association (NFPA).
 Occupational Safety and Health Administration (OS HA).  California Building Code (CBC).
 Anaheim Fire & Rescue.
 Electric and Magnetic Field Standards.
 Anaheim Public Utilities for electric and water s ervice connection requirements.  Anaheim Public Works for sewer, storm drain, traf fic, off-site, and related requirements.

STANDARDS
 Insulated Cable Engineers Association (ICEA).
 Institute of Electrical and Electronics Engineers (IEEE).  National Electrical Manufacturers Association (NE MA).  American National Standards Institute (ANSI).
 National Bureau of Standards (NBS).
 Certified Ballast Manufacturers (CBM).
 National Electrical Testing Association (NETA). B uilding Industry Consultants, Service  International (BICSI) or Telecommunications Indus try Association (TIA) for low voltage wiring standards.

1.9 Security and Communications Systems

SECURITY SYSTMES
 The DBE shall furnish and install the Security Sy stem aligned with the City of Anaheim that will protect the building from vandalism and trespassing. Anti-graffiti coatings and strategies are imperative to the success of the facility.
 The electrical panel shall be designed to enable connection to a mobile generator for extended outag es.  Exterior LED lighting shall be mounted to illumin ate the site for security purposes.  The lighting fixtures shall be mounted and shield ed to prevent illumination of areas outside the lot lines, street frontage, and associated landscape areas.
 Where Underwriters' Laboratories, Inc. have estab lished standards for such materials, use only mater ials bearing the UL label.

COMMUNICATIONS
 Communications - Phone, Cat 6.
 Incoming services required to be determined by El ectrical Engineer.  Provide a communications room to enclose CAD Aler ting, Station Phone Systems and Data Wiring.

1.10 IT and AV Systems

IT AND AV SYSTEMS
 The Information Technology features will include a connection to APU’s fiber optics network for remote monitoring of alarms and security cameras, as well as City Internet/Intranet access, secure wifi throughout the CQB, and access to the City’s phone network.
 Backbone wiring for all AV, communications, and d ata to be provided the DBE.  Installation in the IT / AV / data room shall hav e fire resistant mounting boards, data racks and cable trays as required by code and APU requirements.
 Add (2) 4” conduits from EUC/MDF to the CQB for f iber. Coordinate final design elements with COA.

TECHNOLOGY OVERVIEW
The information presented in this report describes the technology systems and associated building infr astructure required to support the planned building uses and the activities of the building occupants. The technology scope and basic capabilities outlined are intended to serve as a basis for the planning, design, and implementat ion of the systems described. Elements of technology deployed will be funded and procured as part of the building capital construction. The following summarizes the various technology systems and infrastructure elements addr essed within this report and the anticipated category of procurement and implementation.

City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)

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AV SYSTEMS AND INFRASTRUCTURE
The AV systems deployed throughout the facility will be installed and configured to maintain a common familiarity with basic system functions and operation. Audiovis ual system elements planned within the new facility include the following:
 Video & Computer Presentation Displays
 Audio and Web Conferencing

Presentation Sound Reproduction
 Integrated AV Control
 Digital Signage
 Control Room Capabilities

The AV systems designed for this facility may include large format projection, flat panel displays and other imaging systems appropriate to the specific application.

Building infrastructure will be required to support the AV systems installation. AV infrastructure considerations include conduit and junction box requirements for low voltage AV cabling, technical power, and groundi ng requirements for powering AV systems. Additionally, special lighting needs to support AV functions like video projection and video image capture, equipment heat loads and ventilation requirements, and space planning for AV and specialty equipment integration will also need to be considered.

The project’s AV infrastructure and systems will be designed in compliance with Owner standards and wi th industry standards and best practices as established by the AV industry organization, Audiovisual and Integrated Experience Association (AVIXA).

Related Technology Systems (Not part of this building project) The following technology systems, which may be esse ntial to the function of the building and the ongoing activities of its occupants, are anticipated to be provided by the Owner and are not part of this building project:
 Data Networking Electronics (Wired & Wireless)
 Telephone & Telecommunications Electronics
 Computers, Laptops, Tablets & Peripherals
 Supervisory Control and Data Acquisition Systems (SCADA)  Digital Television Service and Distribution (IPTV , Satellite, and/or Cable)  Broadcast Systems
 Wireless Communication Systems (e.g. Radios/Satel lite)

AV ROOM SUMMARY
To create consistent standards for collaboration and presentation technology, the spaces in this proje ct will be designed to have similar basic audiovisual capabilities and user interfaces.

AV PLANNING AND DESIGN GUIDELINES
The AV planning and design criteria described below will help ensure that the physical spaces in which the AV systems are installed are configured such that audiences can clearly see and hear the presented inform ation, and the equipment is installed and functioning at optimal levels.

AV LIGHTING GUIDELINES
Professionally designed lighting is essential to the success of any presentation space that involves e lectronically displayed images and/or video cameras. Many of the most common lighting issues (e.g. inappropriate task lighting, glare, or light spilling onto images) have simple solutions.

LIGHTING ZONING
Providing zoned groups of light fixtures and controls is a highly effective way to minimize potential lighting conflicts.

Light fixtures grouped in zones that provide task light directed to where it is needed and reduced lig ht levels at presentation screens will enhance presentation qual ity by improving image contrast.

Where a video projector is used in a presentation room there should be at least two zones of lighting – the viewer zone and display zone. At minimum, each zone must b e switched or dimmed separately to allow the display area fixtures to be turned off during presentations. The fixtures and layout must also be designed so that light from the viewer zone does not bleed into the display zone and wash out the presentation image.

City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)

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FIXTURE TYPES
Light fixture types should be selected to direct light only onto surfaces where the light is needed, thereby reducing ambient and reflected light that can diminish presentation image quality. Fixtures that produce indire ct light are not recommended in presentation environments. Likewise, pendant light fixtures are also not recommended as they may block sightlines and light paths from video projectors. Use of fixtures with low surface brightness will help reduce glare and audience discomfort when viewing presentations.

DAYLIGHT CONTROL
Controlling natural daylight is a simple and cost-effective way to optimize presentation image quality and improve the comfort level of the room. Window coverings should be provided at exterior windows where daylight will diminish presentation image quality due to high ambient light levels or glare. Roller window shades are an effe ctive solution that offers a range of shade densities and manual or motorized control options. Where complete blackou t of daylight is necessary, side, and bottom light channels should be provided to prevent light from bleeding around the edges of the shades. Motorized controls are recommended in r ooms with many windows. Motorized shade controls ma y be interfaced to AV control systems to further simplify operation.

LIGHTING CONTROLS
In large AV facilities with complex lighting systems, preset controls can simplify operation and help ensure that an appropriate lighting scenario is available for AV presentations. Such lighting control systems can be interfaced to the AV controls to further simplify lighting configuration.

DIGITAL SIGNAGE
Digital signage displays will present information such as events and branding content specific to CQB building.

Content presented on the electronic displays is distributed from centralized digital signage with content authored by Line space to local signage players located behind each display. The central digital signage software provides content management, playback scheduling, and simple content creation capability. The digital signage system can also be managed remotely over the data network through a secure web interface. While the playout of th e digital signage content can be achieved via the provided AV systems, the creation, development, and uploading of the content itself (all audio, images, graphics, videos, editing, reels, and timelines) are by others and are not included in this scope.

ACOUSTICS
Good room acoustics are essential to the performance of installed AV systems and to the productivity of meetings.

Background noise and vibration as may be generated by air conditioning and other equipment must be kept low enough so as not to distract from communication within the room and to prevent interference with conferencing and other audio capture equipment. Appropriate acoustic finishes will reduce reverberation within meeting rooms and improve intelligibility of speech and amplified audio. Proper construction of perimeter walls, floors and ceilings is essential to prevent unwanted transfer of noise between adjacent spaces and to maintain appropriate levels of privacy. For additional information refer to Acoustics BOD under separate cover.

COMMUNICATOIN

INFRASTRUCTURE OVERVIEW
The building’s communications infrastructure is intended to provide a resilient and reliable backbone for data, voice and video communications. The infrastructure consists of communications equipment rooms, communications cabling pathways and structured communications cabl ing. Infrastructure design will be based on Anaheim Public Utilities’ Cabling Standards, and industry standard practices and methods (i.e.

BICSI standards).

The base building construction scope will include all physical building infrastructure required to facilitate installation and operation of the project’s electronic technology systems. This includes all structural, electrical, mechanical, and other infrastructure elements that impact the operation and performance of the technology systems and are part of the permanent building structure and finishes. (e.g. conduits, pathways, equipment support structures, electrical power services, HVAC systems, etc.). Installation of structured cabling will be a part of the building construction scope.

COMMUNICATION SERVICES CONNECTION
The project scope requires physical diversity into the IT Room redundant underground pathways and back bone cabling (e.g. optical fiber and copper) to enable provisioning of communications services. Primary incoming services to IT Room are anticipated from existing telecom vault 94M10 and a new vault north of the CQB. Secondary City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)

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incoming services will connect to IDF Closet from existing telecom vault 94M03 or splice at 94M02 and a new vault East of the CQB. All new vaults shall be owner-furnished, contractor-installed (OFCI). The DBE to confirm all vault names, locations and service connections stated in the RFP.

Additional pathways and cabling infrastructure may be required for rooftop antenna connections. Upon construction, ordering, provisioning and configuration of data and telecommunications services to support the projec t’s needs will be performed by the Owner’s IT group.

INTRABUILDING BACKBONE CABLING
The facility’s backbone cabling will connect IT to IDF Closet through overhead pathways and backbone c abling.

Backbone cabling will connect to the IT Room to EOC Server through overhead pathways and backbone cabl ing.

IDF ROOM, IDF CLOSET, EOC SERVER ROOM
The project is planned to include one IDF Room, The IDF Room will house the electronic equipment, cabl ing and other infrastructure supporting voice, data, video, security, and other low voltage communications ser ving the new CQB.

STRUCTURED CABLING
The facility’s structured cabling scope will include a mix of wired and wireless data connectivity poi nts and telephone cabling infrastructure, including optical fiber backbone and copper station cabling, equipment racks, cable management, patch panels, patch cords, and modular voice and data jacks. The structured cabling system is anticipated to consist of Category 6 cabling for typical data services and Category 6A cabling for Wi- Fi services.

All cabling and connection devices will be installed following Anaheim Public Utilities’ Cabling Standards and industry standard practices and methods (i.e. BICSI standards). The quantity of drops and locations for drops w ill be based on the Owner’s functional requirements and shall follow the industry standard guidelines for facilities of comparable purpose. The sizes, quantities, and types of containment for the horizontal pathways will be based on the quantity of drops served, desired architectural appearance and industry standards and practices.

NETWORKING AND COMMUNICATIONS SYSTEMS
There will be a mix of hardwired and wireless network access throughout all indoor areas of the building. A heavy emphasis on the use of wireless network connectivity is anticipated.

Where hardwired network access is required, a data outlet will be provided as part of the building cabling system.

Where wireless access is required, a data outlet will be provided in the ceiling or at an alternately appropriate location to serve an access point antenna for that area. The electronics required for wireless access to the network (i.e. access point, wireless card, controller) are expected to be provided by the Owner and are not included in communications infrastructure designs.

Where AV equipment requires network access it will be hardwired. Other building systems that may requi re wired or wireless network connectivity include the systems noted below.

The cost of providing the building’s structured cabling system is to be considered part of the building construction costs. However, this cost does not include any of the active electronics required for a functioning data network or telephone system. The following critical electronic networking and communication systems are not a par t of the building communications infrastructure and are anticipated to be designed, specified, and installed by the Owner.

SECURITY SYSTEM AND INFRASTRUCTURE
The project’s security systems consist collectively of sub-systems providing video surveillance, electronic access control and intrusion alarm, which will be integrated within the City of Anaheim’s security system. Th e integrated security system will function with pre-programmed software to operate and record activity on a server. Though each of the sub-systems will reside in the same system structure, their function is distinctly different as described in this report section. The common technology equipment roo ms, low voltage cabling pathways, structured data cabling and other building infrastructure will support the security system installation.

VIDEO SURVEILLANCE SYSTEM
The surveillance system will be developed as an extension of the existing City of Anaheim video surveillance system.

The video surveillance system records images to cre ate a visual record of activity in critical areas of the building.

City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)

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Low profile IP-based digital cameras deployed in those locations capture high-definition motion images , which are distributed over the site’s data network to digital recording equipment. This system is controlled through a Digital Video Management System (DVMS), which is a subset of the access control system.

The integrated system will enable events in one area to trigger a response in other security sub-syste ms and to establish time correlations between recorded events.

VIDEO SERVER AND RECORDING
Video images from the cameras are stored on an independent video server. Individual cameras within the system may be programmed based on Owner requirements for e ach location to capture images continuously or only when motion is detected. The system shall be able to monitor and record existing City of Anaheim security practices. The camera images may be remotely monitored through a s ecure web interface facilitated via IP connectivity. The cameras will be connected to a new storage solution. System selection shall occur in the design phase.

CAMERAS
The project shall use a combination of fixed-position and multi-lens cameras which allow for views of 90 degrees up to 360 degrees. Cameras are securely mounted in enc losures appropriate to the physical environment (e.g. weatherproof in outdoor locations) and are located as appropriate to achieve the best view of the coverage area.

Whenever practical, cameras are positioned beyond r each to avoid tampering or vandalism. Camera positioning and lens settings are configured on installation and remain set during operation. Camera signals are transmitted over the data network utilizing the building structured cabling infrastructure. Power to cameras is provided through the data network cables by power-over-Ethernet + (POE+).

ACCESS CONTROL SYSTEM
The building access control system (ACS) will be developed as an extension of the existing City of Anaheim security and access control system. The access control system functions in conjunction with the door hardware a nd keyed lock systems to limit, control, and monitor building access at the following critical locations, Crew Quarters Building perimeter doors and gates, Exterior man gates, Critical Building Infrastructure, Telecom equipment rooms and Electrical equipment rooms.

Access is managed by an encrypted credentialing sys tem with electronic access cards. The system also automates the locking and unlocking of connected areas based on schedules configured in the system management so ftware and allows for emergency lock-down of the connected doors.

ACCESS CARDS
The access card is regarded as an electronic key. It is typically the size and thickness of an ATM or credit card with the capacity to have imprinted upon its surfaces photo images, text, and logos describing the carrier of the card and their description and/or level of authorization. The building access control system is compatible with the standard access cards issued by City of Anaheim security.

CARD READERS
Access card readers shall be multi-technology 125kH z & 13.56MHz smart card proximity type. The access control system will provide real-time centralized monitoring of door status. Individual card reader activity may be recorded and time stamped. Detected events may initiate electronic notifications (e.g. text messages) to be tra nsmitted as determined by the system software configuration. Information may be logged in the system and reported with the use of standard or custom reporting forms.

DOOR CONTROLLER
Card readers connect to door controllers via individual cables. Each door controller will accept up to eight card readers and several alarm point inputs. The information as to who may enter a door, what time within any 24 hour/365 day period, and what door, is resident within the door controller. Door controllers require editing periodically for staff movement and reassignments with the use of software resident on the server.

The server need not be running the program for the system to operate in auto-mode. This function is ca lled “distributed intelligence”. Each door controller is therefore an independent operating unit. Information is uploaded whenever communication is established with the serv er.

City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)

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ELECTRIFIED DOOR HARDWARE
The door controller has the capacity to control door-hardware remotely through an integral power suppl y, or through a remote power supply, and the electrified door hardware interconnected. Power for the electrified door hardware typically is provided by the door controller, or remote power supply. Remote power supplies are typica lly used for door hardware that requires greater power than that available at the door controller. When a remote power supply is needed, it must be mounted close to the door controlled to prevent ineffective operation.

Coordination with the project’s door hardware consultant and electrical engineer will determine actual connectivity.

The remote power supply and door hardware will be installed by the general contractor as part of the b uilding construction. The project electrical engineer will provide power at locations specified by the security vendor and door hardware specification.

INTRUSION ALARM
The intrusion system will consist of alarm points such as door position switches and motion detectors wired to a digital alarm communicating transmitter (DACT). DAC T is in turn connected to the internet for communication. The facility will have only a single DACT with multiple alphanumeric keypads for arming and disarming the system. The DACT will be fitted with integral standby batteries in case of primary power failure to ensure DACT an d keypad operation.

Alarm points are armed each evening with the use of alphanumeric keypads. Once the system is armed thr ough the keypad, and a subsequent alarm condition is detected, the DACT transmit the alarm signal over the Inte rnet to a specific telephone number associated with a third-party monitoring company or City of Anaheim security department.

The attendant will then place a voice telephone call to a City of Anaheim defined entity for response to the alarm condition. If a third-party monitoring company is used, a contract must exist between the City of Anah eim and the monitoring company.

ALPHA NUMERIC KEYPAD
The keypad can be programmed to allow up to eight s eparate areas that can be identified as separate alarm systems, connected to a single DACT. Keypads will b e located adjacent to the main entry doors in each of the zoned areas. The keypad(s) illuminates a sixteen-character English language alphanumeric display when any ke y is pressed and has a built-in speaker that emits several distinct warning tones.

DOOR POSITION SWITCH
These switches will be specified by the security vendor or door hardware consultant with coordination to ensure the proper device is specified. The switch has two parts: the first is the contact, installed at the door header and within the door frame; the other is the magnet fitted to the top of the door. When these are aligned properly (when the door is in a closed position), the door position switch (DPS) will send a signal to the DACT when the door is opened.

MOTION DETECTORS
Two varieties of motion sensors can be used on the project. The first is a wide- angle unit with the other being a long-range unit. They principally operate identically and differ according to field-of-view, or detection pattern.  Wide-Angle: The detection pattern is typically 30 ’x30’ and is 10’ in height.  Long-Range: The detection pattern is typically up to 120’ in conical length with an 8’ diameter at the farthest point.

INTRUSION ALARM ZONES
Alarm zones shall be coordinated in the design phase with the City of Anaheim to meet their standards and requirements.

SECURITY INFRASTRUCTURE
The security system described requires physical building infrastructure to support the installation of electronic equipment, cabling distribution, powering of the devices, and transmission of data signals to the monitoring locations.

Security management and control equipment is expect ed to be installed in secure technology equipment r ooms. Low voltage security cabling may be distributed via building cable tray and other common pathways, provide d they are concealed from public view/access. Security cabling transiting through exposed areas of the building shall be installed in protective conduit to prevent tampering.

Hardwired power circuits are required for 12/24VDC power supplies that provide power to card readers, City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)

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“request to exit” devices, and door hardware. Some devices, such as IP cameras, may be powered by POE through the data network cabling. In all cases, power to security devices must be protected by back-up power sources such as UPS and generator. Electrical power requirements shall be coordinated with the building’s electrical engineer.

Coordination with the project electrical engineer will ensure proper primary power requirements, typically 120VAC adjacent the Access Control/ Surveillance server. Some of the systems will have internal battery back and other components will connect to the UPS s ystems in the MDF.

AV BUDGETARY PLANNING AND IMPLEMENTATION
Most of the electronic equipment that enables the audiovisual capabilities described within this repor t will be identified as part of the project’s Furniture, Fixtures & Equipment (FF&E) scope. Equipment fitting in this classification includes all active electronic components of the AV systems (e.g. monitors and projectors, sound systems, low voltage controls, etc.).

AV PRODUCT AVAILABILITY
Current product availability for AV equipment is unpredictable. There are significant production and d elivery delays across the entire AV industry. While Waveguide and AV Contractors will make their best effort t o forecast and achieve scheduling milestones, the ava ilability of equipment is constantly changing. Frequent coordination regarding equipment availability and delivery dates will be required between the AV Contr actor and Owner so all expectations can be managed.

OPERATIONAL CONSIDERATIONS

TECHNICAL STAFFING
In the planning, design and installation of the project’s AV systems, every effort will be made to ensure that the systems are easy to use and maintain. However, it is inevitable that some level of technical support will be required. Trained technical support staff will be required to address maintenance and repair issues as well as to provide technical assistance and training to sys tem users. Additional support may be required for high profile meetings and events.

Based on our experience designing similar systems, we recommend having at least one full-time employee dedicated to supporting the AV technology deployed across the facility. This person will need to have a thorough understanding of the extent and operation of the installed AV equipment and be able to perfor m basic maintenance, troubleshoot problems, and provide training for new users. This person will require unique AV training and technical knowledge not typically held by IT personnel.

MAINTENANCE AND EQUIPMENT REFRESH
In addition to the upfront AV equipment and related infrastructure costs, ongoing maintenance and equipment refresh costs must be accounted for in operational planning and budgeting. First year service agreements/warranties are typically included in the initial installation price. However, service agreements for additional years should be considered and appropriate funding sources identified. And while every effo rt will be made to maximize the useful life of the AV equipment, technology systems eventually reach the end o f their useful life or become obsolete due to new technology advancements. Based on our experience, equipment refresh/replacement costs can represent a n additional 25% to 35% of the initial system cost within the first five years of ownership.

END OF LIFE STRATEGY
Ultimately, AV equipment will reach the end of its useful life. We recommend that the Owner develop a plan to recycle technology once it is taken out of service. We recommend the use of products whose manufacture rs have an e-waste program that supports recycling and who offer buy-back incentives towards replacement equipment and upgrades. We also recommend the use of AV contractors who participate in equipment recycling programs.

1.11 Fire Alarm and Fire Protection Systems

FIRE ALARM SYSTEM
 The fire alarm system shall meet all applicable l ocal codes, standards, and NFPA 72 requirements. Pl ans shall be reviewed and approved by AF&R - Fire Prevention Department prior to installation.  Fire alarm system control panel to be in communic ations room. Fire alarm and CAD Alarm/Alert systems shall City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)

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be compatible with APU and the City of Anaheim Fire Department required standards.  DBE is to provide a Wi-Fi gateway with two channe ls with sufficient bandwidth to allow 100 people to log on at the same time with no significant degradation in data speeds.  Annunciation panel may be required by AF&R Fire P revention approved drawings.

FIRE PROTECTION SYSTEM AND FIRE PREVENTION
 Fire sprinkler system design and installation for the SEC shall comply with the Anaheim Fire and Res cue/NFPA standards.
 The CQB shall have an automatic fire sprinkler sy stem per the City of Anaheim requirements and shall be designed, installed, and approved within applicable adopted NFPA standards. Flow tests for fire protection should be provided by the DBE and coordinated with City and local AHJs.  The entire CQB shall be protected by an automatic -monitored fire sprinkler system.  The fire sprinkler riser and test valves will be located within 18 inches of an exterior wall and in an enclosed area immediately accessible from the exterior of the building with a system drain down capability.  A 2-foot minimum radius area shall be provided fo r access to and around the riser to allow for maintenance and repairs.

1.12 Energy Efficiency and Sustainability Criteria

LEED Certification is a goal for the Crew Quarters Building. However, sustainable design and building practices should be incorporated in the building's design as required by the Energy Code and as energy and water efficient as possible. Design shall encompass the goals of sustainability, reduced operating costs, and a healthy, productive workspace. The DBE to further develop and provide recommendations to meet the City’s energy efficiency and sustainability goals outlined below.

SITE
 The design shall minimize the building's impact o n the ecosystem.  The site shall be designed to control stormwater runoff to reduce erosion. The Heat Island effect will be minimized by incorporating shade trees and specifying lighter concrete for hardscape and landscape are as.  Water conservation will be achieved through more efficient interior fixtures and equipment and landscaping with native/drought tolerant plants, xeriscape, and highly efficient irrigation.  Facility orientation will specifically address va rying exposures.

GLAZING
 Where glazed openings are facing towards south or west, overhangs or other means of shading and sunl ight control shall be provided.
 All glazed openings shall be provided with a moto rized interior shade covering.  Blackout shades are specified for the conference room spaces.

LIGHTING
 Lighting orientation will be optimized to take ad vantage of daylight harvesting that will work in conjunction will high efficiency ballasts and fixtures.
 Natural lighting and lighting controls shall be u tilized to minimize light load demand.  Exterior lighting will be photocell/time clock co ntrolled designed to lower light level while still maintaining security.

MECHANICAL AND PLUMBING
 Building mechanical systems shall be designed to achieve optimum energy performance and will utilize refrigerants that will be free of CFCs and greenhouses gases.  Plumbing and hot water shall be low-flow and elec tronically controlled where possible.  Electrical design will optimize energy load deman d by using efficient lighting fixtures.  HVAC equipment will be high seasonal energy effic iency ratio (SEER) in a highly insulated building envelope.  Recommend paint specifications and color shall be coordinated with the exhibit contractor so that a complementary palate shall be achieved.
 The DBE shall provide a microwave and a refrigera tor/freezer that are ENERGYSTAR® compliant to be located in the administrative office area.

1.13 Photo Voltaic (PV)
The DBE should provide Photo Voltaic (PV) panels on the roof of the building per code requirements. The design City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)

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should be coordinated with the City of Anaheim. The PV will be connected to the battery backup system for the building and have an Automatic Transfer switch for safety. The system will also have a PV monitoring s ystem that ties into the BAS to allow remote monitoring.

1.14 FF&E
The project’s FF&E will be purchased by the City of Anaheim. The DBE will be responsible for installing or working with the City of Anaheim to install based on which option is more cost effective. The DBE shall engage all appropriate stakeholders during the coordination with the FF&E.

1.15 Building Program

Division Room Purpose NSF Floor
ELECTRICAL Open Office 1: Line Crew Supervisors (T&D Superviso rs) 756 2 ELECTRICAL Shared Office 2: Electrical T&D Staff (Foreman) 288 2 ELECTRICAL Office 3: Administrative Assistants 192 2 ELECTRICAL Office 4: Electrical T&D Staff (Superintendent) 144 2 ELECTRICAL Office 5: Electrical Administration (Substation) 144 2 ELECTRICAL Office 6: Electrical Administration (Substation) 144 2 ELECTRICAL Office 7: Electrical Administration (Substation) 144 2

ELECTRICAL
Office 8: Electrical Administration (Field Services
Superintendent) 144 2
ELECTRICAL Office 9: Electrical Administration (Inspection) 144 2 ELECTRICAL Office 10: Electrical Inspection 144 2 ELECTRICAL Office 11: Utilities/ Meter Reading (Meter Supervisor) 144 2 ELECTRICAL Office 12: Flex Office 144 2
ELECTRICAL Office 13: Flex Office 144 2
ELECTRICAL Office 14: Flex Office 144 2
ELECTRICAL Line Mechanics Assembly Room 633 2 ELECTRICAL Meter Shop 1,179 2
ELECTRICAL Copy / File Room 186 2
ELECTRICAL Storage 153 2
ELECTRICAL Substation Electricians 1,255 2
ELECTRICAL Substation and Test Tech 952 2

ELECTRICAL
Electrical Assembly Room (Inspection/Meter
Reading/Revenue Protection Coordinators/Sr. Utilities
Service Representative/Office Specialist/Meter Reader and Utilities Field Workers) 2,205 2
COMMON Office 15: General (Utilities Inventory & Facilities Manager) 144 2 COMMON Office 16: General (Shared Office for Warehouse) 288 2 COMMON Office 17: General 144 2
COMMON Unisex Bathroom 200 2
COMMON Stairwell and Elevator Core 200 2
ENVIRONMENTAL Office 18: Environmental Services (Safety Administrator) 144 2 ENVIRONMENTAL Office 19: Environmental Services (Safety Coordinator) 144 2

ENVIRONMENTAL
Office 20: Environmental Services (Environmental
Specialist II) 144 2
City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)

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COMMON Lobby / Admin Desk / Front Office 684 1 COMMON Stairwell and Elevator Core 200 1
COMMON Assembly Room 1,426 1
COMMON Food Prep 165 1
COMMON Breakroom / Computer Bar 790 1
COMMON Storage 153 1
COMMON Men's Locker Room 1,622 1
COMMON Women’s Locker Room 825 1
COMMON Unisex Bathroom 200 1
COMMON Janitor 103 1
COMMON Large Conference Room/ Computer Bar 305 1 COMMON Chair and Table Storage Assembly Room 163 1 COMMON Telecommunications Room (IT) 101 1
COMMON Electrical Room 421 1
COMMON Electrical Closet 13 1
COMMON Fire Riser 85 1
COMMON Trash 30 1
WATER
Crew Assembly Room (Production, Valve, Hydrant &
Meter) 666 1
WATER T&D Crew Assembly Hall 577 1
WATER
Open Office 21: Production Crew Supervisors/Pipe
Fitter/Meter Crew Workstations/Valve Hydrant
Supervisor/Meter Supervisors 756 1
WATER Open Office 22: Crew Supervisors 807 1
WATER Office 23: Water Production 144 1
WATER Office 24: Water Production 144 1
WATER Office 25: Water Production 144 1
WATER Office 26: Water T&D 144 1
WATER Office 27: Water T&D 144 1
WATER Office 28: Water T&D 144 1
WATER Office 29: Water Admin 144 1

SUMMARY
FLOOR 2 TOTAL SQFT 10,647
FLOOR 1 TOTAL SQFT 11,100
SQFT without Circulation Factor 21,747
SQFT with 15% Circulation Factor 25,009

DESIGN CRITERIA:

CEILINGS SHOULD BE A MIN OF 10'-0" CLEAR
CEILINGS SHOULD BE A MIN OF 14'-0" CLEAR IN THE ASSEMBLY SPACE A 2 -STORY BUILDING IS PREFERRED

SQFT ARE PROPOSED ROUGH SQFT, THE DBE TO FINALIZE DESIGN City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)

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1.16 Adjacency Diagram
OPEN OFFICE 1 756 SQFT SHARED OFFICE 2 288 SQFT ADMINISTRATION OFFICE 3 192 SQFT OFFICES 4-14 11 @ 144 SQFT LINE MECHANICS ASSEMBLY ROOM 633 SQFT METER SHOP 1,179 SQFT COPY / FILE ROOM 186 SQFT STORAGE 153 SQFT SUBSTATION ELECTRICANS 1,255 SQFT SUBSTATION AND TEST TECH 952 SQFT ELECTRICAL ASSEMBLY ROOM 2,205 SQFT TOTAL: 9,383 SQFT
OFFICES 18-20 3 @ 144 SQFT
TOTAL: 432 SQFT
OFFICES 15-17 3 @ 144 SQFT UNISEX BATHROOM 200 SQFT STAIRWELL & ELEVATOR CORE 200 SQFT
TOTAL: 832 SQFT
2ND FLOOR

APU CQB ADJANCENIES DIAGRAM
LOBBY / ADMIN DESK / FRONT OFFICE 684 SQFT
STAIRWELL / ELEVATOR CORE 200 SQFT
TOTAL: 884 SQFT
ASSEMBLY ROOM 1,426 SQFT
FOOD PREP 165 SQFT
BREAKROOM / COMPUTER BAR 790 SQFT
STORAGE 153 SQFT TOTAL: 1,108 SQFT
MEN'S LOCKER ROOM 1622 SQFT
WOMEN'S LOCKER ROOM 825 SQFT
UNISEX BATHROOM 200 SQFT
JANITOR 103 SQFT
TOTAL: 2,750 SQFT
CREW ASSEMBLY ROOM 666 SQFT
T&D CREW ASSEMBLY HALL 577 SQFT
OPEN OFFICE 21 & 22 756 / 807 SQFT
OFFICES 23-29 (7) @ 144 SQFT
TOTAL: 3814 SQFT
TELECOMMUNICATIONS ROOM 101 SQFT
ELECTRICAL ROOM 421 SQFT
ELECTRICAL CLOSET 13 SQFT
FIRE RISER 85 SQFT TRASH 30 SQFT TOTAL: 650 SQFT

LARGE CONFERENCE ROOM /
COMPUTER BAR 305 SQFT

CHAIR AND TABLE STORAGE
ASSEMBLY ROOM 163 SQFT
TOTAL: 468 SQFT
1ST FLOOR

City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)
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Appendix 2. Reference Documents

2.1 Purpose
This Appendix lists reports and other documents made available to the Design Build Entity (DBE).

Listed documents are provided via a Document Library hosted by the City of Anaheim. Unless otherwise indicated, summaries of the listed documents included in other appendices to the DB Agreement are provided for general information purposes only. The DBE shall be responsible for verifying summary information against the listed reports and documents.

2.2 Documents Made Available to DBE
Documents listed below are made available to the DBE, unless otherwise noted.

Reference Document List
Document Name Author/Organization Date Notes

STANDARDS
City Council Policy Manual City of Anaheim November
2023
Standard Specification Supplement, Public
Works Department City of Anaheim July 2015
’Water Services Standard Specifications
July 2021 City of Anaheim July 2021
Public Works COVID-19 Construction Site
Safety Guidelines for Contractors City of Anaheim April 2020 Grading Design Manual City of Anaheim N/A
Improvement Procedures City of Anaheim N/A
Water Quality Management Plan
Procedures City of Anaheim January 2006
Flatland Grading Plan Procedures City of Anaheim N/A
Anaheim Municipal Code City of Anaheim November
2024
Standard Specifications for Public Works
Construction (Not in Project Library. DBE
can purchase separately.)
Greenbookspecs.org 2024
Anaheim CAD Standards City of Anaheim 2021 To Be Provided after award
Reducing the Risks of Nonstructural
Earthquake Damage – A Practical Guide:

FEMA E-74
Federal Emergency
Management
Agency (FEMA)
December
2012
Public Works Standard Detail 132 City of Anaheim 2022
City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)
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Reference Document List
Document Name Author/Organization Date Notes
DATA
Current Site Plot Plan City of Anaheim 5/28/2021
Geotechnical Data Report for Public Utilities
Field Office and Crew Quarters Building and
Sustainability Education Center 901 and 1015
East Vermont Ave
Ninyo and Moore 11/16/2020
1015 & 1019 E. Vermont Avenue Topography
Map
City of Anaheim 5/28/2021

2.3 Proposer Reliance on City Provided Documents
Except for the items listed below, the documents listed in the Reference Documents List Table are provided for general information only and may not be relied upon as the basis for DBE’s design.

The documents listed below can be relied upon by the DBE in developing its design; however, such reliance is limited to those aspects expressly identified below:
 Standards. The DBE may rely upon the Anaheim standards provided in the Project Data library. The DBE’s design shall also comply with the requirements of other applicable codes, standards, and guidelines.
 Record documents. Record drawings and specifications may be relied upon for establishing the presence and location of inaccessible infrastructure i.e., if verification of the infrastructure would require digging or removal of walls or structures to uncover). For clarity, situations that require removal of hatches or panels, that require observation via monitoring ports, or other similar situations are NOT considered inaccessible. Where conflicts exist between record documents for inaccessible infrastructure, the DBE shall rely upon the most recent record documents.  Site Plot Plan, Topo Plan and Utility Records shown therein. The DBE may rely upon the provided drawings that include topographic information, utility locations and record drawings understanding that these drawings reflect a site condition that has significantly changed since these drawings were completed. Since these drawings were completed the city of Anaheim has caused by separate contract to demolish the structures and site improvements on the site. It is the responsibility of the proposer to validate present site conditions and include those conditions into their design solution.

Currently there is a fence on the site. The proposers may at their election use this fence during construction. Currently there is a collection of City of Anaheim utility pipes and other items that are temporarily being stored on the site. The City of Anaheim will clear the site prior to construction commencing.

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Appendix 3. Minimum Technical Requirements

3.1 Purpose and Applicability
These Minimum Technical Requirements establish certain minimum standards and requirements for the Project. However, they are not intended to be all inclusive of the design requirements. Nothing in these Minimum Technical Requirements relieves the DBE of its obligation to meet the project goals and requirements identified in the Basis of Design (BOD). Further, if the Design Build Entity (DBE) believes any of the Minimum Technical Requirement’s conflict with or will make it impossible to meet any of the requirements prescribed in the BOD, the DBE shall promptly notify COA of such a conflict and shall propose a modification to the Minimum Technical Requirements.

3.2 Codes, Standards and Guidelines
Except where more stringent requirements are identified, the DBE shall design the Project in accordance with the most recent edition of the following applicable codes, standards, and guidelines.

Where codes, standards, or guidelines conflict, each shall be applied consistently, and the code, standard, or guideline resulting in the most conservative design shall govern. Codes, standards, and guidelines include, but are not limited to, the following:

1. American Association of State Highway Transportation Officials (AASHTO)

2. American Water Works Association Standards (AWWA)

3. American Water Works Association Manuals of Practice

4. Anaheim Building Codes

5. Americans with Disabilities Act (ADA)

6. American Concrete Institute (ACI)

7. American Institute of Steel Construction (AISC)

8. American Iron and Steel Institute (AISI)

9. American National Standards Institute (ANSI)
a. ANSI/BHMA A156.13 for exterior/interior door locksets

10. American Society of Safety Professionals (ASSP)

11. American Society of Civil Engineers (ASCE)

12. American Society of Heating, Refrigerating and Air-Conditioning Engineers (ASHRAE)

13. American Society of Mechanical Engineers (ASME)

14. American Society for Testing and Materials Standards (ASTM) a. ASME Section VIII, NSF 61 for cartridge filters
b. ASME Section VIII for carbon steel vessels

15. American Welding Society (AWS)

16. California Building Code

17. California Fire Code

18. California Plumbing Code

19. California Division of Occupational Safety and Health (DOSH or Cal OSHA)

20. California Energy Code (CCR, Title 24, Part 6)

21. Environmental Protection Agency (EPA)

22. Hydraulic Institute (HI)

23. Illuminating Engineering Society of North America (IESNA)

24. Institute of Electrical and Electronic Engineers (IEEE) City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)
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25. International Electrical Testing Association (NETA)

26. International Society of Automation (ISA)

27. International Association of Plumbing and Mechanical Officials (IAPMO)

28. Manufacturers Standardization Society (MSS)

29. Masonry Institute of America (MIA)

30. National Sanitation Foundation International (NSF) (formerly National Sanitation Foundation)

31. National Electrical Code (NEC).

32. National Association of Corrosion Engineers (NACE)

33. National Electric Manufacturers Association (NEMA)

34. National Fire Protection Association (NFPA)

35. Occupational Health and Safety Administration (OSHA)

36. Pipe Fabrication Institute (PFI)

37. Portland Cement Association (PCA)

38. Precast/Prestressed Concrete Institute (PCI)

39. Steel Deck Institute (SDI)

40. Safety Equipment Institute (SEI)

41. Steel Structures Painting Council (SSPC)

42. The Masonry Society (TMS)
a. TMS 402/602 Building Code Requirements and Specification for Masonry Structures

43. Underwriters Laboratory (UL)

44. U.S. Occupational Health and Safety Administration Standards—29 CFR

45. Anaheim Fire & Rescue Requirements for:
a. Hazardous Fire Zones if determined by Anaheim Fire Prevention based on geographical location
b. Underground piping for private hydrant on site and sprinkler supply lines c. Fire extinguishing systems
d. New and existing fire alarm systems (smoke and CO detector, strobes, and horns) e. Smoke control systems
f. Fire Master Plans - Guidelines for Emergency Access

46. City of Anaheim Code as related to Planned Communities as applicable

47. City of Anaheim Traffic Engineering Regulations

48. Electric and Magnetic Fields Standards, if applicable

49. Green Book Specifications for Public Works

50. Regional Water Quality Control Board (RWQCB) and California Drainage Area Management Plan (DAMP), as applicable
a. City of Anaheim Survey Standards Horizontal Datum: Coordinates shall be in U.S. Survey Feet in terms of the California State Plane Coordinate System, Zone VI, NAD 83 (OCS 20017.50 Epoch).
b. Vertical Datum: Elevations shall be in U.S. Survey Feet in terms of the North American Datum of 1988 (NAVD 88), using a local City of Anaheim Benchmark, or an Orange County Surveyor Benchmark.
c. Accuracy:
1) Horizontal – Second Order, Class II (1: 20,000) minimum. 2) Vertical – Second Order, Class II (e = 0.035√M) minimum, 3) Where, e is the allowable error (in feet), and M is the length of the level loop (in miles).

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3.3 General Project Objectives
The DBE shall design and construct the Project in compliance with all applicable laws, standards, regulations, environmental requirements, and permit conditions to meet the following general objectives:

3.3.1 Water Quality Protection and Enhancement
 The Project shall be designed to prevent discharges to the non-potable water discharge location, except because of a component failure, malfunction, failure to meet potable water quality standards or regulations, or another emergency. Discharge and drain systems, designed for such emergencies, shall convey water to the non-potable water discharge location, and shall be equipped with properly designed air gaps and vacuum releases.
 Any water discharged to COA’s potable water distribution system shall meet all applicable state and federal drinking water regulations.

3.3.2 Layout
 Facilities shall be arranged to provide for efficient and safe access, traffic, and pedestrian circulation.
 Facilities shall be sited in compliance with utility clearance and setback requirements and other requirements of easements and permit conditions. Treatment Process Requirements.

3.3.3 Drainage and Erosion Control
Site shall conform to their respective Water Quality Management Plan runoff requirements.

Best Management Practices (BMPs) shall be incorporated into the design and may include, but are not limited to, permeable pavement, bioretention without underdrain using planting, and grated trenches with flows to a sump and dry garden.

3.3.4 Site Security and Access
The DBE shall provide site security measures for the site as follows with new walls, fences, and gates.

3.3.5 Site Height, Setback and Facility Operations Noise Restrictions The DBE shall refer to Title 18, Zoning, of the Anaheim Municipal Code for zoning requirements, structural height requirements, setback requirements, and landscaping and screening requirements.

Project shall include a setback distance per Title 18 requirements. Construction equipment will need to maintain safe distance from the energized power lines per OSHA and SCE. All permanent structures shall follow the minimum horizontal and vertical clearances required by OSHA and SCE.

The DBE shall provide all equipment, in compliance with City of Anaheim Municipal Code noise limitation requirements at all property boundaries, when operating in all modes. The DBE shall refer to the noise ordinance restrictions as described in the Anaheim Municipal Code Chapter 6.70 Sound Pressure Levels.

The Anaheim Municipal Code is listed in Appendix 2 and available in the Project Data Library.

3.3.6 Site Demolition
At the Site the DBE shall provide demolition of existing concrete, asphalt, hardscape, landscape, and other surface improvements required to provide new facilities and surface improvements. The DBE shall be responsible to provide soil stockpiles onsite, or at a location offsite. The DBE shall comply with Environmental Protections for all stockpiles.

3.4 Utility Service
The DBE shall provide the following utility service:
 Electrical power service for new facilities.
 Potable Water.

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 Sanitary Sewer.
 Connection to the offsite storm drain piping system for water not suitable for potable use.  Fiber connection to the Anaheim Business Network.

3.5 Other Design Requirements

3.5.1 Landscape and Surface Improvement and Site Restoration The DBE shall provide landscaping as required by City of Anaheim permits and the BOD. The DBE shall provide California native drought proof landscaping per the City of Anaheim standards and requirements.

The DBE shall work with COA to develop landscaping plans; once approved by the City Public Works Department, via permit.

The DBE shall provide timed irrigation systems, soil improvements, sod, mulch, soil nutrients, plants (ground cover, shrubs, trees), any curbing or area division barriers, and any walking path hardscape, and any fencing around landscaped areas (not part of no-climb fencing or CMU site walls).

The DBE shall provide maintenance necessary for a one-year landscape establishment period from Substantial Completion. Prior to the end of the one-year establishment period COA and the DBE shall meet to determine if landscape has been properly established. If any landscaping improvements are not established or damaged, the DBE shall replace or restore each damaged and not established item.

New surface improvements shall include concrete and asphalt concrete with subbase and pavement cross sections, as well as concrete walkways, per City of Public Works specifications. The DBE shall restore all surfaces and facilities on the site to pre-construction conditions, unless specified otherwise in the Appendices, if disturbed during construction.

3.5.2 CEQA Mitigation Requirements
A Notice of Exemption has been filed for this project listing that the CQB is consistent with the existing land use designation and all applicable General Plan policies, zoning designations and regulations for the site. No impact would occur; and mitigation may not be required.

3.5.3 Engineering Studies, Reports and Calculations
All engineering drawings, calculations, specifications, and reports submitted as final and issued for construction shall be stamped by a Registered Professional Engineer in the State of California appropriate for the discipline information presented. Design submittal shall provide underlying code basis for design.

3.5.3.1 Geotechnical Evaluation Report
The DBE shall provide any additional geotechnical investigations necessary for the Project.

Geotechnical recommendations necessary to support the DBE design, based on the Geotechnical Data Reports provided in Appendix 2 and any additional investigations performed by the DBE, shall be the responsibility of the DBE. The DBE shall submit a copy of the geotechnical report (including design recommendations) to COA for review, prior to starting any subsequent related field work.

3.5.3.2 Potholing and Ground Penetrating Radar Reports
The DBE shall provide all pothole and Ground Penetrating Radar (GPR) investigations and subsequent underground work recommendations necessary to support the DBE design. The DBE shall submit a copy of the pothole and GPR results and report (including any design recommendations) to COA for review, prior to starting any subsequent related field work.

3.5.3.3 All Other Studies to Support Engineering Design The DBE shall provide any other studies, reports, and recommendations necessary to support the DBE design. The DBE shall submit a copy of any other studies, reports, and recommendations necessary to COA for review, prior to starting any subsequent related field work.

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3.5.4 Design Quality Assurance/Quality Control Plan
The DBE shall comply with General Conditions for a Quality Assurance/Quality Control Plan. The DBE shall be responsible for the technical adequacy and quality control of its Work.

3.5.5 Structure and Architectural Design
The DBE shall provide the following architectural features as part of the new buildings:

The DBE design for seismic loads for buildings and structures shall follow current building code requirements. The DBE design for seismic loads for piping and other non-structures shall also be provided. Engineer of Record stamped, and signed construction drawings and specifications developed shall include seismic design measures and features. Engineer of Record stamped and signed calculations demonstrating loading scenarios and mitigation effectiveness shall also be provided. The DBE shall follow FEMA guidance document “Reducing the Risks of Nonstructural Earthquake Damage – A Practical Guide, E-74 (2011)” or provide an alternative design guidance or regulation that design complies with. See Appendix 2 for FEMA E-74 document.

3.6 Construction Requirements

3.6.1 General
The construction shall be performed in professional and skillful manner and in a neat and clean work area. Daily trash and debris cleanup shall be performed. All materials and equipment shall be stored such that they are not damaged or degraded by weather and environmental conditions they are exposed to at each Site. Contractor personnel shall follow City noise ordinances for all vocal communication and personal electronic device sound levels. Contractor shall also followall City of Anaheim required COVID- related safety measures in place during the entirety of the Project.

3.6.2 Limits of Construction, Site Access, Security, and Allowable Hours of Construction

3.6.2.1 Construction Quality Assurance/Quality Control Plan The DBE shall comply with General Conditions for a Quality Assurance/Quality Control Plan (QA/QC Plan). The QA/QC Plan shall include construction quality measures to address construction quality and provide these measures in separate QA/QC Plan sections, not co-mingled with design quality measures.

3.6.2.2 Construction Surveys/Limits of Construction
The DBE shall perform all work and services necessary for or incidental to the performance and completion of survey work necessary for construction. This work shall include but is not limited to:
surveys needed to establish and maintain benchmarks, to establish the limits of construction to establish setbacks (buffers) as applicable, to establish stationing and northings and eastings for equipment, piping, and appurtenances, and to make measurements to verify the location of completed construction. Survey of all underground piping termination points, angle points and connection locations not located as shown on the Approved for Construction drawings shall be provided before backfilling.

The DBE shall adhere to the limits of construction and shall provide adequate worker training, flagging, staking, and monitoring to assure that the limits of construction are observed in the field.

3.6.2.3 Site Access
The DBE shall submit a Construction Access and Traffic Management Plan for review.

3.6.2.4 Site Safety and Security
The DBE shall comply with General Conditions for Protection of the Construction Site. The DBE shall be always responsible for Project Site safety and security from Notice to Proceed to Final Completion.

3.6.2.5 Allowable Days and Hours of Construction
Unless otherwise approved by COA, construction activities, including construction traffic to and from the City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)
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project site shall only occur from 7:00 am to 7:00 pm, Monday through Friday and in compliance with any time restrictions imposed by ordinance or permit.

3.6.3 Site Environmental Protections
The DBE shall provide and maintain the following Site environmental protections for the duration of the Project.

3.6.3.1 Construction Water, Temporary Drainage, Erosion and Sedimentation Control The DBE shall comply with General Conditions for Water Pollution Prevention and Best Management Practices (BMP’s).

The DBE shall provide for the infiltration, detention, treatment, and discharge of all water generated during construction. Construction water will include surface water runoff, and water removed from excavated areas (construction dewatering). The DBE shall plan and schedule its construction activities to reduce the amount of construction water to be managed in each period.

The DBE shall reduce water quality impacts associated with construction waters by minimizing facility footprints, locating spoil sites in designated locations, constructing modifications in the dryseason if feasible, using sheet piling to limit excavation areas, seeding, or covering soil stockpile areas, and other measures to control erosion and sedimentation.

The DBE shall conform to the requirements of all construction permit requirements related to erosion and sediment control and control of construction water. The DBE shall consider the effects of impervious temporary cover when sizing temporary stormwater detention facilities and shall calculate capacities required during construction separately from long-term stormwater management requirements.

Temporary erosion control and protection measures shall be always in place and shall be inspected prior to and throughout construction.

3.6.3.2 Spill Prevention and Cleanup
The DBE shall comply with General Conditions for Clean Premises.

The DBE shall handle all petroleum and chemical products and provide suitable measures for the prevention and control of spills. All land and water petroleum/chemical spills shall be rectified immediately.

3.6.3.3 Dust, Smoke and Air Pollution Control
The DBE shall comply with General Conditions for Dust and Smoke Control and Air Pollution.

The DBE shall always keep the site free of rubbish. Burning is not allowed for any reason.

3.6.3.4 Noise Control
The DBE shall comply with General Conditions for Noise Control.

The DBE shall comply with all applicable noise regulations. Equipment shall include noise mitigation features, if available as options for sale. The DBE shall train all employees and subcontractors on applicable noise control requirements including applicable noise limits, disallowed activities, use of portable noise barriers, and techniques for reducing construction noise.

The DBE shall follow City of Anaheim normal work hours per Anaheim Municipal Code Chapter 6.70 Sound Pressure Levels. For impact generating equipment, work hours shall be further restricted to start no earlier than 9:00 a.m. and finish no later than 4:00 p.m., Monday through Friday. Any work in street right-of-way shall be further restricted from 8:30 a.m. to 3:30 p.m. Work is not permitted on City holidays.

3.6.4 Other Requirements

3.6.4.1 Field Offices
The DBE shall comply with General Conditions for Sanitary Facilities.

The need for a field office at the project site shall be determined by the DBE. The DBE shall be responsible for providing all temporary utility potable water, power, telephone, and data communications City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)
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(internet), service. The DBE trailer shall also include at least one space designated for COA’s Construction/Project Manager. The DBE shall be responsible to provide any security service. Any trailers provided shall meet current California Building and Fire codes for temporary structures, and any City of Anaheim Municipal Codes for Building and Fire. All field offices, utilities, and security shall be provided as part of the Design-Build Price. The DBE shall coordinate with COA for the location of the trailer.

3.6.4.2 Temporary Utilities
The DBE shall provide all temporary utilities required to support construction. The DBE shall be solely responsible for payment of any temporary utilities to support construction.

3.6.4.3 Site Cleanup and Maintenance
The DBE shall comply with General Conditions for Clean Premises.

Through all phases of construction, including suspension of Work and until Final Completion of the Work by COA, the DBE shall keep the worksite and other areas used by it in a neat and clean condition, and free from any accumulation of rubbish and debris. The DBE shall dispose of all rubbish and waste materials of any nature and shall establish regular intervals of collection and disposal of such materials and waste. The DBE shall also keep its haul roads free from dirt, rubbish, and unnecessary obstructions resulting from its operations. Care shall be taken to prevent spillage and/or tracking of soils off site. Any such spillage shall be immediately contained and removed, and the area cleaned.

Equipment and material storage shall be confined to areas accepted by the COA. Disposal of all rubbish and surplus materials shall be off the Site, at the DBE’S expense, all in accordance with local, state, and federal codes and ordinances governing locations and methods of disposal, and in conformance with all applicable safety laws, and the requirements of the Code of Federal Regulations, Title 29, Part 1910, U.S. Occupational Safety and Health Standards (OSHA), and Part 1926, U.S.

Safety and Health Regulations for Construction (OSHA).

3.6.4.4 CCTV Cameras during Construction at Each Site
The DBE shall provide a temporary CCTV camera system at the construction site for the duration of field work at the site. The CCTV video feed shall be always accessible to COA offices via internet connection. Enough cameras and angles of view shall be provided at each site to allow COA to monitor active construction areas at each site.

The system shall include the cameras, an associated operating system, and a server with sufficient memory space to allow 24 hours of video storage minimum for each camera. The operating system shall be capable of remote access via the internet. It shall also include features for selection of cameras, live view mode, and the ability to review recorded video with pause, fast forward, and reverse features.

The videos shall include date and time stamp information. The system shall also allow the ability to download recorded video in a format that can be reviewed easily on other video viewing software.

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Appendix 4. Submittals and Design Process

4.1 Purpose
The purpose of this appendix is to describe the City’s overall intent with respect to its review of various Project documents and submittals from the Design-Build Entity (DBE) through all phases of the Project.

In general, the primary focus of COA’s review is to assure that: 1) Project documents conform to the requirements of the DB Agreement and Appendices (including consistency with the technical concept proposed by the selected DBE); and 2) the Project meets COA's expectations for performance and quality.

4.2 Project Controls (PMIS, Communication Plan, Schedule, SOV) The DBE shall provide required project documents and submittals for COA review consistent with the DBE’s approved submittal protocol, and with the baseline schedule. Should a submittal to COA be delayed beyond the dates shown on the applicable baseline schedule, the DBE shall promptly notify COA’s Representative of such a delay. In no case shall this notice be given less than 14 calendar days prior to the scheduled submittal date, and in no case, shallthis relieve the DBE of its obligation to meet the minimum required submittal times set forth in this Appendix.

COA will provide timely review and comment on all required submittals. Unless otherwise specified or waived by the COA during the Project. COA will review all submittals and return consolidated comments to the DBE no more than 14 calendar days of receiving a submittal.

4.2.1 Project Management Information System (PMIS)
The DBE shall utilize an electronic document control system for submission of all data and documents throughout the duration of the Contract. The Electronic document control system shall be made available by the DBE and to COA, COA’s Representatives, and Construction Manager. The City of Anaheim utilizes Procore, and the DBE is expected purchase the system and make it available to the City of Anaheim and the Construction Manager at no additional cost.

The joint use of this system is to facilitate electronic exchange of information, automation of key processes, and overall management of Contract Documentation.

DBE will arrange sessions of web-based training on the electronic document control system. The DBE should have in-depth knowledge and capabilities to utilize the web-based document management system. Procore should be installed and operational at the start of the design phase and be used for all submittals, RFI’s, inspection requests, financial submittals, and any other official correspondence (i.e., daily reports, meeting agendas and minutes, all correspondence, and submittals).

4.2.2 Communications Plan
The DBE shall submit its draft communications plan for COA review no more than 14 calendar days following Notice to Proceed (NTP). The communications plan, at a minimum, shall address the following:
 Organization of DBE’s Project team including names, roles, and contact information  Organization of COA’s Project team including names, roles, and contact information  Protocols for team communication and documentation of Project communication COA will provide any comments to the DBE and the DBE shall finalize the communications plan. The DBE shall update the communications plan whenever material changes to the team, roles, contact information, or communication protocols occur.

4.2.3 Schedules and Schedule of Values
The DBE shall submit schedules monthly to the COA via the web management system. The DBE shall submit the Schedule of Values required by the Agreement.

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4.3 Design Submittals, Workshops and Technical Reviews

4.3.1 Design Review Intent
In accordance with the terms and conditions of the Design-Build Agreement, COA will review the Project design for consistency with the Contract Documents, The DBE shall collaboratively solicit COA’s input to the design process on a regular basis, including during design progress meetings and in relation to the design submittal packages.

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4.3.2 Design Milestone, Workshop and Technical Review Matrix The following matrix outlines each design milestone, associated design workshops, technical review conducted by the COA and the minimum technical requirements at each milestone.

Design Milestone Design Workshops Technical Review Minimum Technical Requirements Preliminary Design (SD):

Report, Schematic Drawings
(2) – ½ day workshops during design process with
APU stakeholders
Optional: Additional (2) – ½ day workshops during
design process with APU stakeholders
2-hour milestone presentation by DBE
(2) week technical review by APU at the completion of
the milestone
 Design Criteria (all disciplines)
 Underlying code basis for design (all codes)
 Conceptual layouts
30% Design (DD): Design
Development Drawings
(2) – ½ day workshops during design process with
APU stakeholders
Optional: Additional (2) – ½ day workshops during
design process with APU stakeholders
2-hour milestone presentation by DBE
(2) week technical review by APU at the completion of
the milestone, includes back check process of
previous milestone comments
 Design Drawing List
 Specifications List
 Conceptual Drawings
 Site Layouts
 Underground Utility Horizontal Alignments
 Utility Relocations Alignments (if any)
 Potable Water Discharge Connection
 Non-potable Water Discharge Connection
 Preliminary electrical one-line drawings for each Site  Preliminary Design and Construction Phasing and Work Sequencing Plan 60% Design (CD):

Construction Document
Drawings, Specifications,
Engineering Calculations,
Other Documents
NA 2-hour milestone presentation by DBE
(2) week technical review by APU at the completion of
the milestone, includes back check process of
previous milestone comments in Bluebeam Studio
Session
 Final Project Design Report (all disciplines)
 Updated Design Drawing List
 Updated Specifications List
 Updated Site Layouts with space clearly identified for installing equipment  Preliminary Equipment Lists (, mechanical, electrical, plumbing, fueling tank, etc.)  Apparatus clearance analysis
 Drawings
 Building Architectural Plans, Elevations, and Details  Preliminary Architectural Door, Window, Hardware, and Finishes Schedules  Utility Service Layout Drawings
 Preliminary Structural Foundation Plans, Floor Plans, and Sections  Preliminary Mechanical Systems Plans, Sections, and Details  Preliminary Landscape Plan, Details, and Plant Materials List  Preliminary Security Systems Plans
 Mockup of Station Sign
 Mockup of Landscaping (plan view
 Updated electrical one-line drawings
 Preliminary specifications
 Final Design and Construction Phasing and Work Sequencing Plan  Draft reports, calculations, or other information required for permitting 90% Design (CD):

Construction Document
Drawings, Specifications,
Engineering Calculations,
Other Documents
NA 2-hour milestone presentation by DBE
(2) week technical review by APU at the completion of
the milestone, includes back check process of
previous milestone comments in Bluebeam Studio
Session
 Final Drawings included in 60% package plus:
 Construction Staging, Laydown Area, and Limits of Construction Plan  Construction Erosion Control Plans and Details
 Civil, Grading/Paving, Utility Relocation, Yard Piping, Access, and Site Security  Structural
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 Mechanical
 Electrical/Backup Generation/Final One-Line Drawings
 Architectural
 Landscaping/Site Restoration
 Final Specifications
 Final reports, calculations, or other information required for permitting 100% Design (Permit):

Permit Drawings,
Specifications, Engineering
Calculations, Other
Documents
NA (1) week technical back check process of previous
milestone comments. Final closeout of all comments
in Bluebeam Studio Session.

Close out of all technical review comments via Bluebeam Studio. Submittal to all applicable permit agencies.
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4.3.2.1 Design, Construction and O&M Review Workshops
The workshops with the COA shall be coordinated with the team to ensure stakeholders are provided needed input at each applicable design submittal. These workshops are intended to provide COAstaff with an overview of the submitted documents and major aspects of the design to help facilitate COA’s review.

In addition to the major design submittal workshops, the DBE shall conduct workshops to collaborate with the City to include but not limited to:
1) proposal design review
2) risk management and mitigation
3) architectural programming and design
4) landscape design
5) construction sequencing / planning
6) construction kickoff
7) O&M manual
8) commissioning
The allocation of time between these topics shall be cooperatively decided between COA and the DBE.

No later than five business days following the workshops, the DBE shall submit draft minutes to COA for review and confirmation. COA shall comment on the draft minutes no later than five business days after receipt. The DBE shall prepare and distribute final minutes addressing the comments made by COA. Any design issues that cannot be resolved in the normal course of this process shall be resolved in one or more special design review meetings to be held at COA's offices or virtually, as determined by COA.

4.3.2.2 Design Submittal Protocol
The DBE shall submit a Design Submittal Protocol to COA. The Protocol shall identify:
 Each design submittal.
 The reports, calculations, other documents, drawings, and specifications to be included within each design submittal.
 The planned submittal dates for each design submittal (a one-week window of time may be indicated).
 Frequency and expected dates for design review meetings (a one-week window of time may be indicated).

The DBE may revise the Protocol from time to time; however, the original and revised Protocols shall conform to the “no later than” timeframes set herein. If the DBE wishes to deviate from those timeframes, COA concurrence shall be required.

COA’s preliminary identification of the contents of the major design submittal packages to be identified in the Design Submittal Protocol. If concurrent design and construction is proposed, submittals may be provided for each construction package. The DBE also may elect to provide required documents in earlier submittal packages, at its discretion, and may be required to develop additional design packages to support permitting applications.

4.3.3 Design Technical Reviews

4.3.3.1 Bluebeam Studio Sessions
COA’s review comments will occur in a Bluebeam Studio Session lead by APU. The Bluebeam Studio Session will include all reports, drawings, specifications, calculations and other necessary documents. 5 City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)
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4.3.3.2 Review Comment Coding
COA comments will have a column coding system in the Bluebeam Studio Session. The coding system is intended only for use by COA, as Project owner, in commenting on submittals from the DBE and does not apply to permit application reviews by other City of Anaheim agencies.

Review Comment Codes
Code Description
A
Design element is a material change from the Project described in DBE’s Proposal and incorporated into the Appendices to the DB Agreement. COA approval of the change, or modification and resubmittal is required by the DBE.

B
Design element is inconsistent with Basis of Design, Minimum Technical Requirements and/or other requirements of the DBE Agreement or appendices. Make correction or arrange for further discussion with COA.

C Provide additional information as requested in the next submittal of this document or indicate another document where the requested information will be provided.

D Make correction noted in the next submittal of this document or provide explanation (for approval by COA) as to why this correction cannot or should not be made.

E General comment, provide a response.

F General comment, no response necessary.

4.3.3.3 DBE Response to Comments
Following receipt of comments, the DBE shall respond to each comment using the reply function and status menu in the Bluebeam Studio Session.

4.3.3.4 Comment Reconciliation Meetings
Upon award the DBE will be provided a guide to prepare the pdf documents for ease of review. No later than five business days after the COA completes each milestone review, the COA will hold a reconciliation meeting to discuss COA comments no later than five business days to clarify the intent or further discuss review comments. All comments and resolutions discussed should be documented in the Bluebeam Studio Session via the custom back check menu and reply function. The DBE shall hold these reconciliation meetings at COA's offices or virtually, as determined by COA.

4.3.3.5 Subsequent submittal and back check process
After the DBE addresses the milestone comments, the DBE submits the next milestone which is loaded by the COA into the Bluebeam Studio Session. The COA then conducts the next milestone review and back checks comments from the prior review. All open comments on the prior review will be copied into the current review. At the 100%CD phase all comments on the project must be closed prior to submitting for permit.

4.3.4 Concurrent/Phased Design and Construction
COA recognizes that the DBE may elect to proceed with certain construction activities prior to completing design, provided that the DBE has obtained the appropriate permits and approvals to do so.

The DBE shall, as part of its 30% design package, include a Preliminary Design and Construction Phasing and Work Sequencing Plan that describes the DBE’s proposed approach to concurrent design and construction. At a minimum, the phasing plan shall describe the approach to executing each of the major areas of work.

Major work areas to be described in the Preliminary Design and Construction Phasing and Work Sequencing Plan shall include:
 Site security
 Demolition
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 Site grading and drainage improvements
 Access improvements
 Excavation and foundations
 Excavation of buried utilities
 Pipelines and appurtenances
 Electrical facilities
 Site restoration and other improvements
As part of its 60% design package, the DBE shall submit a final Design and Construction Phasing and Work Sequencing Plan showing any additional phasing of design and construction work since submittal of its preliminary plan.

In the event the DBE intends to implement concurrent design and construction, the procedures for design reviews shall be followed for each “100%CD, Issued for Construction” design package.

4.4 Permits Submittals and Reviews
The DBE shall submit its draft and final permitting plans consistent with the permitting responsibilities set forth in the Appendices. The DBE’s permitting plan shall identify all required permits and approvals, associated technical or field studies, submittal dates to COA, submittal dates to the permitting or approving entity, anticipated date for receiving the permit or approval, contact information, and linked permits.

The DBE shall submit drafts of all permit/approval applications for which the DBE is responsible to COA for review and comment. COA will review such draft applications for the accuracy of information related to COA or to previous work conducted by COA. If COA signatures are required for application, the DBE shall submit the final application (or revised application if requested by the entity issuing the permit or approval) to COA for required signatures.

4.5 Construction Submittals and Reviews

4.5.1 Construction Review Intent and COA Access to Project Site COA will review construction activities to verify compliance with the intent of the Design-Build Agreement and Appendices and with the DBE’s plans and specifications. In addition, COA will review construction activities to verify progress payments.

COA and its designated representatives shall have complete access to the site. It is expected that COA will have onsite representatives throughout construction, including throughout startup and commissioning and verification of Final Completion.

The DBE shall be required to provide quality control, inspection, testing, daily reports, and other related services in support of construction. These self-performed or self-directed services shall be independent of any COA provided services. COA will provide construction management, quality assurance and control, and inspection services.

4.5.2 Design Changes during Construction and Authority of the Engineer-of-Record Redesign work or changes following initiation of construction shall be issued under a Design Change Notice (DCN) or similar process that accurately tracks and documents changes to Project design.

Separate DCN logs shall be maintained for design changes related to each construction package. The DBE shall provide COA with copies of all DCNs providing sufficient time to allow COA review and comment in advance of the affected work. Design clarifications shall be issued in a timely manner using a similar procedure.

Notwithstanding the responsibilities of COA and COA’s Engineer of the DB Agreement and General Conditions, the DBE’s Architect of Record (AOR) shall be responsible for providing, and is authorized to make, those design changes necessary to complete the Project so that it can fulfill its intended purposes; however, the AOR is not authorized to unilaterally institute changes that result in a deviation from any of the Project requirements established in the Design-Build Agreement and Appendices unless such 7 City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)
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changes have been reviewed and approved in advance by COA. Further, any design change that would materially increase the Project’s operations and/or maintenance costs shall be reviewed and approved in advance by COA.

4.5.3 Construction Record Documents
As the construction work progresses, the DBE shall maintain a minimum of two duplicate sets of updated Record Documents, as required of the General Conditions. The DBE shall update these sets on a continuous basis and shall never be more than seven calendar days behind the current state of construction. Record Documents sets shall be maintained in sufficiently separate locations with sufficient protection measures to prevent simultaneous damage or destruction.

At a minimum, COA will verify that Record Documents are being kept up to date monthly as part of its process for verifying construction progress and approving payment.

Final Record Documents shall be submitted for COA approval, as a condition of final payment of the General Conditions.

4.6 Submittal Schedule and Review Times
The table below identifies major submittals required by the Appendices including the submittals identified in this Appendix, the required times for providing submittals to COA, and the required times for COA’s review and response. Note that these include times for COA review of draft permit applications but do not specify review times by the permitting agencies. The DBE shall consult with permitting agencies to establish review times within the DBE’s Permit Acquisition Plan and Schedule. 8 City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)
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Required Submittals [Days are calendar days unless otherwise indicated] Submittal Submittal to COA (1) Required Number of Copies Comments from COA (1) Reference Preliminary Submittals
Project
Communication
Plan
10 days from Notice to
Proceed
One executable electronic copy,
One PDF 5 business days after
date of receipt
Comments to be discussed during
Initial Conference required under the
DB Agreement
Schedule of Values 10 days from Notice to
Proceed
One executable electronic copy,
One PDF 5 business days after
date of receipt
DB Agreement
Comments to be discussed during
Initial Conference and during
Preliminary Submittal Conference
Design Submittal
Protocol
14 days from Notice to
Proceed
One executable electronic copy,
One PDF 5 business days after
date of receipt
Comments to be e discussed during
Preliminary Submittal Conference
Detailed Resource-
Loaded Baseline
Schedule
10 days prior to the start of
construction for DBE’s
initial submittal. Expected
that agreement on the
Detailed Resource-Loaded
Baseline Schedule may
require several iterations
One executable electronic copy,
One PDF
10 days after date of
receipt
General Conditions
Comments to be discussed during
Preliminary Submittal Conference
Proposed DB
Progress Report
Format
10 days from Notice to
Proceed
One executable electronic copy,
One PDF 5 business days after
date of receipt
Comments to be discussed during
Preliminary Submittal Conference
Ongoing Management Submittals (with pay applications)
DB Progress
Schedules
Monthly with Progress
Reports/Pay Applications
One executable electronic copy,
One PDF 14 days after date of
receipt
9 City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)
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Required Submittals [Days are calendar days unless otherwise indicated] Submittal Submittal to COA (1) Required Number of Copies Comments from COA (1) Reference DB Progress
Reports and Pay
Applications
Monthly
One executable electronic copy
One PDF
10 days to identify any
problems
30 days for after receipt
of complete and
acceptable pay
application
DB Agreement
General Conditions
Other Management Submittals
Draft Design Quality
Management Plan
including detailed
design and
permitting QC
procedures
14 days from Notice to
Proceed
One executable electronic copy
One PDF 14 days after date of
receipt
General Conditions
Comments to be discussed o be
discussed during Preliminary Submittal
Conference
Final Design Quality
Management Plan
including detailed
design and
permitting QC
procedures
14 days after receipt of
COA comments
One executable electronic copy
One PDF NA General Conditions
Draft Construction
QA/QC Plan
including detailed
construction QC
procedures
90 days prior to the start
of construction
One executable electronic copy
One PDF 21 days after date of
receipt General Conditions
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Required Submittals [Days are calendar days unless otherwise indicated] Submittal Submittal to COA (1) Required Number of Copies Comments from COA (1) Reference including testing
(concrete,
earthwork)
Final Construction
QA/QC Plan
14 days after receipt of
COA comments
One executable electronic copy
One PDF NA General Conditions
Permitting, Site Investigations and Design Submittals
Preliminary Permit
Acquisition Plan(s)
30 days from Notice to
Proceed
One executable electronic copy
One PDF 14 days after date of
receipt
Final Permit
Acquisition Plan
14 days from receipt of
City comments
One executable electronic copy
One PDF NA
Draft Permit
Applications and
Associated Reports
As indicated in Initial and
Detailed Baseline
Schedules
One executable electronic copy
One PDF
14 days after date of
receipt of each draft
application
Permit Applications
for Signature
As indicated in Detailed
Baseline Schedules
Two copies (one to be retained
by COA)
3 business days after
date of receipt of each
final application
requiring signature
Engineering Studies
and Reports
As indicated in Detailed
Baseline Schedules but no
later than 60% design
package
One executable electronic copy
One PDF 14 days after date of
receipt
Arch flash study, surge analysis report,
geotechnical evaluation report, and
potholing report
Preliminary Design
Report
As indicated in Baseline
Schedule and Design
Submittal Protocol
One executable electronic copy 21 days after receipt
11 City of Anaheim Public Utilities – Crew Quarters Building Request for Proposal (RFP)
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Required Submittals [Days are calendar days unless otherwise indicated] Submittal Submittal to COA (1) Required Number of Copies Comments from COA (1) Reference One PDF
30% Design
Package(s)
As indicated in Initial
Baseline Schedule and
Design Submittal Protocol
Responses to COA
comments within 14 days
of receipt
One executable electronic copy
via submittal portal
One PDF
21 days after date of
receipt
60% Design
Package(s)
As indicated in Initial
Baseline Schedule and
Design Submittal Protocol
Responses to COA
comments within 14 days
of receipt
One executable electronic copy
via submittal portal
One PDF
21 days after date of
receipt
“Issued for
Construction”
Design Package(s)
(Approximately 90-
100% design and
as required by
entities issuing
permits/approvals)
As indicated in Initial
Baseline Schedule and
Design Submittal Protocol
Responses to COA
comments within 14 days
of receipt
2 hard copies including 2 hard
copies of half-size drawings
Also include 2 hard copies of
full-size drawings
One executable electronic copy
via submittal portal
One PDF
21 days after date of
receipt
Construction and Construction-Related Submittals
Construction
surveys of
completed
construction
As part of record
document submittal
14 days after date of
receipt
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Required Submittals [Days are calendar days unless otherwise indicated] Submittal Submittal to COA (1) Required Number of Copies Comments from COA (1) Reference Construction
Access and Traffic
Management Plan
(draft)
60 days prior to start of
construction
One executable electronic copy
One PDF 14 days after date of
receipt
Construction
Access and Traffic
Management Plan
(final)
14 days from receipt of
comments
One executable electronic copy
One PDF NA
Construction Spill
Prevention,
Containment, and
Response Plan
(final)
14 days from receipt of
comments
One executable electronic copy
One PDF NA
Construction
Record Documents
Condition of Final
Completion
One executable electronic copy
One PDF Approval Required
Startup and Commissioning, Training and Operational Planning Submittals Initial draft Startup
and Commissioning
Plan
No less than 120 days
prior to start of startup
activities
One executable electronic copy
One PDF 30 days after date of
receipt
Final Draft Startup
and Commissioning
Plan for concurrence
No less than 45 days prior
to start of startup activities
One executable electronic copy
One PDF 7 days after date of
receipt
Final Startup and
Commissioning
Plan
No less than 30 days prior
to start of startup activities
One executable electronic copy
One PDF NA
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Required Submittals [Days are calendar days unless otherwise indicated] Submittal Submittal to COA (1) Required Number of Copies Comments from COA (1) Reference Final O&M Manuals No less than 30 days prior
to start of startup activities
2 hard copies (confirm with COA
at project close out)
One executable electronic copy
One PDF
NA
Final Vendor
Service Manuals
30 days prior to start of
commissioning activities
2 hard copies (confirm with COA
at project close out)
One executable electronic copy
One PDF
NA
(1)All days are calendar days unless otherwise indicated (2) See table Documents to be included with these submittals. (3)DBE may propose further breakdown 30% package into construction work packages as part of its preliminary Design/Construction Phasing and Work Sequencing Plan.
(4)DBE and may propose further breakdown 60% package into construction work packages as part of its final Design/Construction Phasing and Work Sequencing Plan.
(5)Multiple drafts may be required to obtain COA concurrence. 14 City of Anaheim Crew Quarters Building
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Appendix 5. Permits and Approvals

5.1 Purpose
The purpose of this appendix is to define the responsibilities and allocation of risk between the City (COA) and the Design Build Entity (DBE) regarding obtaining and complying with permits and approvals that are required for the Project.

5.2 Overall Responsibility of the DBE for Obtaining Permits and Approvals
Unless otherwise specified below, the DBE shall act as COA’s agent in obtaining permits and approvals and shall be responsible for obtaining all permits and approvals necessary for design, construction, and operation of the Project.

In connection with these responsibilities, the DBE shall be responsible for performing all supporting studies, including fieldwork and analyses, and for preparing all required documents, including but not limited to 1) all environmental mitigation and monitoring plans required by Project CEQA documents; 2) all studies required to support permit applications; and 3) all studies and work necessary to comply with permit conditions. The DBE shall comply with conditions of all permits and approvals, whether obtained by COA or by the DBE.COA will pay all permit and approval fees regardless of whether the permit or approval is obtained by the City or by the DBE through the prescribe Allowance.

5.3 COA Support for DBE’s Permitting Efforts

5.3.1 General
COA will assist the DBE by providing supporting information for permit applications where that information has been developed by or is readily available to COA. COA will also review permit applications, attend pre-application meetings, and permit hearings if any at the request of the DBE.

5.3.2 COA Efforts to Facilitate Required City of Anaheim Approvals Various departments within the City of Anaheim issue permits and approvals that will be required for construction of the Project. These permits and approvals and the issuing departments are provided. Even though the Project will be owned and is being sponsored by AF&R, the DBE shall be responsible for obtaining all permits and approvals issued by the Anaheim Department of Public Works, the City of Anaheim Planning Department, and the City of Anaheim Building Division and all other departments within the City of Anaheim. The City Representative (Project/Construction Manager) and AF&R do not have any permitting privileges with other City departments and cannot expedite the permitting process. However, the City Representative (Project/Construction Manager) has, taken a number of steps to facilitate the City permitting and approvals process. This includes holding meetings with the Anaheim Department of Public Works, the City of Anaheim Planning Department, and the City of Anaheim Building Division to discuss the intent of the Project, the overall Design-Build Process, and requirements for application submittals.

5.4 Future Regulatory Changes
The DBE shall be responsible for monitoring the status of regulatory and permit program changes that may affect development of the Project including but not limited to Project design and performance. The DBE shall promptly notify the City of such changes.

5.5 DBE’s Permit Acquisition Plan
The DBE shall submit a Permit Acquisition Plan within 90 days of the NTP.

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A5-2

5.6 Project Permits and Approvals
The Table provided identifies major permits and approvals that will be required for the Project. The DBE shall be responsible for obtaining and maintaining any permits and approvals where the DBE is listed as the “application manager.”
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Responsibilities for Permits and Approvals
Name of Approval Issuing Entity
Permittee/
Approval
Holder
Application
Manager
Responsibility for Obtaining/Supporting
Permit Application Process
CEQA Documents
and Environmental
Review Process
City of Anaheim
Building Division
City of Anaheim
Public Utilities COA
COA: COA is responsible for preparation of CEQA documents and CEQA compliance requirements.

DBE: The DBE shall be responsible for compliance with those CEQA mitigation measures identified in the Mitigation Monitoring and Reporting Plan related to design and construction and will provide COA with supporting information as needed for COA to verify compliance.

Approval for
Connection to
Existing Storm
Drains
Anaheim Public
Works
City of Anaheim
Public Utilities DBE
DBE: The DBE shall apply for and obtain APW approval for any connections to APW’s existing storm drain system.

COA: COA will provide general support.

Approval for System
Discharge
Orange County
Flood Control
District
(OCFCD)
City of Anaheim
Public Utilities DBE
DBE: The DBE shall prepare the forms and submit to OCFCD for permission to release water to existing storm drains or channels.

DBE shall obtain discharge restriction requirements from OCFCD prior to preparation of the forms.

COA: COA will provide general support to fill the forms required to attain permission from OCFCD.

Storm Water Master
NPDES Permit
Modification
Approval
California State
Water Resources
Control Board
City of Anaheim
Public Utilities DBE
DBE: The DBE shall apply for and obtain any such required approval(s) to allow discharge to the existing storm drain systems at the site to discharge to the potable water system.

COA: COA will provide general support.

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Responsibilities for Permits and Approvals
Name of Approval Issuing Entity
Permittee/
Approval
Holder
Application
Manager
Responsibility for Obtaining/Supporting
Permit Application Process
Service Connection
Approval for
Temporary Utilities
(construction power,
water, sewer etc.)
COA (Electrical
Services and
Water)
City of Anaheim or
Orange County
Sanitation District
(Sewer)

DBE DBE
DBE: The DBE shall be responsible for obtaining all required approvals for temporary utilities required for construction. For electrical and water service, such applications are coordinated through the Anaheim Building Division.

COA: COA, as owner of the Project, will provide general support.

Grading Permit
City of Anaheim
Department of
Public Works
City of Anaheim
Public Utilities DBE
DBE: The DBE shall apply for and obtain the required permit or permits and shall submit all required drawings, specifications, reports and supporting calculations. The DBE shall include site work, grading erosion control, site demolition and drainage improvements needed as part of the full project drawing set submitted for the Building Division and Public Works permits.

Water Quality Management Plan(s) approval(s) and review of Project Geotechnical Reports are incorporated into the grading permit approval.

COA: COA will provide general. In addition, COA has confirmed that Anaheim Public Works will consider approving an early Site Work and Drainage Permit prior to completion of all drawings and specifications required for Building Permits.

Building Permit City of Anaheim
Building Division
City of Anaheim
Public Utilities DBE
DBE: The DBE shall apply for and obtain the required permit or permits and shall submit all required drawings, specifications, reports and supporting calculations. Building Permits cover structural, mechanical, electrical, HVAC and Plumbing systems.

The City of Anaheim Building Division also coordinates: Planning Department reviews and approvals, which cover architectural design, and compliance with planning requirements such as land use and zoning consistency and operational noise; COA electrical service approvals for service connections
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Responsibilities for Permits and Approvals
Name of Approval Issuing Entity
Permittee/
Approval
Holder
Application
Manager
Responsibility for Obtaining/Supporting
Permit Application Process
transformers (if required to meet capacity limitations) and meters for permanent electrical service; and Anaheim Fire and Rescue fire/life safety reviews (a separate and additional submittal will be required by Anaheim Fire and Rescue should fire sprinklers be required). Reviews and approvals by the Planning Department, COA, and Anaheim Public Utilities are incorporated into the issued building permit, except for a separate Fire Sprinkler Permit, if required.

COA will provide general. The Building Division will assign a single reviewer to the permit applications if they are submitted in a sequential basis with at least 20 days between each submittal.

The DBE is strongly encouraged to meet with the Building Division in advance to reach an agreement on the sequencing and scheduling of permit applications. COA has also confirmed that the Anaheim Building Division will consider but not guarantee issuing an early structural permit for excavation and foundations prior to issuing a building permit covering the remainder of construction.

The new buildings’ Certificate of Occupancies shall be
considered punch list items.

Sprinkler Permit or if
any buildings added
or repurposed
Anaheim Fire and
Rescue
City of Anaheim
Public Utilities DBE
DBE: The DBE shall apply for and obtain the required permit or permits and shall submit all required drawings, specifications, reports and supporting calculations.

COA: COA will provide general support.

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Responsibilities for Permits and Approvals
Name of Approval Issuing Entity
Permittee/
Approval
Holder
Application
Manager
Responsibility for Obtaining/Supporting
Permit Application Process
South Coast Air
Quality Management
District (SCAQMD)
SCAQMD City of Anaheim
Public Utilities DBE
DBE: The DBE shall be responsible for obtaining any permits and approvals from SCAQMD that are necessary for the construction or operation of the Project, including any approvals necessary for standby generators.

COA: COA will provide general support.

Right of Way
Construction Permits
Anaheim Public
Works
City of Anaheim
Public Utilities DBE
DBE: The DBE shall apply for and obtain the required permit or permits and shall submit all required drawings, specifications, reports and supporting calculations. It is anticipated that right of way construction permits may be necessary. The DBE shall include any work in street right-of-way needed as a separate standalone drawing set submitted to Public Works for a Right-of Way Construction Permit.

COA: COA will provide general support.

Permits or Approvals
Unique to DBE’s
Design
As described in
DBE’s proposal
As described in
DBE’s proposal DBE
DBE: The DBE shall be responsible for obtaining any permits that are unique to its design concept as identified in its Proposal.

COA: COA will provide general support.

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9 D.O. 172 Effective Date: August 1, 2010 Page 12 of 17

Attachment E

Electric & Water Critical Infrastructure Information (CII) Contractor/Consultant Non-Disclosure Agreement

This Electric & Water Critical Infrastructure In formation Non-Disclosure Ag reement (Agreement) dated __________________, 20___ is between the City of Anah eim Public Utilities De partment (Anaheim) located at 201 S. Anaheim Blvd., Su ite 1101, Anaheim, California 92805, and _______________________________________________________________ (“Contractor/Consultant”).

The subject of this Agreement concer ns Electric & Water Critical Infras tructure Information, which the Contractor/Consultant would like to obtain from Anaheim for use in conjunction with a City of Anaheim contract or City of Anaheim Project No. ________________ , if applicable, or more commonly referred to as_____________________________________________________________________________ _______________________________________________________________________________.

Whereas, Critical Infrastructure Information (CII) as defined by Anaheim includ es existing and proposed systems and assets, whether physical or virtual, the incap acity or destruction of which would negatively affect security, economic interest, public health or safety, or any combinati on of those matters. Even though a project may be small, destruction of the project could have serious consequences, particularly where it is a part of a larger overall system, such as access points to the water or electric distribution systems. Computer systems that control or are part of critical infrastructure are included.

Whereas, various entities includin g Federal Energy Reg ulatory Commission (FERC) and the Department of Homeland Security, among others, require that public agencies institute procedures to ensure the safe storage and secure handling of CII, documentation, or records that should be protected and not disclosed.

Whereas, CII is valuable, sensitive, and protected by law or strict Anaheim policies. The intent of these laws and policies is to assure that CII remains confidential – that is, it will be used only as necessary to accomplish Anaheim’s goals or mission. Disclosure of CII in any manner that permits re view or interceptions by unauthorized persons is prohibited. CII may only be released to persons with a need-to-know upon the written authorization from Anaheim. CII includes information, documenta tion, or records marked as such relating to Anaheim’s electric and water infrastructure security or protected systems.

Whereas, all information, documents, records, or other materials includin g CII (collectively “Information”) provided to the Contractor/Consultant and/or its agents shall remain the sole and exclusive property of Anaheim. Such Information may not be modified, reprod uced, republished, redistri buted, or presented for sale, completely or in part, and doing so may result in legal liability and/or injunctive relief. All Information provided is only to be used in conjunction with the contract or project as referenced above.

NOW, THEREFORE, in consideration of the mutual pr omises, covenants and conditions contained herein, Contractor/Consultant understands and hereby agrees as follows:

1. Certain information, documents, records, and/or other materials which Contractor/Consultant and its agents will receive from Anaheim may contain CII.

2. Contractor/Consultant and its agents may learn of or have access to some or all of this CII through a computer system or current or potential contractual relationship with Anaheim.

3. Contractor/Consultant and its agents are obligated to protect this CII from unauthorized disclosure and will safeguard the confidentiality of the CII that it /they/I has/have access to at all times in accordance with the terms of this Agreeme nt, and are obligated to notify An aheim of subpoena s, requests to produce, or other administrative or legal actions to obtain CII or copies of CII in sufficient time for D.O. 172 Effective Date: August 1, 2010 Page 13 of 17

Anaheim, in its sole discretion, to take the appropriate action to protect its CII from unauthorized disclosure.

4. Contractor/Consultant and it s agents will not in any way divulge, copy, release, sell, loan, alter or destroy any CII except as properly authorized within the scope of its/their/my An aheim related duties, obligations, or business activities.

5. Contractor/Consultant and its agen ts will safeguard and not disclose its/their/my access information, code, or any other authorization means that it/they/ I has/have that allows Contractor/Consultant and its agents to access CII.

6. Contractor/Consultant and its agents have no right or ownership interest in an y CII referred, disclosed, or provided in response to this Agreement.

7. Negligent or willful violation of this Agreement may subject Contractor/Cons ultant and its agents to adverse consequences, which may include, but are n ot limited to, termination of Anaheim contracts or work, legal liability, and/or injunctive relief.

8. Contractor/Consultant and its ag ents accepts/accept responsibility for Contractor/Consultant and its agents use, misuse, or wrongful disclosure of CI I and for Contractor’s/Consultant’s and its agents’ negligent or willful failure to safeguard access information, code or other authorization means for access to CII.

9. Upon completion of the contract or project, Contr actor/Consultant and its age nts hereby certify that it/they/I will return to Anaheim the CII that is r eceived pursuant to the Anaheim authorization or will cause the same to be shredded or destroyed in such a manner so as to ensure that the CII is rendered incapable of review or interceptions by unauthorized persons.

10. Execution of this Agreement shall not nullify or affect, in any manner, any other agreement, non- disclosure or otherw ise, which Contractor/Consultant or its age nts have executed eithe r individually or on behalf of a third party or which may be executed in the future with Anaheim.

11. All obligations with respect to the confidenti ality and security of all CII disclosed to Contractor/Consultant and its agents shall survive the termination of this Agreement, any other agreement, or a personal or business relationship with Anaheim.

12. Contractor/Consultant and it s agents will conduc t itself/themselves/myself in strict conformance with all applicable laws, including the Anaheim Municipal Code as well as Anaheim policies governing CII.

13. Anaheim, in its sole discretion, may at any time revoke the Contractor’s/C onsultant’s and its agents’ authorization to access CII.

This Agreement shall be governed by and construed in accordance with the laws of the State of California, irrespective of its choice of law principles, and the ve nue for any dispute arising out of this Agreement shall be Orange County, California. If any provisions of this Agreement shall be held by a court of competent jurisdiction to be invalid, unenforceable or void, the re mainder of this Agreement shall remain in full force and effect.

This Agreement constitutes the entire agreement between Anaheim and Contractor/Consultant and its agents with respect to the specific subject ma tter hereof, and supersedes all written and oral communications about the specific subject matter hereof. No modifications or revisions shall be of any force or effect, unless the same is in writing and executed by Anaheim and Contractor/Consultant and its agents.

Each signatory below represents that he or she is d uly authorized to sign this Agreement on behalf of the Contractor/Consultant and its agents for whom he or she signs.

D.O. 172 Effective Date: August 1, 2010 Page 14 of 17

IN WITNESS WHEREOF, this Agreement has been duly executed by the undersigned.

_________________________________________ ______________________________________ Printed Name of Individual T i t l e D a t e

_________________________________________ ______________________________________ Signature of Individual Business Phone Number

_________________________________________ ______________________________________ Company Name Fax Number

_________________________________________ ______________________________________ A d d r e s s E - m a i l A d d r e s s

_________________________________________
City, State, Zip Code

Original: Public Utilities Departme nt – Records & Information Manager Copies: Contractor/Consultant

Rev. Date 8/1/2010