Pismo Beach City Council
July 18, 2023

Technology Design Specifications
City of Pismo Beach
New Police and Fire Facility

1. The following systems will be part of the technology design for the new facility:
a. Structured Cabling.
b. Telephone.
c. Network Switching (by Owner).
d. Wireless.
e. Audio/Visual Systems.
f. Security
i. Video Surveillance.
ii. Access Control (Door and Gate Access).
iii. Door Intercom at Main Entrances.
g. Fire Alert/Paging.
h. Radio Systems.
i. Radio system antennas, equipment, and installation by Owner’s radio vendor. ii. Construction Manager to provide the following:

1. Rooftop supports for radio antenna.

2. Pathway from roof antennas to Main Network Room (MDF).

3. Bi-directional Antenna system with building, if required.

2. These systems will interact in the following zones or areas of the buildings:
a. Police.
i. Lobby.
ii. Offices.
iii. Processing.
iv. Evidence.
v. Meeting/Briefing Rooms.
b. Dispatch.
c. Fire.
i. Shared Spaces.
ii. Engine Bays.
iii. Sleeping Rooms.
d. Community Center/Training Rooms (EOC in Emergencies). e. Site.

3. Structured Cabling
a. Structured cabling will be the backbone infrastructure for most of the technology systems. Provide the following project scope:
i. Furnish and install a Structured Cabling System, including installing patch cables at both ends.

ii. Install new work area cabling.
iii. Mount the access points. Access points are provided by the Owner, including standard manufacturer’s mounting brackets. Contractor is responsible for any specialty mounting brackets and all final mounting.
iv. Furnish and install network cabinets in the Telecom Rooms (MDF and IDFs). v. Furnish and install cabling pathway, in the form of metal conduits, raceways, basket tray and ladder racks.
vi. Basket tray and ladder racks in the MDF and IDFs are by the Structured Cabling & Security Systems Contractor.
vii. Where Police and Fire are separated into two buildings, provide underground conduit pathway between the MDF in one building and an IDF in the adjacent building.

1. Also provide conduit pathway between Police Station and the Enclosed Vehicle Storage.
viii. Provide patch cables to Owner.
ix. Provide contractor’s one-year parts-and-labor warranty. x. Provide Structured Cabling System manufacturer’s 25-year warranty. xi. Provide five-year manufacturers’ warranties for security equipment, fire alerting/paging, and A/V systems.
xii. Provide labeling.
xiii. Provide cable testing.
xiv. Provide telecommunications bonding & grounding within MDF and IDFs. xv. Provide as-built documentation and manuals.
xvi. Complementary electrical work

1. The project Electrical Contractor will provide deep electrical back boxes in walls, with conduit to above ceiling.
a. Provide protective bushings on conduit ends.
b. Where conduit is adjacent to an area that is exposed to structure above, extend conduit to an area above an accessible ceiling.
c. Provide 1” minimum conduit. Provide 1” conduit for up to 6 x Cat 6a cables.

Provide conduit sized for 40-percent fill rate for more than 6 cables. d. Provide separate 1 ¼” conduit for A/V locations.

2. Provide conduit sleeves into all rooms. Provide 3 x 1-1/2-inch EMT conduits into inhabited rooms. Provide 1 x 1-1/2-inch EMT conduit into storage and mechanical/electrical rooms. Provide protective bushing on both ends of conduits. Anchor conduits to wall structure. Grout conduit to wall. Structured Cabling and Security System Contractor to provide firestopping after cable installation.

3. Provide 500-pound pull string in all conduits.

4. Provide power outlets for Power Distribution Units in network cabinets, and Uninterruptible Power Supply (UPS) units. Provide single-phase and multi-phase power, as required.

5. Power to electrical circuits and mechanical cooling units serving network rooms (MDF and IDFs) shall be on emergency circuits, linked to an emergency power source.

6. Oversize neutral wiring for all power circuits serving network rooms and serving all data outlets. The purpose is to prevent harmonics.

7. Provide dedicated circuits for network room (MDF/IDF) and for A/V locations.

8. The Structured Cabling & Security Systems Contractor to provide additional conduits and raceways required to perform its work.

9. Provide building grounding and bonding as required.
a. Provide grounding and bonding as noted in technical requirements. b. Specific technical requirements
i. Adequate network (and telecommunications) rooms

1. Main Network Room (Main Data Frame - MDF)
a. Minimum size 500 square feet (19’W x 26’L)
b. Space for up to 10 lockable network cabinets
c. Locate MDF in Police area or in Share Services area. i. Where Police building is separate from the Fire building, locate the MDF in the Police building.
d. Verify room fire rating with Authority Having Jurisdiction. e. Electrical subpanel in room
f. Freestanding Uninterruptible Power Supply (UPS) battery backup – approximately 10-15kVA
i. Electrical contractor to provide direct power circuit to UPS. g. Telecommunications Main Grounding Busbar (TMGB), attached to nearest building ground or electrical power.
i. Connected to main building ground or to building ground bar in nearest electrical panel (by Electrical Contractor).
ii. Telecommunications Bonding Backbone between MDF and IDF (by Electrical Contractor).
iii. Grounding bus bar in cabinets
iv. Bond all hardware components, cabinets, and ladder rack to the TMGB v. Test bonding differential between hardware components and the building ground with two-point testing.
h. Freestanding air conditioning unit, sizing based on network equipment power requirements.
i. Thermostat in room.
i. Fire suppression in room
i. Dry pipe (minimum).
ii. Or FM2000 system (inert gas).

1. Requires room, openings, doors, and conduit sleeves to be fully sealed.
j. 4-foot clearance on front, back, and the aisle side of each row of network cabinets
k. Network cabinets 32” W x 44” D x 84” H, with lockable, ventilated front and back doors.
i. Seismic-rated cabinets with seismic supports.
ii. Fan kit.
iii. Horizontal cable managers – 6 per cabinet.

iv. Vertical cable managers – 4 per cabinet (2 in front and 2 in back of each cabinet).
l. 2 Power Distribution Units (PDUs) per cabinet.
i. Provide 2 x 30A metered PDUs with 2 x 20A circuits per PDU. m. 18-inch-wide ladder rack, running from sleeves in walls to above rows of network cabinets.
n. Vertical cable management at vertical cable runs within the room, including sleeves through wall and roof deck.
o. No ceiling required in MDF.
p. Fire retardant treated plywood backer board on one full wall.

2. Battery Room
a. Houses batteries for UPS and Radio systems
b. Minimum size 115 square feet (9’-6” W x 12’ L).
c. 1-hour (minimum) rated wall around battery room. Verify fire rating with the Authority Having Jurisdiction.
d. Adjacent to MDF.
e. Adjacent to outside wall
i. Provide positive ventilation to the outside, to prevent fumes from battery acid from entering other spaces in the building.

3. Intermediate Network Room (Intermediate Data Frame - IDF) a. Provide at least one IDF for the complex. If the longest proposed cabling run from the MDF or IDF to any data location exceeds 250 feet, provide a second IDF.
i. Provide one IDF for the Fire Station.
ii. Provide one IDF for the second floor of the Police Station. iii. Verify cabling distance from MDF to the far corner of the Police Station first floor, using the hallway for the path. If the distance to farthest first- floor data location is greater than 250 feet, provide an IDF on the first floor, in the Police area.
b. Minimum size 115 square feet (9’-6” W x 12’ L).
c. Space for up to 2 lockable network cabinets.
d. Verify room fire rating with Authority Having Jurisdiction. e. Electrical subpanel nearby.
f. UPS battery backup in racks: 3-5 kVA each.
g. Telecommunications Grounding Busbar (TGB), attached to nearest building ground or electrical power.
i. Connected to main building ground or to building ground bar in nearest electrical panel (installation by Electrical Contractor). ii. Telecommunications Bonding Backbone (TBB) between MDF and IDF(s).

TBB by Electrical Contractor. Size per requirements local building code and the authority having jurisdiction.
h. Freestanding air conditioning unit, sizing based on network equipment power requirements. Unit may be ceiling mounted.
i. Thermostat in room.
i. Fire suppression in room.

i. Dry pipe (minimum).
j. 4-foot clearance on front, back, and aisle side of network cabinets. k. Network cabinets 32” W x 44” D x 84” H, with lockable, ventilated front and back doors.
i. Seismic-rated cabinets with seismic supports.
ii. Horizontal cable managers – 6 per cabinet.
iii. Vertical cable managers – 4 per cabinet (2 in front and 2 in back of each cabinet).
l. 2 Power Distribution Units (PDUs) per rack. Size PDUs per power load requirements.
m. Ladder Rack in IDF provided by Structured Cabling and Security Systems contractor.
n. Vertical cable management at vertical cable runs within the room o. Fire retardant treated plywood backer board on one full wall c. Basket Tray

1. Provide 18-inch-wide wire basket raceway through main circulation hallways.

Path shall originate at the MDF and IDF(s).
a. Where basket tray is exposed to view, color coating of tray shall match painted color of exposed elements.
d. Conduit between buildings

1. Provide 3 x 4” PVC conduits.

2. Provide #12 copper trace wire. Bond trace wire to MDF TMGB or IDF TGB at both ends.

3. Provide 1200-pound pull tape in conduits.

4. Provide caps at both end of unused conduits.

5. Provide seismic expansion joint for conduit runs.

6. Total bends shall not exceed 270 degrees.

7. Minimum conduit depth – 2 feet.
e. Cabling requirements for other areas
i. 1 pair of 2 data locations on opposite walls per office for a total of 2 pairs of 2 data locations per office.
ii. 2 data locations (jacks) per wireless access point. iii. 1 pair of wall data locations on opposite walls of conference room for a total of 2 pairs of wall data locations per conference room. 4 data jacks on biscuit jack above ceiling, for audio-visual and wireless.
iv. 1 pair of data locations in storage rooms (futureproofing). v. 48 data locations in the Training/Community Room/EOC. vi. 1 pair of data locations in each firefighter’s sleeping room, near the desk area. vii. 1 data location for each clock location.
viii. 1 pair of data locations to the back of each flat panel or projector. ix. 1 data location to video surveillance cameras.
x. 1 data location to each door access location.
xi. 1 data location to each door intercom location.
xii. 1 data location to each speaker location (confirm cabling type with Fire Alert/Paging System manufacturer/vendor).

xiii. 1 data location to each building automation system controller. xiv. 1 data location to each lighting/environment control location. f. Cabling technical requirements
i. Category 6a Ethernet cabling (reduced diameter preferred, if available from cabling manufacturer).
ii. Recommended manufacturers

1. Belden

2. CommScope

3. Hubbell

4. Panduit
iii. Single mode OS2 fiber between telecom rooms.

1. Provide cabling with armored jacket
iv. Rack-mounted fiber enclosures.
v. Fusion spliced fiber pigtails.
vi. Basket tray in corridors above ceiling.
vii. J-Hook supports above accessible ceilings, spaced 4 to 5 feet on center. viii. Conduits above inaccessible ceilings (min. 1”). Size conduit to maintain minimum 40- percent rate.
ix. Provide firestopping at sleeves. Caulk both sides of conduit. x. 40 percent fill rate for conduits and sleeves.
xi. Patch cables

1. Provide 1 x 10’ patch cable at workstation or device end.

2. Provide 28-gauge 1 x 3’ patch cable at patch panel end.

3. Verify patch cable lengths with Owner prior to ordering.

4. Patch cable color chosen by Owner.
xii. Label both ends of cable, within 6” of end. Also label at workstation and patch panel. xiii. Label cable at major cabling routes.
xiv. Test Category 6a and fiber per industry standards. xv. Provide firestopping at all openings through walls and floors. xvi. Provide weather stopping at exterior openings.

4. Telecommunications Systems
a. Voice-over-IP (VoIP) telephone system to be provided by Owner. b. Telephone system will run on the same Category 6a cabling as the data equipment. c. Provide wall space in MDF for telecom service provider’s entrance facility equipment. i. Bond telephone vendor equipment to the room main telecommunications bonding bus bar.
d. Provide space in equipment cabinet for VoIP routers, call managers, and voice mail servers.
i. Owner will determine the cost-effectiveness of a cloud vs. on-premises solution. e. Telecommunications Entrance Facilities
i. Provide two sets of conduit pathways to separate locations at the edges of the project site.

1. Ideally, the separate locations shall be on two different sides of the property. At minimum, the locations shall be separated by at least 100 feet along the property line.
a. Provide 3 x 4” IMC conduits to each location
b. Provide 24” x 36” x 24” deep hand hole to each cable location, at the property line, with cover rated for the surface conditions.
i. Provide tamper-resistant bolts for cover.
ii. Provide pull bar tool to the Owner.

2. Pathways will provide independent pathway for two potential Internet Service Providers.

3. 1 of the conduits at each location will allow separate cabling route for Dispatch Call Center telephone system vs. cable serving the rest of the facility.

4. Dispatch telephone and communications systems shall be in a separate locked cabinet (or locked cabinet section) from the rest of the network and telecommunications equipment.

5. Network Switching.
a. Equipment provided and installed by the Owner.

1. The exception will be video surveillance camera switching, which will be provided by the video surveillance vendor.
b. PoE+ Switches (PoE++ switches or power injectors for multisensor exterior cameras with infrared capacity).
c. 10 Gb backbone SFP+ modules over single-mode fiber.
d. CJIS-mandated separation between police information and the City’s network. e. The Owner will provide power requirements for the specification of power, cooling equipment, and battery backup for the network rooms.
f. Where possible, network and server equipment will have dual power supplies. One power supply will be connected by PDU directly to building power circuits. The second power supply will be connected by PDU to UPS power circuits.

6. Wireless.
a. Equipment provided by City and installed by low-voltage contractor. b. 802.11ax standard.
c. Design for both full coverage in all interior and exterior areas, and density in meeting areas.
d. PoE+.
e. Enclosures for securing and protecting wireless in public and exterior locations. f. Secure wireless for staff.

7. Audio/Visual Systems.
a. Community Room
i. Per Assistant City Manager, displays shall be easy to use, requiring minimal technical skills for anyone who uses them.
ii. 7,000 to 8,000-lumen laser projector, ceiling-mounted.

1. Provide projector mounting accessories and pendant pole, if required.

iii. 130” to 140” 16:9 motorized projector screen. Ceiling or wall mounted. Electrical Contractor to provide power and control wiring.

1. Provide screen material with minimum 65-percent Ambient Light Rejection (ALR). iv. Provide digital controls through a touch panel screen on the wall. v. Digital control equipment housed in main telecom room (MDF). vi. Provide speakers mounted in a grid spaced at approximately two times the ceiling height.
b. Provide flat panel displays for meeting rooms.
i. Provide flat panel displays for other meeting rooms, sized for 4 times the height of the display to farthest point in the room. Maximum size for flat panel – 86 inches. c. Provide an AV outlet location near each display or projector, so staff member or guest can plug in an HDMI connector to display on flat panel. i. Provide a signal send and receive extenders, if the cable length, including patch cables, will be more than 10 feet from the A/V outlet to back of the display or projector.
d. The display shall have a wireless connection as well. PC laptops, Mac laptops, or Chromebooks shall be able to access the display wirelessly. e. Where any room has more than one display, the contractor shall provide switchers so that all displays in the room can be accessed by both one HDMI connection and one wireless connection.
f. Provide network cable to back of each display or projector, to broadcast emergency announcements.

8. Security Systems
a. Provide the following security systems:
i. Video surveillance
ii. Access control
iii. IP door intercom
b. Video Surveillance System – Need to work with City’s preselected vendor. i. Scope of work

1. Furnish and install a complete video surveillance system.

2. Provide full camera coverage from at least one camera, for all of the following:
a. Exterior site, parking lots, sidewalks, entrances, driveways, and equipment bay doors.
b. Lobbies.
c. Reception area.
d. Hallways.
e. Processing.
f. Holding area.
g. Interrogation room (including audio)
i. Link audio-visual feed to interview recording system.

h. Holding cell.
i. Public meeting room.

3. Coordinate structured cabling installation for video surveillance with Structured Cabling.

4. The acquisition will include video surveillance cameras and equipment, mounting brackets, video surveillance cameras, network video recording equipment, structured cabling, copper patch cables and any necessary management software with associated hardware. This system is an IP-based, all-digital system. This must be a turnkey solution. No other third-party equipment purchases shall be required for complete implementation of the video surveillance system. Cabling from telecommunications closets to each video surveillance camera location will be the responsibility of the contractor.

5. The contractor shall be responsible for providing and installing all new video surveillance data cabling as indicated on the contract documents for a complete installation. Additionally, this contractor shall be responsible for installing and patching cabling at both ends for all new video surveillance devices.

6. The contractor is to furnish and completely install the specified faceplates, jacks, patch panels, cable, raceway components, and machine-printed labeling required for a complete installation.

7. Typical video surveillance telecommunications outlets will be comprised of one (1) UTP cable terminated within a plenum-rated, dual-port, surface-mount box equipped with one (1) 8-pin and 8-contact jack, and one (1) blank module. Where the camera is mounted on an accessible ceiling, or an accessible ceiling is near the cabling pathway, the contractor is to coil 15 feet of additional cable at each video surveillance access-point drop location for future relocation. a. In areas with exposed structure or wall-mounted locations, cable shall be field terminated, and feed directly to data outlet on the video surveillance camera.

No patch cable is required at the camera end.
b. Provide Category 6a cabling of manufacturer and type to match data cabling

8. Within each wiring room, the UTP cables will be terminated on new 24-Port and/or 48-port, UTP patch panels mounted in new equipment racks/cabinets.

Provide patch panel specified within the Products section of this specification.

9. UTP Patch Cords shall be provided by the contractor. Contractor to provide patch cords as specified within the Products section of this specification.

Contractor shall be responsible for installing and properly dressing patch cords at video surveillance device/work area locations and at the telecommunications wiring room.

10. The contractor shall furnish all labor and materials to install the new pathways as required for a complete installation. Cabling will be routed from the video surveillance drop location to the respective wiring room through plenum ceiling spaces. Overhead routing of cables is to be supported within J-hooks, cable basket tray, ladder rack, or conduit as required, rated for the cabling secured to the structure above. New J-hooks shall be installed 4 to 5 feet on centers along the cable path up to each video surveillance drop location.

11. The contractor shall be responsible to provide and install all required metal conduit sleeves for a complete installation. Contractor shall firestop all penetrations through floors and fire-rated walls that have been utilized for the installation of this new cabling system under this contract.

12. The contractor is to perform test and certification of the newly installed cabling system and is to provide test result documentation certifying that the cabling system meets industry standards.

13. The contractor shall furnish to the Owner legible record “As-Built” documents which reflect any changes made to the design during the installation. ii. Key components of the video surveillance system

1. Video surveillance cameras – indoor and outdoor

2. Network video recorder

3. Monitors

4. Network video surveillance switches

5. Mounting brackets and accessories

6. Installation

7. Project completion documents and training
iii. Camera requirements

1. IP-based cameras

2. Dynamic Wide Range (or Avigilon Lightsensor Technology)

3. H.264/MJPEG Compression

4. Up to 30 frames per second

5. ONVIF/PSIA/CGI/ISAPI Compliant

6. 5-year Manufacturer’s Warranty

7. IP66 Weather Resistant (outdoor cameras)

8. Vandal-resistant housing

9. Infrared option for exterior cameras
iv. Camera types

1. Standard PoE IP camera – dome style, single lens
a. For general-purpose cameras
b. Interior and exterior styles
c. Interior: 5 MP
d. Exterior: 8 MP

2. Mini Dome PoE IP Camera – dome style, single lens
a. For high-design areas
b. Interior: 5 MP
c. Exterior: 5 MP

3. Dual-head PoE Camera – dome style
a. For corridors
b. Interior or Exterior: 6 MP for combined lenses

4. Multisensor PoE IP Cameras
a. For areas where one camera should provide multiple camera views, like the parking lot, driveways, or equipment bays
b. 180-degree, 270-degree, and 360-degree coverage models c. Interior: 5 MP per sensor
d. Exterior: 8 MP per sensor

5. Fisheye PoE IP Cameras
a. For areas requiring multiple camera views in a smaller interior space, like the lobby or public meeting room.

b. Interior: 12 MP

6. Camera mounting options
a. Surface mounted
b. Surface mounted (vertical)
c. Recessed (interior only)
d. Pendant pole mounted
e. Pendant corner mounted
v. Analytics

1. Provide a system with embedded analytics preferably at the camera level

2. Sample of desired analytics
a. Classified Object Types (for Appearance Search)
i. People

1. Male/Female

2. Adult/Child

3. Hair Color

4. Shirt Color

5. Pants Color
ii. Vehicle

1. Sub-characteristic: Car, Truck, Bus, Motorcycle, or Bicycle

2. Vehicle Color
b. Analytics Events
i. Object in Area
ii. Object Loitering
iii. Objects Crossing Beam
iv. Object Appears or Enters Area
v. Object Not Present in Area
vi. Objects Enter Area
vii. Objects Leave Area
viii. Objects Stop in Area
ix. Direction Violated
x. Tamper Detection
c. Teach by Example capabilities
vi. Sizing parameters for the network video recorder:

1. Provide a network video recorder capable of handling 35 days of video recordings at full camera resolution and one year of video recordings (per State of California requirements) at the highest secondary resolution of each camera.

2. Assume camera will not record when there is no motion in the field of view, for average recording time of 8 hours per camera.

3. Assume 15 Frames per Second (FPS) average per camera, with 10 FPs minimum per camera.

4. Image compression: H.265 HDSM SmartCodec, H.264 HDSM SmartCodec, MJPEG.

5. Contractors to submit network video recorder sizing with proposals. c. Access Control – Need to work with City’s preselected vendor. i. Furnish and install an Electronic Access Control, including installing all connections necessary to make the system functional.
ii. Install cabling required for the access locations shown on the contract document.

1. Furnish and install cabling pathway, in the form of metal conduits, raceways, basket tray and ladder racks

2. Ensure that all pathway is provided to connect equipment together. Coordinate with the electrical contractor.

3. Provide additional pathway required but not specifically noted on the Electrical contract documents to ensure a complete installation.

4. Comply with local building code for requirements for conduit or other protection electronic access control cabling.

5. Ensure that all Electronic Access Control cabling is concealed from view. iii. Mount the door access, door contact, and controller equipment. Contractor is responsible for final mounting, including any required mounting accessories.

1. Provide door access hardware compatible which each installation.

2. Coordinate access control reader types with door and door hardware suppliers.

3. Conceal controller equipment out of view in all locations. With many exposed wall and ceiling conditions, this will require coordination. Provide extra cabling where required to locate the controllers in concealed locations. iv. Configure zones as directed by the City. At a minimum, zones shall include:

1. Police
a. Lobby.
b. Offices.
c. Processing.
d. Evidence.
e. Meeting/Briefing Rooms.

2. Dispatch

3. Fire
a. Shared Spaces and Engine Bays.
b. Sleeping Rooms.

4. Community Center/Training Rooms (EOC in Emergencies). v. Provide system testing.
vi. Provide training for Police/Fire staff on the operation of the new system. vii. Provide as-built documentation and manuals.
viii. Provide door contact warnings for doors that are propped open. ix. Note: Intrusion detection (burglar alarm) is not specified for this facility because of its 24-hour occupancy.
d. IP Door Intercom – needs to integrate with existing Avtec consoles. i. IP Network Compatible Video Intercom System: A network-based communication and security system featuring video entry security, internal communication,

emergency stations, and paging. All units and app in the systems shall be able to unlock doors remotely on a network, assist onsite visitors from an offsite location, broadcast emergency announcements, and communicate using a PoE network.

1. Power Source: Power over Ethernet (802.3af).

2. Network Interface: 10 BASE-T / 100 BASE-TX Ethernet (RJ-45).

3. Network Protocols: IPv4, IPv6, TCP, UDP, SIP, HTTP, HTTPS, MJPEG, RTSP, RTP, RTCP, IGMP, MLD, SMTP, DHCP, NTP, DNS.

4. Bandwidth Usage:
a. G.711: 64Kbps x 2 per video call.
b. 64Kbps per monitor.
c. H.264: 24Kbps ~ 2,048Kbps.

5. Communication: Hands-free (VOX), push-to-talk (simplex), or handset (full- duplex).

6. Video Display on the Avtec console screen: 7-inch color LCD.

7. Camera: Type:
a. 1/3-inch color CMOS. 1.23 Megapixels.
b. View Area at 0-degree camera angle mounted at 4 feet 11 inches (1500 mm) AFF: 2 feet 3 inches (700 mm) vertical x 3 feet 9-inch (1150 mm) horizontal at 19 inches (500 mm).

8. Video Stream: ONVIF Profile S.

9. Door Release: Programmable Form C dry contact, 24V AC/ DC, 500mA (use RY- 24L for larger contact rating, which requires 24V DC power supply) or use RY- IP44 with 4 multipurpose relays.

10. Wire Type: Cat 6a, of same manufacturer and type as data cabling.

11. Distance:
a. Any station to Network Node: 90 meters.
ii. System design

1. Master Station(s): Provide 1 master station.

2. Audio Video Door Stations: Provide Audio Video door stations at locations designated by the architectural drawings. Stations shall by surface mounted, and capable of hands-free operation.

3. Provide Selective Door/Gate Release. Provide door release where required.

Provide gate release for gates in locations shown on architectural drawings. Tie all Door/Gate releases into access control system.

4. Provide Audio/video streaming via ONVIF Profile S.

5. Provide ONVIF Profile S camera input (max 500).

6. Provide connection to overhead paging.

7. Provide Contact input at door station.
iii. Installation

1. Examination

a. Examine areas to receive integrated security and communication system. b. Notify Architect of conditions that would adversely affect installation or subsequent use.
c. Do not begin installation until unacceptable conditions are corrected.

2. Preparation
a. Verify the following compliance before starting installation. b. The unit turns inoperative during power failure.
c. Keep the intercom wires at least 1 foot (30 cm) away from strong electrical wiring (AC 100-240 V) including, in particular, wiring for inverter electrical appliances. Noise and malfunction could result.
d. If a strong light shines on the main unit screen, the picture may turn white or only silhouettes will be visible.
e. Other manufacturer's devices (such as sensor, detectors, door releases) used with this system, comply with the manufacturer's installation requirements.

3. System Installation
a. Install integrated security and communication system in accordance with manufacturer's instructions at locations indicated on the Drawings. b. Mount equipment plumb, level, square, and secure. For video entrance stations and video door stations, comply with manufacturer's design requirements to provide optimum picture quality of station monitoring.

4. Set-up and Adjusting
a. Adjust integrated security and communication system for proper operation in accordance with manufacturer's instructions.

5. Demonstration and Training
a. Demonstration:
i. Demonstrate that integrated security and communication system functions properly.
ii. Perform demonstration at final system inspection by qualified representative of manufacturer.
b. Instruction and Training:
i. Provide instruction and training of Owner's personnel as required for operation of integrated security and communication system. ii. Provide hands-on demonstration of operation of system components and complete system, including user-level program changes and functions. iii. Provide instruction and training by qualified representative of manufacturer.

9. Radio Systems
a. Provide rooftop support frames for horizontal radio structure. i. Provide 4 sets of rooftop supports, with a total of 4 x 3 support penetrations = 12 support penetrations.

1. A sketch of the proposed rooftop support frame is included as Exhibit A.

2. Provide physical separation of at least 12’ between rooftop support frames. a. Suggested locations are at the corners for the roof. ii. Each rooftop support must be bonded to the building ground system. b. Provide 2 x 2” IMC conduit penetrations through roof for cabling, each with a weather- resistant cable entry port. Provide 4 sets of conduit penetrations for a total 8 conduit penetrations.
i. Extend conduit directly to the main telecom room (MDF).

1. Provide firestopping where conduit penetrates walls.

2. Conduit shall terminate above cable tray in the main telecom room (MDF). ii. Cap unused conduits with a weather-resistant cap.
iii. Provide weather-stopping material to seal conduit where cabling is installed. c. Provide 3 network cabinets for radio system in main network room (MDF). Note: these 3 network cabinets are included in the count for the 10 network cabinets listed for the MDF.
d. Bi-directional Antenna System
i. The Owner’s radio vendor has determined that a bi-directional antenna system should not be required for the facility due to its proximity to the existing antenna tower.

1. Verify the signal strength with tests throughout the facilities at the following times:
a. After the building(s) are under roof.
b. After walls are installed.
ii. Also, the facility will most likely not need an interior small cell network for cellular coverage because of its proximity to the existing antenna tower. Contractor shall test cellular telephone signals at the beginning of interior buildout and end of buildout, to verify that these signals extend throughout the facilities. Provide small cell signal only if there is a major loss of signal within the facility. Contractor shall coordinate with major cellular carriers, to minimize interference between the small cell network and the carriers’ existing networks.

1. The small cell network, if required, will utilize some of the second Category 6a cables provided for the wireless access points.

2. No additional cabling or pathway is required to small cell locations within the building.

3. If required, the small cell carrier will utilize one of the 4” conduit pathways into the main telecom room (MDF) for building service.

10. Fire Alerting/Paging System
a. Segment the Paging System between Police, Fire, and Community areas. – Currently Police has their radio traffic played over the building speakers. i. Provide additional zones within each area, as directed by the Owner. ii. Include a zone for exterior paging.

iii. Provide one Fire Alert/Paging Control Unit for Police Station building and one Control Unit for Fire Station building.
b. Fire Alert Features
i. CAD (Computer-Aided Dispatch) Text-to-Speech

1. Turn text into human-like voice announcements over fire station’s audio system and the dispatch radio channel.
ii. Multi-CAD Support

1. Receive input from multiple CAD systems simultaneously. iii. Dispatch Co-Habitation

1. Reduce hardware at the dispatch station with co-habitation on dispatch radio consoles.
iv. Dual Link Connection

1. Sending alerts over both wireless and wired links simultaneously significantly improves the reliability of the alerting system.
v. Multiple Levels of System Redundancy

1. Provide mission-critical reliability with local or geographically separated redundant servers.
vi. Acknowledgement

1. Receive a positive acknowledgment at dispatch that the alert was successful. vii. Accountability

1. Automatically log and time stamp all system events, alarms, and dispatch operator actions for post analysis.
viii. System Health Monitoring

1. Know the status of bay doors and the health of the station alerting equipment. ix. Fire Station Automation and Control

1. Automatically open bay doors, turn off appliances, control traffic lights, and activate exhaust systems.
x. Station Controller / Intrusion Detection

1. Receive an alert when the Station Controller is accessed. xi. Remote Monitoring

1. Monitor and control the fire station security from the dispatch center while the station is empty.
xii. Incident Display Board

1. Responders can see critical incident information as they gear up. xiii. LED Lighting

1. Ramp lighting and change colors to alert types.
xiv. Ramped Alert Tones.

1. Reduce firefighter and EMT stress.

xv. Bunkroom Zone Alerting.

1. Activate lights and tones in select areas to alert only those required for the response.
xvi. Custom Alert Tones

1. Set custom alert tones by type of alert.
xvii. Turnout Timer

1. Show seconds remaining with a wall-mounted count-down timer. c. Typical speaker point locations will be comprised of ceiling mount back box to be anchored to wall or building structure.
i. For locations with accessible ceiling area

1. Contractor is to coil 15 feet of additional cable at each access-point drop location for future relocation.

2. Provide data jack anchored to structure above ceiling

3. Provide patch cords
ii. For surface-mounted locations to exposed structure

1. Provide cable slack of 5 feet at network room end

2. Coil any unused speaker cable locations inside the speaker back box. d. Installation location – The Fire Alert/Paging System core and amps shall be in the main telecom room (MDF) for the building. Speakers shall be located throughout the building installed in a combination of accessible ceilings, drywall ceilings, and exposed structure, as shown on architectural drawings. Some of the outside/external speaker horns shall be installed on the surface of the building or pole mounted. i. Locate speakers at a horizontal distance between speakers of two times the ceiling height.
ii. Exterior speakers shall provide full coverage of the site without extending sound into adjacent property. Utilize landscaping to minimize sound transmission. e. The following are the installation notes for the Fire Alerting/Paging System:
i. Coordinate installation of proposed system with Construction Manager ii. Install proposed cable for proposed system. Conceal cabling either above accessible ceilings or in conduit or raceway. Basket tray is also an acceptable method of concealing cable.
iii. Install/mount proposed speakers per manufacturer specifications to back boxes provided by Structured Cabling and Security Systems Contractor. iv. Connect speakers to cable.
v. Install speaker grill cover.
vi. Install/Mount Control Unit as proposed.
vii. Install/Mount Power Supplies as proposed.
viii. Connect Control Unit to Telephone System using paging port. ix. Coordinate with Owner and telephone system vendor.
x. Program proposed Fire Alert/Paging System as needed up to 20 zones.

xi. Coordinate with the selected telephone system provider to connect the paging system to the telephone system.

1. Test Public Address Paging system access through the telephone system.

2. Program proposed Fire Alert/Paging System (if necessary) to allow access to all Zones by the Telephone system.
xii. Coordinate with the system used by Dispatch, to allow that system to connect to paging for emergency announcements.

1. Test the Public Address Paging system’s access through the Dispatch telephone system.
xiii. Address any performance issues with the installed system. xiv. Provide as-built documentation and manuals.

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PISMO BEACH PUBLIC SAFETY FACILITY
VOLUME 5

THE FOLLOWING DOCUMENTS/FILES ARE AVAILABLE FOR
DOWNLOAD UPON REQUEST:
- EXISTING CONDITIONS HISTORIC DRAWINGS
- EXISTING CONDITIONS HISTORIC DOCUMENTS AND REPORTS
- GEOTECHNICAL REPORT
- CAD FILES OF SITE PLAN
- POINT CLOUD MODEL OF GRAMMAR SCHOOL / OLD CITY

HALL BUILDING
•====

STUDIOS

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Design-Build Proposal
for F & H Construction
& LDA Partners

City of Pismo Beach
New Public Safety Facility
2 March 2023

2 March 2023
Mr. Jorge Garcia
City of Pismo Beach
Management Services Division
760 Mattie Road
Pismo Beach, CA 993449
Reference: Pismo Beach Public Safety Facility
Dear Mr. Garcia:

On behalf of F&H Construction (F&H) & LDA Partners (LDA), we are pleased to submit the enclosed Design-Build Proposal for the New Public Safety Facility. In reviewing our information, we trust you will find the professionals we have assembled for your project are well-qualified and prepared to perform the full range of pre-construction and construction services contemplated within the City’s Request for Proposal. With our significant experience in public safety facilities, Design Build processes, as well as our insight into cost effective construction means and methods, we believe our team to be uniquely qualified for the City. We hereby acknowledge receipt of Addenda No. 1. Our team is made up of industry experts in the project type, design build, as well as a significant local presence. Our team can offer the City the best value for it’s project by combining our skill-set in:
• Extensive experience with similar public safety facilities, including Design Build facilities. • A proven track record of successful, planning, programming, and designing public facilities that are functional, programmatically correct, aesthetically pleasing, and serve the needs of its users, and constituents; On-time & within-budget • The projects we design are functional, with a high level of attention placed on the future Operations and Maintenance constraints. • Significant public facility Design Build Experience
We believe the experience of our Design-Build team are unmatched and our proposal exceeds all qualification criteria for this project. Our Design- Build Team has the specialized experience required for this project; a proven track record of successful completion of other projects of similar size and complexity within the local area; strength of the key personnel who will be dedicated to ensure the success of this project; creativity in development of a functional and well-planned methodology and strategic approach to accomplish our scope of work in a timely and competent manner; and readiness to utilize Building Information Modeling (“BIM”) to help identify potential design conflicts in advance so as to reduce and identify logistical site conflicts with material mobilization and/or labor concentrations.

Using our past Design Build experience, coupled with our one–on-one working approach, we feel our team and approach fosters trust, understanding, and helps ensure that City remain an integral part of the project team. By submitting our proposal to you, we are committing our team to the needs and priorities of Pismo Beach. We are prepared to commence work immediately upon award and to achieve all time and cost- related goals established by the City for this project. We trust that our proposal responds thoroughly to your Request for Proposal. We look forward to presenting our proposed approach to you personally.

Very truly yours,
Stephen Seibly, Vice President Eric Wohle, AIA, President F&H Construction LDA Partners, Inc.

Our statement of proposal is presented in the following order to assist in document organization and way finding. Each section begins with its respective tab.

I. D-BE Team Technical Design & Construction Expertise
II. Proposed Design and Design Approach
III. Base Project Pricing

IV. Proposal Pricing Enhancements

V. Project Management Plan
VI. Preliminary Baseline Design/Construction Schedule
VII. Life-Cycle Costs
Appendix Concept Drawings

I.

D-BE Team Technical Design
&
Construction Expertise

F&H CONSTRUCTION & LDA PARTNERS 1
I. D-BE Team Technical Design & Construction Expertise

TECHNICAL EXPERTISE IN DESIGN AND CONSTRUCTION SUMMARY

DESIGN EXECUTION
To date, the F&H and LDA have spent numerous hours reviewing and planning mitigation processes and concerns specific to this project and specifically the budget and how we can deliver the RFP requirements within that budget. Additionally, we have digested the program requirements and City’s input from the various RFI’s and confidential meetings and believe we have provided a design that meets the City’s, Users’ and RFP intent. With that said, we would strongly suggest having a post award all day design charette to solidify these assumptions prior to moving forward with the first required design deliverable as mandated by the RFP. The main focus would be to confirm programming decisions made to date and to present some value engineering ideas that may service the best interests of the City.

KEY ASPECTS OF OUR APPROACH INCLUDE :
• A structured approach to avoiding potential “rocks in the road” by engaging the client/user in all aspects of the design and construction process and promoting “partnering” and interactive decision- making. This includes setting up an on-going project team structure with the client, user group representatives, and ourselves. We will use a highly interactive client-consultant process to maintain quality communication and direction.
• Focus on budget/cost early during the project. Develop a clear understanding of what can be afforded and list potential trade-offs to maximize the City’s budget.
• Organizing our team to get the most from their complimentary talents in terms of project management, final design, and construction, including a “core team” approach with our most experienced experts involved in daily management of this effort. • A focused “Project Quick Start” phase that will involve mobilization and intensive work to get the entire project team oriented and on the right track. The focus will be on understanding existing conditions, project intent and requirements, project program, and scope. • Develop clear Construction Documents that define the important aspects of the City’s needs. • Drop-dead dates of Procurement and Delivery of long-lead materials and equipment. Ensuring our design focuses on important key construction items first.
• Mission Critical Material Submittal Schedules. Our teams will work closely with the City and ensure that timely construction submittals allow plenty of review and comment periods.

COMMUNICATION
It is almost cliché to say that communication is key, yet there is so much truth in the statement. Communication on our team, and to the client, is open and flowing. We have found that the most successful projects have a foundation of open communication from all parties and that the best way to prevent or solve a problem, is to utilize the collective experiences and insight of others.

From the beginning of design development, our team holds weekly Zoom/Teams check-ins with all consultants. These check-ins typically last about an hour. Each trade is required to review their progress, any design issues and insight. This has been a remarkable tool in not only solving potential coordination issues but eliminating them in the first place. In these meetings, we welcome the City to participate so that they better understand how the design process works and to understand the nuances of their facility. This also allows for immediate client buy-in or verification of building systems. Notes and meeting minutes are tabulated in real time and meetings are automatically archived for the record.

This also helps establish realistic costs, in conjunction with the overall schedule. When utilized from the beginning of a project, potential issues may be easily addressed without adverse harm to the budget or schedule.

UNDERSTANDING THE NEEDS OF THE CITY
Engagement Synopsis
Through our experience in designing public facilities, we have found the best way to extract information of user wants and needs is to start one- on-one. This starts with meeting with a core Leadership Team and empowering them to offer their ideas and to fully represent their peers. This allows the people to “warm up” to the design process and helps create a trust level so that they feel comfortable sharing their opinion. This process of interaction takes place over several meetings and input sessions.

22 2 City of Pismo Beach - New Public Safety Facility
I. D-BE Team Technical Design & Construction Expertise
Economic Factors
One of the biggest struggles with public agencies is the ever-increasing strain of the public coffers. Our team brings a unique understanding of public financing and funding, so much so, that Eric Wohle has served on municipal finance committees. We realize that in many cases the hardest part of securing funding for a project happens after the project is finished. In this scenario, the most difficult part of project funding becomes the cost of annual upkeep and staffing. To that end, we pride ourselves in creating spaces that are allowed to be minimally staffed, if need be, and use highly durable materials that stand the test of time and public abuse.

QUICK START
In order to meet the project schedule, it is essential for our team to mobilize and get up to speed as quickly as possible. Previously in similar projects, our approach has utilized intensive client/user group/project team interaction in the first few weeks of a project that we have called Project Quick Start. This gets all of our key personnel into the review, discussion, and understanding of the project intent and design/ construction criteria to be met before we start trying to develop documents and/or start construction. We see the essential elements in this “phase” as:
• Standards/Codes/Regulatory Requirements – What are the applicable standards, agencies, jurisdictions and their requirements? How will permitting effect the decision-making process?
• Construction Technology – What are the initial assumptions for materials and methods of construction? How does that comport with our constructability experience?
• Development of a comprehensive cost model at the start of the project that will provide the tools for on-going cost analysis for the duration of the project. The cost model will be developed not only in terms of gross unit costs, but also in terms of unit costs and percentages of total cost for each of the major components or systems of the building. • Use of a true “Value Engineering” approach to decision making in selecting design and construction alternatives, which includes evaluation of performance requirements, operational implications, and long-term operating costs as part of weighing “total costs” (capital construction plus operating costs) for each option.

The end result of the first phase sets the stage to develop targeted Schematic Design Documents. In the Design Development and Construction Documents Phase, our attention turns to basic construction types as well as defining the quality of the critical elements.

DESIGN & PROGRAMMING CONFIRMATION APPROACH
Our team approach will be to utilize a Project Core Committee established by the City as an effective means to represent the range of interested parties and integrate them into the core decision-making group for this project. The Design-Build Team will meet with the Core Committee every week for the duration of the project to present progress, solicit ideas and direction, and build consensus each step of the way. We view our role as bringing creative ideas, energy, and technical expertise to the City and collectively determining the best approach for the City. On all of our projects, our first priority is to respond to, and help confirm the program. We achieve this process by completing the following:

Executive Interviews & Charrette Workshops, User Interaction Interviews and meetings will be held with the City, to help define and clarify expectations of the new facility. This will also help determine functional and programmatic desires, management priorities, locational criteria, operational and priority issues. This will also help identify potential excess square footage or needed propgram modifications.

Analysis & Programming
We will then confirm functional needs, based on activities to occur in each area, the types of equipment to be used and the work-flow requirements, in order to confirm the proximity needs, special HVAC considerations, special power needs, and other requirements.

Building Materials & Systems
Our team will study and confirm the recommended building systems, mechanical and electrical systems, specialty custody requirements, building systems & materials. All potential building materials and systems will be evaluated based upon the following criteria:

F&H CONSTRUCTION & LDA PARTNERS 3
I. D-BE Team Technical Design & Construction Expertise
• How the materials perform over time
• Initial cost vs. life cycle cost
• Availability with regard to potential construction schedule • Compatibility with adjacent structures and systems
• Environmental materials vs. time and maintenance costs

SCHEMATIC DESIGN/ DESIGN DEVELOPMENT
Once the programming documents are confirmed, the LDA Partners team will begin design development. During this phase of work, we will establish a general layout of spaces that will provide flexible as well as functional uses. Design options would be provided for owner input at this time. At the completion of this phase, all design decisions should be made. This allows each member of the design team to remain informed about the building.

Following acceptance of drawings and estimate, a final review of the design development page turn is made for final approval.

CONSTRUCTION DOCUMENTS
The qualifications and capabilities of our team are unsurpassed. Our team is committed to providing a management structure which systematically oversees the quality and progress of both the project and services provided. Our proposed management structure is designed to focus the expertise, experience and resources of all members of the project team on meeting the needs, goals, and interests of City.

We will determine, with the City, a range of appropriate materials, specifications and building systems. Collectively, we need to be flexible but clearly define the City’s need. Our experience has exposed us to many of the most innovative and cost-effective materials and technologies in the market today. During this phase, actions will include:
• Core Team workshop with the client/ user group representatives to explore construction technology strategies applicable to the project.

While part of this focuses on the integration of security elements for this building type, it also gets into what phasing, construction technologies are needed to be effective for building in the proposed site area and to allow the most efficient construction process • Presenting computer-generated models and “walkthroughs” of the project design to ensure that key decision-makers and user group representatives really understand what is being proposed. It is essential that we are budgeting for the right design.

CONSTRUCTION ADMINISTRATION
The project is not complete at issuance of permit. We advocate a hands-on approach to construction administration and “getting out into the field”.

During this phase, actions will include:
• Providing on-site field representation to ensure that the City maintains control of the construction process and coordination, scheduling of all work.
• Dedicating sufficient attention and resources to provide timely responses for Requests for Information (RFIs) and specialized submittal review.

The expertise of our technical team is critical at this juncture, as technical skill enables design and integrates vision with the practicalities of construction needs, budget and schedule. When construction issues come up, as they do in all construction projects, we do not point fingers, we help foster solutions.

SCHEDULE ADHERENCE
Schedule adherence is a critical activity and based on our experience and track record of success, the one constant was to be allowed the adequate time to collaboratively work with the client and benefit from the values that design-build was developed upon. This will allow us to keep our best foot forward as we evolve through the process. LDA has reviewed the City’s schedule outlined in the RFP and is committed to exceed that schedule. Periodic refinement and updating of the project schedule are critical components of managing the schedule. This will be done monthly and shared with the client. Updating the schedule once a month at a minimum keeps the entire team (Owner, User, and D-BE) informed of

44 4 City of Pismo Beach - New Public Safety Facility
I. D-BE Team Technical Design & Construction Expertise
exactly where the team is at in relationship to the established project schedule. The discipline enforced on the design team to hit the established milestones is critical in maintaining the overall project schedule. Also, the project “quick start” noted earlier is a key element to maintaining the overall schedule. Getting started on the right path will have tremendous results in maintaining the overall project schedule.

Should an unforeseen event impact the schedule the Project Manager along with the City representative will immediately evaluate the impact and develop a “recovery schedule” that gets the project back on track with the overall project schedule. This recovery schedule could address the change in several ways; increase staffing, a change in an interim deliverable that does not impact the overall schedule, a temporary increase in work hours to “catch up,” etc.

BUDGET & COST CONTROL
The budget is extremely tight and will require the team to pay close attention from start to finish. Budget management will be the responsibility of the Design-Build team, Construction Project Manager, and F&H support staff. Schematic program budgets have been established and adjusted based upon the documents available to us in the RFP and per our proposed design proposal. We will work closely with the design team once the design process kicks off to quantify the scope of work and apply market estimates to the items of works so the budget will be carefully managed over the course of the design. Our team realizes that costs are most easily controlled in the early stages of project development by carefully reviewing area requirements and basic design decisions. Target costs relative to materials and methods of construction will be developed in the Design Development Phase. At this time, potential issues may be easily addressed without adverse harm to the budget or schedule. By carefully balancing long-term costs with the first cost of construction, informed decisions can be made relative to project budgeting. Our approach, therefore, reflects a careful collaboration of estimating and project control, resulting in a realistic total project budget. This is verified through our team estimator. We will not move forward into the next phase of design until we can verify that the project is “on-budget.” We understand that this new facility will be occupied for well over 30 years and we will provide input concerning sustainable design, energy efficient equipment, low facility maintenance cost, and best life cycle cost evaluation. We elaborate further in our “life cycle section,” but the City can be assured we have taken into consideration all aspects of the total ownership costs and aspects of this facility.

WEATHER & ENVIRONMENTAL CONCERNS
One of the most tangible items of concern, and not always an easy risk item to mitigate, is the weather relative to where we are at in construction.

Clearly, we have no direct influence on controlling the weather, but we can strategize on our means-and-methods as it relates to the timing of activities.

TECHNICAL DESIGN
Please note that it is our intent to match the bridging documents and specifications as closely as possible. We understand the components and building systems required for an public safety facility to operate efficiently. Our facilities are built to last, provide staff security, and provide the community with a landmark structure. Our years of experience and multitude of successfully justice related facilities that have garnered us national acclaim, and we are able to bring that experience and innovation to you in Pismo Beach.

CONSTRUCTION
As a Design-Build general contractor, F&H Construction (F&H) has over 55 years of experience managing such projects with a keen focus on design quality, fast-track construction, and risk mitigation. LDA Partners, LLC (LDA) is an acclaimed public safety designer. Over the years, we have developed a strong team of construction excellent design teams to execute design-build projects on time, on budget, and with high client satisfaction. Time and schedule, design execution, budget, constructability, and weather are the main opportunity for risk.

F&H directly manages and controls the project work-force, therefore, quality is the end result. Subcontractors are encouraged by F&H’s ability to build and manage the work of all the various subcontractors and tradesmen. We build trust with our subcontractors by laying out our buildings with Total Station, placing foundations and by performing our own concrete and carpentry work. We accomplish this by utilizing local subcontractors and employing over 120+ local tradesmen. Self-performing also decreases costs by avoiding large mark-up. It also allows us to build Lean through

F&H CONSTRUCTION & LDA PARTNERS 5
I. D-BE Team Technical Design & Construction Expertise
prefabrication of concrete forms, bolt templates, wall panels, and even roof sections.

Our team will be using several key management tools to control documentation and communication with all team members. The tools that F&H brings to the table include Procore, Timberline, PlanGrid, Primavera, and other technology to keep all members of the team, including the City and Architect, informed and up-to-date on all aspects of the project. This ensures that decisions can be made quickly and thus incorporated into the Construction Documents, further making sure of a cost effective and successful project.

F&H is known for being able to do more with less and the professional attitudes, capabilities and certifications of our staff allows for streamlined management. Our Project Manager will oversee all aspects of the contract execution. The Project Manager, supplemented with a Project Engineer and additional support staff will manage all activities including weekly meetings, administration of subcontracts, billings, submittals, daily reports, RFI’s and other progress documentation through the use of Procore. Our on-site Superintendent will have complete authority for the work, including daily oversight to assure all quality and safety requirements are exceeded. He will be supplemented by General Superintendent who oversees F&H workers and phased subcontractors as needed. In concert with the Site-Specific Safety & Accident Prevention Plan, F&H’s Safety Manager will provide weekly inspections in pre-cooperation with Cal/OSHA. Our staff is local, eliminating all per diem requirements.

F&H offers a full spectrum of services. We pride ourselves on staying current with the needs of the industry. With our field and administrative team assembled, we will remain a growing company with a commitment to equity conservation, while producing successive generations of pride, achievement and quality in the projects we complete. Our reputation stands true today and will continue for delivering quality work on time and trouble free. This is the primary factor in our success to date.

SAN LUIS OBISPO COUNTY ANIMAL SERVICES UNDER CONSTRUCTION

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F&H CONSTRUCTION/ LDA PARTNERS TEAM ORGANIZATION CHART LEGEND
F&H Personnel
Consultants
MEP Partners
Subcontractors
Project Executive
Stephen Seibly
Design Project Director
Stephen Seibly
Project Manager
Kristien Wong
Quality Control Manager
Sean Horman
Safety Manager
Aaron Flores
Architect of Record/
Historic Architect
Eric Wohle
Project / Design Architect
Carolyn Natividad
Project Engineer
TBD
Superintendent
Brian Haggstrom (PD)
Chris Parker (FD)
Structural Subs Civil/Paving Subs
Fencing/Landscape
Subs
Finishes Subs
Waterproofing/Roof
Subs
Fire Sprinkler DBE
S&M Fire Protection
Electrical DBE
Thoma Electric
Mechanical DBE
Boneso Bros.

Glazing DBE
Atascadero Glass
Structural Engineering
IDA Structural Engineers
Civil Engineering
BKF
Landscape Architecture
Sam Harned LA
Electrical Engineering
Thoma Electric
Mechanical/Plumbing
Axiom Engineering
Geotechnical
ENGEO
Fire Sprinkler
S&M Fire

F&H CONSTRUCTION & LDA PARTNERS 7
I. D-BE Team Technical Design & Construction Expertise

F & H CONSTRUCTION - GENERAL CONTRACTOR
Since 1963, F&H Construction has developed spaces for life. We continue to see each project as a long lasting monument that accommodates our clients’ interest and need while serving the community. True to our work philosophy of innovation, creativity, and motivation F&H has excelled and earned the reputation of consistent focus on superlative quality and cost-reducing practices. Our entire team, from managers to field technicians and supervisors, are driven by our fundamental core values.

Keeping our focus on the goals set during the preconstruction phase, our team, select consultants, subcontractors and material suppliers team up under the direction of highly talented project personnel.

F&H and LDA have collaborated on six public Design Build Projects previously, including the Design Build San Luis Obispo County Probation Department, currently in design.

LDA PARTNERS- ARCHITECT OF RECORD
LDA Partners was founded in 1979 with the goal of working with clients to make a difference in the built environment. It is our commitment to listen, collaborate, and apply our expertise to stimulate creative thinking and ultimately successful design solutions. Our success is driven by a true curiosity to understand the client’s physical, financial, and cultural drivers, with the overriding objective to tailor goals and create solutions which best serve the client. Specializing in civic/community, and institutional facilities, LDA Partners continues to work with clients to give back to the built environment through creative design, innovative solutions. We pride ourselves in our ability to deliver architectural designs that are visually creative, while being responsive to program requirements, budgets, and schedules.

We have a vested interest in seeing our projects succeed for the good of our overall community. This allows us to have a better one-on-one relationship with the Administration, Staff, and community of each entity.

By having a better one -on- one relationship with our clients, we feel we can better serve the needs of the County and ultimately its residents. We are Design Build specialists and have successfully completed over 50 design build projects in the past 10 years alone, including design build probation facilities.

IDA - STRUCTURAL
IDA Structural Engineers, Inc. (IDA) is a 16-person, award-winning, structural engineering firm originally established in 1986. IDA’s expertise is in the design of new public buildings and the renovation and retrofit of existing buildings. Our expertise is in working with municipalities on important projects to design strong and efficient structures. Our design experience includes projects throughout the Bay Area, Central Valley and along the Central Coast. For each project, we work closely with the team to understand the program and select the right structural system for the building. We are known as problem solvers and take great care to make every project a success. LDA and IDA have been working together for 3 years.

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BKF - CIVIL
Since 1915, BKF Engineers earned a reputation for its ability to successfully plan, design, survey, and implement complex projects. BKF follows a project from inception to completion by helping public agencies acquire adequate funding to successfully achieve their project goals. BKF provides the design, implementation, and construction assistance to help get their project funded and built. This proven approach recognizes that developing dynamic projects is informed by focused team collaboration, mitigating physical constraints and potential risks, and balancing designs goals with value engineering solutions.

Through our network of 16 west coast offices, BKF provides civil engineering, land surveying, and land planning services for government agencies, institutions, developers, design professionals, contractors, school districts, and corporations. Facilitating the unique permitting and expertise requirements of projects, we provide a number of specialty services, including agency permit expediting, grant/funding strategies, sustainable infrastructure, site accessibility consulting, hydrology/hydraulics, traffic signal and traffic handling designs, utility locating services, automated construction surveying monitoring, and 3D laser scanning. We are dedicated to creating sustainable landscapes and providing a high level of technical expertise in areas of low impact development (LID) design.

AXIOM ENGINEERS - MECHANICAL ENGINEER
Located in Monterey, California, provides professional mechanical engineering services to a wide variety of clients throughout the United States. Our experience of working with both public and private clients, multiple methods of project delivery, and our detail-oriented design and project management process, combined with a deep knowledge of the fundamentals provide an unmatched mix of practical high-end engineering.

Our design and engineering teams are fully trained and comfortable with all of the challenging aspects of CAD-based document production and can support custom-developed solutions and requirements for our clients’ exclusive needs. Our staff are provided ongoing continuing education creating a vast information resource our clients can tap for state-of-the-art information in our fields of expertise.

BONESO BROTHERS - MECHANICAL PLUMBING
Founded by brothers Steve and Rob Boneso in 1999, Boneso Brothers Construction, Inc. is a full service Plumbing and Mechanical contracting company that provides a full range of deliverables of Plumbing & Pipefitting / HVAC & Refrigeration services. Boneso is well versed in many project delivery methods including Design Build projects.

Through this platform we are better able to meet the Owners needs and provide value engineering to the project as well as minimize delays and added work. Specializing in design build projects. Boneso utilizes document control platforms, is well versed in BIM & coordination that is critically important to on time project delivery. Also Boneso has a Fabrication shop and perform pre-fabrication in concert with the BIM and coordination process to insure on time project delivery. Although Boneso was started in 1999 its principals have been in the trades since 1981 and are able to bring that experience to the project with the goal completing on time and within the budget.

SAM HARNED - LANDSCAPE ARCHITECTURE
Sam Harned Landscape Architecture provides creative design services for commercial and public projects in California. With over 20 years-experience we can assist in all phases of design or construction. Our focus is providing value to our clients through thoughtful, creative designs, and an approachable and involved management style. Sam has been working with LDA for over 10 years

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I. D-BE Team Technical Design & Construction Expertise

THOMA ELECTRIC - ELECTRICAL/ FIRE ALARM /IT COMMUNICATIONS Thoma Electric, Inc. has been an Electrical Construction firm for 58 years and in partnership prior to that time for 5 years. With over 58 years of electrical construction experience, the firm is unequaled on the Central Coast of California. The firm has worked on many public works projects over those years, as well as all types of private project work. The Engineering Division of Thoma Electric, Inc. has been in existence for 41 years, since 1981.

The other very important advantage of the firm, is its review and coordination with structural and mechanical systems. The estimators and project managers are well aware of the techniques and construction methods, as well as clearances required to perform the electrical work. They are also knowledgeable about what does and does not work “practically”. Knowledge of materials and products also allows the firm to select on the basis of “value” and not simply based on initial first cost. A smooth construction process, with value for the Owner is the goal.

Thoma Electric’s approach to all projects, of any size, has always been with constructability and completeness in mind. The benefits of having all facets of electrical work under one roof gives our Estimators, Construction Superintendent and our Project Foremen direct access to engineers to help us with our technical questions and issues. Our Goal is to give the client the right job the first time through a critical review process to address many technical issues of a project. Thoma has been working with F&H and LDA for 3 years. Per addenda 2 the following is a partial list of similar projects where Thoma also serviced as the Fire Alarm designer and IT communications designer.

S&M FIRE - FIRE SPRINKLER
S & M Fire Protection was established in 1972. We have been installing commercial and residential fire suppression systems on the central coast for over 35 years. S & M Fire prides itself on quality of installation and its integrity in providing excellent customer service. We have a reputation for well trained, diligent employees who can communicate with other trades and get the job done right in a timely manner.

ENGEO - GEOTECH
17278 Golden Valley Pkwy, Lathrop, CA 95330
209.835.0610 t / 209.279.2698
ENGEO provides engineering geology services as part of the geotechnical design process, and engineering geology oversight during construction testing and observation. Their geologists are experienced with the highly varied soils and bedrock conditions throughout the state. Their approach focuses on working closely with the design and construction team to optimize geotechnical design, resulting in well-designed projects that address geologic and geotechnical concerns while minimizing construction costs.

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EDUCATION
Bachelor of Science in
Construction Management –
California Polytechnic State
University, San Luis Obispo –
1989
F&H CA LIC.
# 293306
Stephen Seibly
VP Estimating / Project Executive & General Contractor Principal F&H Construction
Mr. Seibly has a degree in Construction Management from Cal Poly, San Luis Obispo, combined with over 30 years of experience in the construction industry. As Vice President of Estimating, Stephen manages cost management services including budget preparation and reconciliation at each design phase milestone, value engineering as may be required, and management of bidding process. As the lead estimator, he coordinates estimators activities, manages all preconstruction services, reviews and approves estimates. He has over 33 years of experience in estimating educational facilities, commercial and private construction as well as multiple design-build projects. He has a certification in Green Associate, Leadership and Environmental Design.

RELEVANT PROJECTS:

San Luis Obispo County Probation Department
San Luis Obispo County Animal Services
San Mateo Animal Shelter Replacement – San Mateo, California Tuolumne County Mother Lode Regional Juvenile Detention Center Morgan Hill Downtown Parking Structure – Morgan Hill, California San Francisco-Oakland Bay Bridge Maintenance Facility – Oakland, California Immigration & Customs Enforcement - Regional Office
Lathrop High School – Lathrop, California
Kihei Wastewater Treatment Plant – Maui, Hawaii

EDUCATION
Bachelor of Science in Civil
Engineering – California State
University, Fresno -1982
F&H CA LIC.
# 293306
Charles A. Ferrell
President / CEO
F&H Construction
Mr. Ferrell has a degree in Civil Engineering combined with over thirty six years of experience in the construction industry. Highly skilled in all aspects of Design-Build coordination, estimating, value engineering, project management and negotiating contracts with proven results and margins on projects up to $75 million.

RELEVANT PROJECTS:

San Luis Obispo County Probation Department
San Mateo Animal Shelter Replacement – San Mateo, California San Joaquin Regional Transit Center, Stockton, California Tuolumne County Mother Lode Regional Juvenile Detention Center Manteca Unified School District – District Office, Manteca, California Immigration & Customs Enforcement - Regional Office
Decarli Plaza, Stockton, California
Weber Point Seawall, Stockton, California
Lathrop High School – Manteca Unified, Lathrop, California Liberty Ranch High School – Galt, California
Alameda Medical Group Office Building, Alameda, California

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I. D-BE Team Technical Design & Construction Expertise
Kristien Kwong
Project Manager
F&H Construction
Kristien has degrees in Civil Engineering and Construction Management combined with 11 years of experience in the construction industry. Kristien is highly detailed oriented, a strong communicator, believes in modeling a team culture that is collaborative with consistent and open communication between owner, team, and trade partners.

RELEVANT PROJECTS:
100 McClellan Street Improvement Project, Vacaville, CA KIPP Stockton Charter School, Stockton, CA
Pleasant Grove Elementary School Modernization, Sacramento, CA SCC Mohr Hall Replacement, Sacramento, CA
University of the Pacific Owen Hall Renovation, Stockton, CA LangeTwins Winery, Acampo, CA
Golden West Elementary School Modernization, Manteca, CA Shasta Elementary School Modernization, Manteca, CA
San Francisco-Oakland Bay Bridge Maintenance Building & Yard, Oakland, CA

EDUCATION
Associate of Science
Degree, Construction
Management Technology—
Cosumnes River College
Bachelor of Science
Degree, Civil Engineering—
San Diego State University

CERTIFICATION
• OSHA 30-Hour
• CPR & First Aid Trained
• Crystalline Silica Competent
Person Training
• Dust Control Training

EDUCATION
Carpenter Apprenticeship
Program, Local Union 152
General Education, Modesto
Junior College

CERTIFICATION
General Education, Modesto
Junior College
Brian Haggstrom
Project Superintendent
F&H Construction
Brian has over 35 years of experience in the construction industry and he has extensive knowledge of running any type of construction sites. His passion for safety and detailed logistics plans ensure that all crew members, students, and staff on and around the project sites are safe at all times.

RELEVANT PROJECTS:

San Luis Obispo New Animal Services Facility, San Luis Obispo, CA Niagara Bottling Stockton-4 Niagara, Stockton, CA
Kaiser Permanente Rotunda Drop Off Canopy, Stockton, CA Kaiser Permanente Dale Road Canopy, Modesto, CA
Skylonda Fire Station #58, Redwood City, CA
Neil Hafley Elementary School Modernization, Manteca, CA East Union High School Modernization & Classroom Addition Ph. 1 & 2, Manteca, CA

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12 City of Pismo Beach - New Public Safety Facility
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Joe George
Project Controls Manager/ Scheduler
F&H Construction
Joe has over 16 years of experience in the construction industry. Prior experience as Superintendent and Foreman. Highly skilled in all aspects of the industry and continuing higher level of responsibilities along with company growth.

RELEVANT PROJECTS
San Luis Obispo County Probation Department
Warm Springs Elementary School – Fremont, California, $45.2 million Golden West Elementary School-Modernization – Manteca, California, $10.5 million Tuolumne County Mother Lode Regional Juvenile Detention Center Shasta Elementary School-Modernization – Manteca, California, $7.2 million Mirabel Fish Screen & Fish Ladder Replacement – Forestville, California, $12.7 million Brentwood Solid Waste – Brentwood, California, $6.4 million Turning Basin I.C.E. Facility – Stockton, California, $7.0 million Antioch School District Various Sites – Antioch, California, $5.7 million Weston Ranch High School – Stockton, California, $36.4 million Manteca Unified District Office and Barn Bus – Manteca, California, $12.1 million

CERTIFICATION
OSHA 30 Hour Construction, CPR & First Aid Trained, Crystalline Silica Competent Person Training, Dust Control Training

EDUCATION
Construction Management
Certification - UC Davis
Extension – 2017-2018

YEARS WITH F&H
Field Operations Manager 2015
to Present
Project Foreman/Superintendent
2003 - 2014

EDUCATION
Carpenters Local Union
152 - 2015

CERTIFICATION
• OSHA 30-Hour
• Bridge Building Certification
• Concrete Formwork
Certification
• CPR & First Aid Certified
• Construction Fall Protection
Certification
• Crystalline Silica Competent
Person
Chris Parker
Project Superintendent
F&H Construction
Chris has over seven years of experience in the construction industry and has extensive knowledge of running any type of construction sites. He will work closely with the inspector and surrounding communities assuring all construction operations are properly communicated and planned, while keeping the project, students, facility, and visitors safe.

RELEVANT PROJECTS:

San Joaquin Council of Government - Facility Alterations, Stockton, CA Joseph Kerr Middle School Modernization, Ph. 1 & Ph. 2, Elk Grove, CA 100 McClellan Street Improvement Project and New MPR Vacaville, CA

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I. D-BE Team Technical Design & Construction Expertise
Aaron Flores
Safety Manager
F&H Construction
Aaron has over 17 years of experience in the construction industry and over 8 years of experience as a safety professional in construction. He utilizes professional communications for proper training and safety planning with comprehensive risk assessment and identifying hazards to promote a safer workplace environment. Aaron is highly motived to provide the direction and leadership of the occupational health and safety for the company.

RESPONSIBILITIES
Aaron implements the company Safety Program company-wide • Advises management regarding proposed and/or necessary changes in the safety standards and regulations • Writes and reviews jobsite specific safety manuals • Conducts field inspections • Corrects, documents, and follows-up on any unsafe or non- compliant jobsite conditions or personnel • Maintains the accident record system, including preparation of reports, investigation of accidents, injuries and near misses and prompt notification of company management • Prepares and presents the monthly Company Safety Report Card • Coordinates disciplinary actions and procedures • Accompanies any local, state, insurance or OSHA inspector in every jobsite situation to represent company management during inspections • Assists company employees with compliance with all company and OSHA safety and health policies and regulations • Organizes and conducts training of supervisory employees and hourly in safe work procedures and general safety program topics • Coordinates jobsite meetings with Project Teams and assists or lead weakly Tailgate Safety meetings • Writes and publishes materials for distribution to employees • Assists with training new hires on Safety • Monitors subcontractors safety performance • Periodically evaluates the effectiveness of all Company- wide Safety programs and make appropriate recommendations to management.

EDUCATION
Iron Workers Local 378
University of Iron Apprenticeship

CERTIFICATION
• OSHA 10 HR & 30 HR
• OSHA 510-Occupational Safety
and Health Standards for
Construction Industry
Sean Horman
Quality Control Manager/General Superintendent
F&H Construction
Sean has over 17 years of experience in the construction industry. He oversees all field operations as a senior-level resource for the project. Sean is heavily involved in the pre-construction process, contributing for items such as scheduling, logistics planning, and constructability reviews for the project site. Sean has extensive knowledge of running construction sites on occupied campuses and occupied buildings, and safety is always top of mind. His communication style, proactive approach and innovative problem solving has created a track record of successful projects and happy clients.

RELEVANT PROJECTS:

Joseph Kerr Middle School Partial Campus Site Improvements, Elk Grove, CA Joseph Kerr Middle School Modernization Project Phase II, Elk Grove, CA Joseph Kerr Middle School Modernization Project, Elk Grove, CA James Rutter Middle School, New Science Center, Elk Grove, CA Las Lomitas Elementary School, Atherton, CA
San Benito High School Football Stadium, Track & Aquatic Complex, Hollister, CA San Benito High School Vocational Education Building, Hollister, CA Thomas R Pollicita Middle School, Daly City, CA
James Logan High School Modernization, Union City, CA

EDUCATION
Vocational Degree, Carpentry—
Union Carpenters
Apprenticeship—Fairfield,
California, 2009

CERTIFICATION
• OSHA 30-Hour
• CPR & First Aid Certified
• Crystalline Silica Competent
Person

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14 City of Pismo Beach - New Public Safety Facility
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EDUCATION
University of Washington,
Bachelor of Arts: Design &
Planning
University of New Mexico,
Master of Architecture

YEARS WITH LDA
25 Years

REGISTRATIONS
#C-28388

MEMBERSHIPS
American Institute of Architects
US Green Building Council
Eric Wohle, AIA, LEED® AP
Partner, Architect of Record
LDA Partners, Inc.

With more than 23 years of experience in the field of architecture, Partner Eric Wohle offers clients the benefits of his solid background in programming & building design, and construction management. Mr.

Wohle also has extensive experience in design and construction document production for a wide range of project types. Mr. Wohle is the principal responsible for public project oversight, and construction administration. Mr. Wohle also has a keen sense of building materials and the design construction process as a whole having taught Materials and Methods of Construction and Blueprint Reading.

RELEVANT PROJECTS:

San Luis Obispo County Probation Department
San Luis Obispo County Animal Services
Stanislaus County Public Safety Center
Stanislaus County Public Works Administration Building, Modesto, CA Stanislaus County Day Reporting Center, Modesto, CA
Stanislaus County REACT Center, Modesto, CA
San Mateo Animal Shelter, San Mateo, California
Lathrop Police Department, Lathrop , CA
Nevada County Operations Center, Grass Valley, CA
Hope Family Shelter, Manteca Redevelopment Agency
Stockton City Hall Relocation, City of Stockton
Carolyn Natividad, AIA, LEED® AP
Partner, Design Architect
LDA Partners, Inc.

Mrs. Carolyn Natividad has 19 years of experience in the field of architecture and joined LDA Partners in 2005. As a project manager, she assists in the design, coordinates between various consultants and owner and end users, develops the drawings, and assists in managing the project during construction. She has a wide range of project experience, especially public schools and community facilities, managing over $750 million of public construction and is a LEED Accredited Professional.

RELEVANT PROJECTS
San Luis Obispo County Probation Department
San Luis Obispo County Animal Services
San Mateo Animal Shelter, San Mateo, California
San Joaquin County Health Services Agency Improvements
San Joaquin County Probation Department Improvements
Elk Grove Animal Shelter, Elk Grove, California
Mayfield Animal Services Center, County of Stanislaus
Animal Services Facility, City of Manteca
Arnold Rue Community Center, City of Stockton
FIre Station #4, City of Manteca
Fire Station #13, City of Stockton
Regional Water Safety Training Facility, County of Stanislaus

EDUCATION
Bachelor of Science:

Environmental Design, Minor
in Art History University of
California, Davis, 2000
Universite Lyon Deux 1998

REGISTRATIONS
#C-33148

YEARS WITH LDA
17 Years

MEMBERSHIPS
American Institute of Architects
US Green Building Council

F&H CONSTRUCTION & LDA PARTNERS 15
I. D-BE Team Technical Design & Construction Expertise
Eric Swanson, PE, QSD/P, DBIA
Civil Project Manager
BKF Engineers
Working extensively in the Bay Area core, Eric’s specialty is with infill and reuse sites. Eric leverages his understanding of the local site conditions, governing jurisdiction requirements, and construction background to deliver projects. Eric is able to identify and summarize key factors that assist the local agency to select a preferred alternative. On all his projects, large or small, Eric strives to deliver value to the project team by exploring innovative design alternatives, understanding the value of stakeholder and community involvement, and respecting all aspects of the environment.

RELEVANT PROJECTS:

San Luis Obispo County Probation Department
Alameda County GSA A/E Services , Oakland
San Jose Police Department Academy Training Facility, San Jose Brentwood Police Station, Brentwood
Hayward City Center, Hayward
El Dorado County Juvenile Court, Placerville
SLO Transit Center , San Luis Obispo
Twin Creeks Apartments, San Luis Obispo
Orcutt Road, San Luis Obispo
Twin Creeks Apartments, San Luis Obispo

EDUCATION
BS Civil Engineering, San Jose
State University

REGISTRATION
Professional Civil Engineer, CA
No. 64607
Qualified SWPPP Developer and
Practitioner

AFFILIATIONS
American Society of Civil
Engineers
Urban Land Institute
Design-Build Institute of America
Stephen DeJesse, SE
Structural Engineer
IDA Structural Engineers
Steve DeJesse has over 37 years of experience in structural analysis, retrofit, design, studies, and construction administration. He brings his extensive knowledge and experience as the SEOR for public, office, commercial, mixed-use, and educational projects throughout California. He has a flexible approach to each design and is able to translate overall project goals into structural solutions.

RELEVANT PROJECTS:

San Luis Obispo County Probation Department
EMID Laboratory & Administration Building
Girls Inc. Office Headquarters
San Joaquin County Mental Health Offices
Santa Cruz Operation Office Building
Berkeley Courthouse Remodel
Cherryland Community Center - San Lorenzo
County of Santa Cruz Live Oak Library Annex
Kennedy Teen Center Renovation - Union City
Live Oak Rec Center Upgrade - Berkeley
Mosswood Recreation Center - Oakland
Roosevelt Middle School - Oakland
San Joaquin County Correctional Facility
Sonoma County Juvenile Hall

EDUCATION
California Polytechnic State
University, San Luis Obispo
Bachelor of Science in
Architectural Engineering, 1986

REGISTRATION
California Civil Engineer, 1988
(#C43648)
California Structural Engineer,
1991 (#S3527)

PROFESSIONAL AFFILIATIONS
Structural Engineers Association
of Northern California
American Institute of Steel
Construction

1616
16 City of Pismo Beach - New Public Safety Facility
I. D-BE Team Technical Design & Construction Expertise
William A. Thoma, P.E.

President – Professional Electrical Engineer
Thoma Electric, Inc.,
The Electrical Engineering Division of Thoma Electric, Inc. of which Mr. Thoma is President, is unique in the ability to maintain a close affiliation to the construction community due to the association with its sister Construction Division founded in 1961. As the Principal-in-Charge of the Electrical Engineering Division of Thoma Electric, Inc., Mr. Thoma is responsible for overseeing an Engineering Division of sixteen persons and a Construction Division of over forty persons. Mr. Thoma conducts electrical field studies, overall building evaluations and project feasibility reports. He has experience in all aspects of electrical construction; military, education projects at all levels, government, industrial, health care, commercial, institutional, residential, utility, public safety and historical renovation.

RELEVANT PROJECTS
San Luis Obispo County Probation Department
San Luis Obispo County Animal Services
Lucia Mar District Wide Data Upgrade
Lucia Mar Nipomo High School
Cal Poly SLO
San Luis Obispo County Animal Services

EDUCATION
California Polytechnic State
University, San Luis Obispo
Bachelor of Science in Electrical
Engineering, 1977

REGISTRATIONS
Registered Professional Engineer
License No. EE10757
California State Licensed
Electrical Contractor - License
No. C10-274276

YEARS WITH THOMA ELECTRIC
1981 – present
Jeff Thoma, P.E. – Vice President
Electrical Engineering Project Manager/Electrical Designer Thoma Electric, Inc.,
As Electrical Engineering Project Manager, Jeff will be the day-to-day in-house manager of the project for Thoma Electric, Inc. He will coordinate with the Architect and other consultants during each phase of work, and will be their primary contact for the course of the project. Jeff will work closely with Architect and other consultants in preparing construction documents. Jeff’s responsibilities include setting up single line diagrams, schedules, details, etc. for Engineer’s review as well as calculations (voltage drop, short circuit, load summary, etc.), panel schedules, circuiting and Title 24 lighting compliance forms. Jeff will have on-going coordination with the Architectural Job Captain through each phase of project and managing the drafting staff during production. As Project Manager, Jeff will be involved in all phases of the project including construction administration and project close-out.

RELEVANT PROJECTS
San Luis Obispo County Probation Department
San Luis Obispo County Animal Services
Lucia Mar District Wide Data Upgrade
Lucia Mar Nipomo High School
Cal Poly SLO
San Luis Obispo County Animal Services

EDUCATION
University of California at San
Diego, San Diego
Bachelor of Science in Electrical
Engineering, 2006

REGISTRATIONS
Registered Professional Engineer
– License No. E20823

YEARS WITH THOMA ELECTRIC
April 2016 – present

F&H CONSTRUCTION & LDA PARTNERS 17
I. D-BE Team Technical Design & Construction Expertise
John Hall
Project Manager
Boneso Brothers
Mr. Hall has managed many diverse projects. He’s an experienced project manager from the mechanical contractor level as well as construction administrator /mechanical designer at the mechanical engineering level. His experience is a crucial part of the Boneso Team.

RELEVANT PROJECTS
San Luis Obispo County Probation Department
San Luis Obispo County Animal Services
University of California, Santa Barbara , UCSB Classroom Building San Luis Obispo People’s Self-Help Housing, Broad Street Place Project Manager
University of California, Santa Barbara, Music II Air Handler Replacement Santa Ynez Chumash Museum & Cultural Center
Mathews Hospitality, Hotel Cerro, San Luis Obispo
Dignity Health – Marion Regional Medical Center, Boiler Replacement - Project Central Plant

YEARS WITH BONESO

BROTHERS
1921-Present

CERTIFICATIONS
OSHA 10 Safety Training
American Red Cross CPR / First
Aid
Certified Welder (4g)
Sheet Metal Worker’s
Apprenticeship Program.

Robert M. Boneso
Project Director
Boneso Brothers
While serving in the United States Navy. Robert received extensive training in the piping and welding field. Prior to starting Boneso Brothers Construction, Inc. Robert was General Superintendent for a $150,000,000/ year mechanical contracting company His extensive knowledge, expertise and experience in all aspects of the business has enabled him to successfully manage and complete numerous large and complex projects.

RELEVANT PROJECTS
San Luis Obispo County Probation Department
San Luis Obispo County Animal Services
County of Kings
California State University, Fresno
California Polytechnic State University, San Luis Obispo University of California, Davis South Valley Animal Health Project Director University of California, Santa Barbara
University of California, Merced

EDUCATION
United States Navy Plumbers and
Steamfitters Local 403

YEARS WITH BONESO

BROTHERS
1999-Present

LICENSES
Contractors License #769190
classifications:

General Building B General
Engineering A
Plumbing C36 Steam & Boilers C4
HVAC C20

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18 City of Pismo Beach - New Public Safety Facility
I. D-BE Team Technical Design & Construction Expertise
Sam Harned
Landscape Architect
San Harned Landscape Architecture
Sam Harned combines a creative design sense with a strong understanding of construction methods.

This combination provides a well-designed site that can be easily realized with conventional construction practices. Sam has over 21 years of experience covering all aspects of landscape architectural services from schematic and conceptual design to preparation of construction documents and construction administration. Sam has worked on a broad range of public and private projects throughout California.

RELEVANT PROJECTS
San Luis Obispo County Probation Department
Elk Grove Animal Shelter, Elk Grove CA
San Joaquin County Public Health Services Facility Replacement - Stockton, CA Bob Hart Square, Merced, CA
SJRCC Manteca Transit Station, Manteca, CA
MCERA Office Building, Merced, CA
EBMUD Pardee Administration Center, Ione, CA
McKeon Pavilion Courtyard, St. Mary’s College, Moraga, CA Shilling Park, Lathrop, CA
Mossdale Neighborhood Park, Lathrop, CA
Vista Colorado Elementary School renovations, Needles, CA

EDUCATION
B.S. Landscape Architecture
California Polytechnic State
University, SLO, CA 1993

REGISTRATION
Landscape Architect
Ca No. 4881

MEMBERSHIPS
American Society of Landscape
Architects, Tuolumne River Trust
Advisory Board Member, Return
Peace Corps Volunteer (RCPV),
Gabon 1994-1996, Rural School
Construction Program
Josef J. Tootle
Principal Engineer
Engeo
Joe brings more than 27 years of experience in project management, large hillside grading design, civil infrastructure design, probabilistic seismic hazard analysis, levee design, flood control structures, riparian corridor restoration, pavement design, hydrologic and hydraulic evaluations, and development of foundation criteria.

Joe has been the lead geotechnical consultant on hundreds of large projects that have collectively included more than 100 million cubic yards of earth work; hundreds of miles of roadway improvements; public infrastructure, including bridges, tunnels, levees, detention basins, highways and light rail transit corridors; commercial and retail centers; community centers; public buildings, including libraries, public schools and community colleges; and police and fire stations.

RELEVANT PROJECTS:

Porter Ranch, Los Angeles, CA
Plum Canon, Santa Clarita, CA
Westside Purple Line Extension 2 and 3, Los Angeles, CA Newhall Ranch, Valencia, CA
Norris Canyon Road Landslide, Mile 0.30, San Ramon, CA
Monarch Dunes, Nipomo, CA
Tejon Mountain Village, Kern, CA

EDUCATION
MS Civil Engineering University of
California at Berkeley 1995
BS Civil Engineering San Jose
State University 1994

REGISTRATION
Geotechnical Engineer, CA 2677
Professional Engineer, CA 58282

AFFILIATIONS
FMA - Floodplain Management
Association

F&H CONSTRUCTION & LDA PARTNERS 19
I. D-BE Team Technical Design & Construction Expertise
Kate Conway, PE
Principal Project Engineer
Axiom Engineers, Inc.

Over 15 years’ experience as a Mechanical Engineer with AXIOM. Experience in HVAC design, energy computer simulations and analysis, plumbing, water conservation, mechanical systems design, and project management for both residential and non-residential projects. Key strengths: in-depth knowledge of engineering fundamentals, organization, communication, problem solving abilities and attention to detail. As Principal, coordinates with clients to develop project scope, works with engineering team to develop relevant system selection, manages project engineering and technical staff, and enforces company standards for design and project approach. Creates proposals, reviews drawings for code compliance, reviews submittals, and tries to achieve a high level of client satisfaction on every project.

RELEVANT PROJECTS:

San Luis Obispo County Probation Department
Salinas Valley Memorial Hospital: Fresno VA Hospital
Santa Cruz Community Health Center and Dientes
Doctors on Duty: Monterey Remodel of existing clinic
City of Monterey - Monterey Conference Center Upgrade
Monterey County courthouse East and West Wing remodel

EDUCATION
BS, Mechanical Engineering
University of California at Santa
Barbara

REGISTRATION
California Mechanical Engineer,
License No. M36477
LEED Green Associate
Matt Andahl
Senior Project Engineer
S&M Fire Protection, Inc.
• Installation, fabrication, and maintenance of commercial and residential fire sprinkler systems in new and existing buildings
• Installation and inspection of fire pumps and various valves • Inspect and test installed systems using hydrostatic testing and pressure gauges • Management of bidding, submitting plans, and ordering material RELEVANT PROJECTS:

San Luis Obispo County Probation Department
San Luis Obispo County Animal Services
Cal Poly University Neighborhood Bldg 19 Renovation & Sitework Santa Maria High School- 50 Classrooms
Vandenburg Space Force Base-SLC 3 F780 Fire Pumps

EDUCATION
Local 669 JATC 5 year
Apprenticeship Training
Program through Washtenaw
Community College
2007-2011
Local 669 Foreman 2011-2018

REGISTRATION
C-16 Fire Protection Contractor
License
OSHA 30
California State fire certification
training

II.

PROPOSED CONCEPT DESIGN AND

DESIGN APPROACH

F&H CONSTRUCTION & LDA PARTNERS 20
II. Proposed Concept Design and Design Approach

UTILIZING OUR TEAM EXPERIENCE
Our team is made up of experts in their fields of construction and the design-build delivery method. All team members have been working together throughout the procurement process to provide the best insight in order to cut potential costs, yet provide the best possible facility for the City. Our building trades and contractors worked directly with the architectural and design team to validate actual and real costs of the specific program elements. The cost proposal does not include “plug” numbers or assumptions, which would be misleading and a disservice to the City. Therefor our cost proposal of the Base Program Design reflects real and validated costs from multiple subcontractors.

We have provided line item budget for the City’s review and analysis. As acknowledged ins several conversations with the City, there is significant budgetary and inflationary pressure upon the construction industry as a whole. Per our conversations with the City, several aspects of the required and defined program are significant cost contributors.

ARCHITECTURAL BASE PROGRAM DESIGN OVERVIEW
Our proposed Base Program Design is directly based upon input gathered at our confidential meetings and the design and program requirements of the RFP. The building is typical of a mid-sized office building using a standard steel column layout. Differences in exterior cladding materials provide visual interest and differentiate between program spaces.

Aesthetically our proposed design can be described as enhancing the historical facade of the old school/ City Hall while revising the facade of the fire station to provide visual compliment” utilizing materials than are common in Pismo Beach and are soothing and welcoming at a pedestrian scale.

The materials and site layout takes its cues from mimics the surrounding neighborhoods and the downtown area of Pismo Beach. The building is proposed to built from a traditional steel primary structure and interior metal stud framing. Using the simple building form along with the selected materials provide for a simple civic architecture the responds primarily to the need of the users and its customers along with the site.

The overall layout of the facility responds directly to the Program and are organized by staff department. Care was taken to ensure that respective adjacencies identified in our confidential meetings and via addenda were addressed and that the overall design reflects the original intent and provides a functional space. Therefore our layout reflects the programmatic need of the City.

INTEGRATION OF DESIGN STANDARDS
Our design philosophy reflects current standards in justice facilities, ensuring that there are public and secure sides of client interaction, separation of staff and public vehicular access, and separation of client transfer from public areas. These features reflect current security measures as well as the well-being of staff. Critical design features include the use of natural light, the right kind of artificial lighting, visual enrichment of views, break areas, and flow patterns, allowing staff to flow and use space as efficiently as possible.

BUILDING & SITE
The key to understanding the City’s needs was the participation in the Confidential Meetings.

In our first meeting we asked the City, and the review panel differing questions as to what their BOARD EXERCISE FROM CONFIDENTIAL MEETING #1

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21 City of Pismo Beach - New Public Safety Facility
II. Proposed Concept Design and Design Approach
expectations were relative to the final facility. While there were many opinions, about varying aspects of the new facility, several items came up which reflected increased importance from the City. As such, our proposed enhanced design reflects the desires and needs expressed within the confidential meetings
• Functionally
• Site circulation
• Cost
• Transparency
• Efficient in terms of use, maintenance, and operational costs.

The bldg layout reflects a responds to our enhanced site plan. Per our confidential meeting, the vehicle storage is shifted to the rear of the site allowing for more room for overall vehicular circulation. This helps with turning movements and provides a visual barrier from the secure area of the complex. In this orientation, the site plan and parking layout reflects a more efficient layout and help with separation between the police and fire areas. This also reduces the number of security gates and helps create a more secure facility.

The Police Department building maintains the programmatic layout indicated with the RFP but with several built in enhancements such as exterior covered patios on the second floor for both staff and dispatch. Enhanced ceilings throughout are at 9’-0” min. and have upgraded finishes at the first and second floor lobbies. Additional included enhancements include upgraded flooring in locker areas, elevator equipment room, monument signs and a memorial plaza.

At the Fire Department side, we have included voluntary enhancement within our base proposal. This provides 2 heavy duty apparatus bays along with 3 light duty apparatus bays. Since this facility needs to last 30-50 years, we have provided interior spaces that are right sized based upon the need, rather than existing walls. This allows for maximum efficiency and function over the life of the building. Additional enhancements include additional storage areas, a revamped entry plaza and higher ceiling heights throughout.

EXISTING SITE

F&H CONSTRUCTION & LDA PARTNERS 22
II. Proposed Concept Design and Design Approach

DURABLE MATERIALS
As we discussed in our confidential meetings, the most significant cost of the new facility will be its annual O & M costs. To that end, the more we can do upfront to minimize the wear and tear on the building, the more money the City will save in the long term. Our building material approach is based upon that methodology. Exterior surfaces are a mix of simple stucco, with brick enhancements to compliment the existing brick facade. High slope roofs are clad in metal roofing while low slope roofs are single ply PVC with traffic pads along maintenance walkways. All of these ,materials are extremely durable, can take extreme public wear and tear and require minimal maintenance. These materials also lend itself to the buildings simple forms, while creating a welcoming aesthetic.

VIEW FROM ENTRY

SITE PLAN

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23 City of Pismo Beach - New Public Safety Facility
II. Proposed Concept Design and Design Approach
2ND FLOOR ORGANIZATION PLAN PD
1ST FLOOR ORGANIZATION PLAN PD

F&H CONSTRUCTION & LDA PARTNERS 24
II. Proposed Concept Design and Design Approach
1ST FLOOR ORGANIZATION PLAN FD

AERIAL - FD

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25 City of Pismo Beach - New Public Safety Facility
II. Proposed Concept Design and Design Approach
Listed below is a building program report. It gives the room sf deviation between the bridging documents and our enhanced option.

F&H CONSTRUCTION & LDA PARTNERS 26
II. Proposed Concept Design and Design Approach
Listed below is a building program report. It gives the room sf deviation between the bridging documents and our enhanced option.

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27 City of Pismo Beach - New Public Safety Facility
II. Proposed Concept Design and Design Approach
1ST FLOOR PLAN RCP - PD
2ND FLOOR PLAN RCP - PD

F&H CONSTRUCTION & LDA PARTNERS 28
II. Proposed Concept Design and Design Approach
1ST FLOOR FINISHES - FD
1ST FLOOR FINISHES - PD
2ND FLOOR FINISHES - PD

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29 City of Pismo Beach - New Public Safety Facility
II. Proposed Concept Design and Design Approach

WEST WITH PD MEMORIAL
AERIAL

F&H CONSTRUCTION & LDA PARTNERS 30
II. Proposed Concept Design and Design Approach

FD ENTRY

NEW RAMP

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31 City of Pismo Beach - New Public Safety Facility
II. Proposed Concept Design and Design Approach

PD ENTRY

WADSWORTH

BELLO FRONTAGE

F&H CONSTRUCTION & LDA PARTNERS 32
II. Proposed Concept Design and Design Approach

EXTERIOR ELEVATIONS - PD

EXTERIOR ELEVATIONS -FD

3333
33 City of Pismo Beach - New Public Safety Facility
II. Proposed Concept Design and Design Approach

ROOF PLAN - FD

BUILDING SECTIONS - FD

F&H CONSTRUCTION & LDA PARTNERS 34
II. Proposed Concept Design and Design Approach

BUILDING SECTIONS - PD

ROOF PLAN - PD

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35 City of Pismo Beach - New Public Safety Facility
II. Proposed Concept Design and Design Approach

CIVIL OVERVIEW
The new Public Safety Facility will be constructed adjacent to and as part of the existing Police and Fire station building on the corner of Wadsworth Ave. Critical components of the Civil design will be grading, storm-drain detention discharge and conforming to the existing topography of the site.

FEMA, FLOODPLAIN, GRADING
The existing site is sloping hillside but is within Zone X on the FEMA flood map. The existing site has an existing 12-15’ grade difference between the front of the site to the rear, a slope of approx 8-10%. Finish floors will be set to achieve ADA requirements, positive drainage away from the building, and a proper release from the site.

The site is intended to be graded to follow and conform to the existing topography. Finished floors will be set to achieve ADA requirements, positive

FEMA FLOOD MAP

CONCEPTUAL GRADING DIAGRAM

F&H CONSTRUCTION & LDA PARTNERS 36
II. Proposed Concept Design and Design Approach

CONCEPTUAL UTILITIES DIAGRAM
drainage away from the building, and a proper release from the site. The site grading will conform to the building with the assistance of retaining walls and sloped driveways. Two new commercial driveways will connect the site to Bello Street and Wadsworth Ave. Existing perimeter sidewalk and ramps will be reconstructed to meet current ADA code.

In order to meet ADA standards while maintaining the Fire Department finish floor elevation, multiple retaining walls will be required. The majority of these will be in the range of three feet tall. The tallest portions of some walls will reach heights of seven feet. The existing eight foot retaining wall at the northern property line will be protected.

UTILITIES
Proposed new site utilities will be coordinated with the building connection points based on the interior MEP design. Site utilities will be designed such that they do not conflict with proposed or existing improvements. The project design will be coordinated with each utility agency and will provide the necessary deliverables for permit.

Due to the age of the existing water infrastructure, all services and meters for each building will be replaced. One domestic water and one fire water line connection to the water main in Wadsworth Avenue will serve the new police department and vehicle storage buildings. One domestic water and one fire water line connection to the water main in Bello Street will serve the new fire department building. All four services will require back-flow preventers. Both domestic water services will require new water meters. Both main buildings will require fire department connections and post indicator valves.

It is assumed the vehicle storage building will note require an additional fire department connection and post indicator valve. It is assumed that two new fire hydrants will be required. The actual number will be at the discretion of the fire department. Any landscape irrigation will be handled by the landscape designer.
• Domestic and Fire Water: There will be 2 total new water and fire water line connections to the water main within Wadswoth and Bello. The proposed water infrastructure includes hydrants, meter, back-flows, fire department connections, and a post indicator valve. • Sanitary Sewer: The site will be served by a new sewer line that will flow by gravity from each building to the existing main in Bello Street to the west.
• Gas: The gas line is proposed to connect to each building from the existing mainline within Wadsworth Ave. and Bello Street.

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37 City of Pismo Beach - New Public Safety Facility
II. Proposed Concept Design and Design Approach
Due to the age of the existing sewer line, sewer laterals for each building will be replaced. There will be two total sewer line connections to the main in Bello Street. All two laterals will flow by gravity. A new sewer lateral and sand/oil separator will capture fire apparatus wash flows and tie into this same line. This separator could be installed in the apparatus bay, or in the apparatus driveway. A new mechanical diverter valve will also be required to divert sewer flows when vehicle washing occurs.

Due to the age of the existing gas lines, the laterals for each building will be replaced. In our initial design, the gas service for the police building will come from Wadsworth Avenue. This service has the option of coming from Bello Street, if needed. The gas service for the fire department building will come from Bello Street. Two new meters will be installed.

STORM DRAINAGE STRATEGIES / MANAGEMENT
The storm drain system will capture runoff from the new impervious areas and convey the stormwater to two infiltration/retention tanks to be located in the lower parking lot on Bello Street. The stormwater will be retained in the tank release offsite at pre-improvement levels based on the 95th percentile storm. Flows will discharge onto Bello Street. Trash capture devices and sumps within the inlets will be used to mitigate unwanted debris within the retention tank and bioretention area.

The proposed site storm water design intends to meet the Central Coast Region post-construction stormwater management requirements, dated July 12, 2013 and the County of San Luis Obispo Public Improvement Standards, dated 2019. The proposed building and hardscape will be treated through the combination of a retention tank and biofiltration treatment system. Runoff retention for WMZ 4 of the Central Coast Region will be met by retaining and infiltrating the 95th percentile storm onsite within the treatment measures mentioned above. Flow control requirements described in section 5 of the County of San Luis Obispo Public Improvement Standards are met by retaining the 95th percentile storm onsite. Both tanks will have bypass pipes to allow larger storms to be released onto Bello Street. There are no City storm mains In Bello or Wadsworth available for direct connection. Storm overflows will be conveyed eastward via the existing Bello Street gutter to a culvert in Pismo Avenue.

HARDSCAPE, PARKING & PLAZAS
Pavement sections will ultimately be designed by the geotechnical engineer. Assumed sections have been shared with the design team based on the recommendations from “soils engineering report update” dated 12-3-2021, other projects in the vicinity , and various fire facilities. Refer to landscape and architectural plans for other decorative pavements sections for the site. No existing pavement is intended to be protected and reused.

VEHICLE TURNING MOVEMENTS

F&H CONSTRUCTION & LDA PARTNERS 38
II. Proposed Concept Design and Design Approach

LANDSCAPE OVERVIEW - LID AND STORM WATER MANAGEMENT
The landscape design for the project will be developed in conjunction with the designs for the overall project, and will create a landscape plan for the project that is aesthetic, functional, and environmentally-conscious. The landscape will be designed to meet the Owner’s goals, the City’s Water Efficient Landscape Ordinance (WELO), jurisdictional standards and requirements, and existing sensitive environmental conditions, as well as minimizing water-use and long-term maintenance needs.

The team will develop an appropriate plant pallet adapted for successful use in storm water (LID) treatment locations with the intent of removing pollutants, slowing the flow of storm water and increasing infiltration of moisture into the soil. Treatment areas will be isolated systems for both plant species selections and irrigation system applications.

SITE DESIGN
The site design will coordinate with the building designs and existing character of the school building to provide an aesthetic design that is coordinated with each of the buildings and is cohesive with existing residential neighborhood. The street frontage design will be designed to establish this facility as a civic center but with a residential character. The landscape will provide for an aesthetic street frontage appearance, and will provide functional shading to the building, parking lot and pedestrian spaces of the site. Planting will be used to facilitate way-finding throughout the site by high-lighting entries, main routes of travel, and high-visibility locations. Plant and irrigation design will be coordinated with the overall grading and drainage design for the project to maximize the sites grading design and to minimize the potential for erosion. The design will also be developed based on local environmental conditions such as solar exposure, soil properties, slope, and other local site conditions.

PLANTING
All planting areas of the site will include new landscaping, including shrubs, ground covers and ornamental grasses. The existing oak tree in the rear of the site will be retained and landscape improvements around the tree will be minimized to retain as much of the tree’s existing habitat as possible. Plant species will include robust CA natives and other plants well-adapted to this region to minimize water needs and maximize durability, and will be as approved by the City. Trees will be included throughout the site to provide shading, way-finding, and site organization. Trees will be a mix of deciduous and evergreen to provide interest and variation throughout the year. Shrubs and ground covers will be a mix of evergreen and deciduous with flowering for both color and season to provide year-round interest. The plant design will: reduce long-term maintenance needs by locating plants in locations specific environmental needs of each species; be comprised of non-toxic and non-invasive species; will space plants for full maturity without over-crowding to keep views through vehicle areas open for safety, and to minimize the need for shaping or pruning - all hedges will be informal and natural (i.e. non-sheared); and will group plants into hydrozones comprised of other plants with similar water to maximize irrigation efficiency and minimize watering needs. Landscape along the street frontage will match species, spacing and design similar to the existing streetscape for continuity of the street front presence.

IRRIGATION
The design of the irrigation system will be fundamentally based on reduced and intelligent water usage, and will meet and exceed WELO requirements. The controller systems and sensors will provide a fully-automated weather-based control system for ease of maintenance, and will coordinate with any existing Owner-operated control system. The irrigation system will be designed based on hydrozones that will take into account such elements as solar orientation, plant water needs, slope, and soil characteristics. The irrigation system will include robust and easily maintainable components to provide water to each plant, and will include State-mandated equipment such as flow sensors and master valves to control and limit the amount of water applied onto the landscape. Equipment and materials used in the system will meet the City’s standards and preferences. Project documents will include all appropriate calculations and documentation to satisfy and exceed the water budget established by the City’s WELO.

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39 City of Pismo Beach - New Public Safety Facility
II. Proposed Concept Design and Design Approach

CONCEPTUAL PLANTING DIAGRAM

ACCENT TREE
Medium to large tree with interesting branch structure and flowers.

Jacaranda mimosifolia / Jacaranda Multi-Trunk
Metrosideros excelsa / New Zealand Christmas Tree

SHADE TREE
Medium to large tree to provide shade and street frontage presence.

Liquidambar styraciflua 'Rotundiloba' / Round-Lobed Sweet Gum Lophostemon confertus / Brisbane Box
Magnolia grandiflora / Southern Magnolia

EVERGREEN SHRUB / HEDGE
Medium evergreen shrubs for borders, edges, and foundation planting.

Callistemon viminalis 'Little John' / Little John Weeping Bottlebrush Grevillea x 'Noellii' / Noel Grevillea
Rhaphiolepis umbellata 'Minor' / Dwarf Yedda Hawthorn
Westringia fruticosa / Coast Rosemary

ACCENT SHRUB
Medium size shrubs with striking foligage, texture or flowers.

Aloe arborescens / Torch Aloe
Anigozanthos x 'Bush Baby' / Bush Baby Kangaroo Paw
Dendromecon harfordii / Island Bush Poppy
Epilobium californicum / California Fuchsia
Hesperaloe parviflora / Red Yucca
Salvia greggii / Autumn Sage

INFILL SHRUB
Medium shrubs for mass planting
Cistus x hybridus / White Rockrose
Dietes bicolor / Fortnight Lily
Nandina domestica 'Moon Bay' / Moon Bay Heavenly Bamboo Rhaphiolepis indica / Indian Hawthorn

BUFFER / SCREEN SHRUBS
Medium to large evergreen shrubs for screening, background and buffer planting
Heteromeles arbutifolia / Toyon
Leucophyllum frutescens 'Green Cloud' TM / Green Cloud Texas Sage

ORNAMENTAL GRASS
Mass of ornamental grasses to provide texture and motion in the breeze.

Calamagrostis x acutiflora 'Karl Foerster' / Karl Foerster Feather Reed Grass Chondropetalum tectorum / Cape Rush
Muhlenbergia capillaris / Pink Muhly Grass
Muhlenbergia rigens / Deer Grass

ACCENT GROUND COVER
Low growing plants with interesting texture, color or flower to highlight focal areas and entries.

Liriope muscari / Lilyturf
Penstemon parryi / Parry's Beardtongue
Salvia chamaedryoides / Mexican Blue Sage
Verbena peruviana / Peruvian Verbena

LOW GROWING GROUND COVER
Low growing evergreen ground cover for mass planting, may be used for slope stabilitization
Baccharis pilularis 'Twin Peaks #2' / Twin Peaks #2 Coyote Brush Ceanothus griseus horizontalis / Carmel Creeper
Juniperus horizontalis 'Blue Chip' / Blue Chip Creeping Juniper Rosmarinus officinalis 'Huntington Carpet' / Huntington Carpet Rosemary

NATIVE HYDROSEED
Native hydro-seeding on existing bank at oak tree. Non-irrigated in this area unless specifically needed for the health of oak tree.

Turf Hydroseed / Native seed blend, non-irrigated

CONCEPT PLANT SCHEDULE
NORTH
Conceptual Landscape Plan
Pismo Beach Public Services Facility - Pismo Beach, CA
0'10' 20' 40'
scale: 1" = 20'-0"
February 2023
Fire Department
Bello Street
Wa
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A
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Police Department
Police Parking
Vehicle
Storage
Covered Parking
Ex. Oak, to remain
Ge
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Co
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Sallyport
Swinging
Gates
Swinging
Gates
Ramp Ra
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p
Steps
Sign
Commemorative
Space
Commemorative
Space
Steps
Patio
Ex. Walnut
Sliding
Gate
Trash
Enclosure
Bike
Rack
Bike
Rack

CONCEPTUAL FOUNDATION PLAN - PD

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II. Proposed Concept Design and Design Approach

STRUCTURAL SYSTEMS OVERVIEW
The project comprises multiple buildings on a sloping site. • A new Police Department
• A renovated building for the Fire Department
• A new Storage Building
The proposed buildings are a 2-story steel framed structure (police) on a sloping site and a heavy renovation of a wood framed single story structure (fire). Due to the sloping nature of the site, the first floor of the police building is at reference elevation +0, with the 2nd floor at reference elevation +17 feet. The west and south sides of the building are accessed at approx level -6, with the north side accessed at level +0. New structural retaining walls ranging from 1 to 6 feet tall will be constructed at the project eastern property line. Additional site work including ramps and stairs is included. There will be a retaining wall at the east side of the site and along the vehicle storage out to the site as necessary to adjust the grades. At the Fire Station, the eastern access will be at grade while the main entry along the western edge will maintain its existing elevation above native grade. Structural design will be per the 2022 California Building Code (CBC) with local amendments.

KEY STRUCTURAL SYSTEM SELECTIONS AND ADVANTAGES
Police Department
The 2nd floor and roof are designed as structural steel systems with buckling restrained braces (BRBs) for lateral resistance. It is our opinion that this system provides the best combination of flexibility in the floor plan, economics, structural performance, and durability. Other systems, such as light wood frame, mass timber or concrete will require compromises in one or more of these attributes.

Roof framing consists of bare metal deck without concrete fill spanning to wide flange steel beams. Beams span north/south to steel wide flange girders, which are typically supported on wide flange columns. Deck is assumed to be welded to supports, although other attachment methods such as powder driven pins, will be considered during detailed design.

CONCEPTUAL FRAMING PLAN - PD

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Second floor framing consists of lightweight concrete fill over metal deck. Fill will contain reinforcing steel or mesh to provide resistance to shrinkage, and nominal negative moment capacity over supports. Deck should be laid out in 3-span configuration wherever possible.

Steel floor beams will have welded studs at the top flange to provide composite action with the deck. Composite beams are typically lighter and provide better floor performance than non-composite beams. Steel beams will span to steel girders, which are supported on wide flange columns.

The lateral force resisting system will consist of the metal decks acting as horizontal diaphragms, distributing seismic forces to BRB frames based on relative stiffness. Frames will transfer seismic forces to the foundation.

Per the conceptual geotechnical report provided in the RFP, the site is underlain by up to 20 feet of fill. Foundation support must be derived in the rock underlying this fill. This precludes the use of a non-structural slab on grade and shallow footings. Instead, the first floor will consist of either a uniform thickness concrete mat supported on a grid of cast-in-place caissons; or a thinner slab, spanning to a grid of grade beams, which in turn are supported on caissons. Whichever system is chosen will transfer all building vertical loads to the underlying rock, and building lateral loads to the fill soil below a depth of 2 feet. Total caisson depths are anticipated to be 25 to 30 feet below the bottom of the grade beams.

Exterior walls will be light gage metal studs, non-bearing. Studs will be attached to the first floor slab with powder driven pins through a track.

Connections at the 2nd floor and roof need to allow for both vertical movement and lateral drift of the structure during an earthquake. Exterior stud options are: 8” x 54 mil 600S200-54 at 24” oc or 600S162-54 at 16” oc. Additional studs will be required at corners and intersections.

The south wall of the new building will incorporate a brick wall that is part of the south wall of an existing building on site, planned to be demolished.

This wall will be shotcreted on the interior face, cut into sections, and re-located in the new building. This wall will be non-structural in the new building, anchored back to the new steel frame.

FIre Department
This part of the project consists of a renovation to an existing building and the addition of Apparatus Bays. The addition may be structurally independent of the existing building-see discussion below. The entire building is single story.

The RFP package included most of the original structural drawings, except for the foundation plan. Location and size of existing foundations and shear walls is not completely known. Some of these elements have been inferred based on details provided; however, field verification will be required.

The new Apparatus Bays will be framed with TJI type roof joists, spanning to either glu-lam girders or bearing walls. Bearing walls will be either 2x6 studs or laminated veneer lumber (LVL) studs for walls taller than approximately 12 feet.

The lateral force resisting system will consist of plywood roof diaphragms spanning to plywood shear walls. These walls will transfer lateral forces through anchor bolts to the foundations.

The conceptual geotechnical report does not specifically address the combination of existing and new foundations as will occur at this building.

The existing drawings do not indicate deep foundations such as drilled caissons or piles, and appear to indicate deepened spread footings. It is our assumption that the existing building is founded on these deepened spread footings, and not caissons.

Response to RFI #50 indicated that the base bid could allow for some of the additions to be structurally tied to the existing building, with the Apparatus Bay seismically separated. The foundation system for the attached addition would be deepened spread footings, and the foundation system for the Apparatus Bay would be caissons. Enhancement 1would require all additions to be structurally separated from the existing building with caissons for all foundations. The structural drawings produced by IDA show caisson foundations in plan for all additions. This is a better

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II. Proposed Concept Design and Design Approach
approach in our opinion for an Essential Services Facility. An alternate detail for deepened foundations has been provided if found to be appropriate through further subsurface studies. The final foundation type will be determined during schematic design.

Storage Building
Our team will provide design criteria for the superstructure, as well as full design for the foundation. The foundation type will most likely be a conventional concrete slab.

Light Gage Framing
Exterior walls will be light gage metal studs, non-bearing. Studs will be attached to the slab on grade with powder driven pins through a track.

Connections at the 2nd floor and roof need to allow for both vertical movement and lateral drift of the structure during an earthquake.

Exterior stud options are: 8” x 54 mil 800S162-54 at 24” oc or 600S162-54 at 16” oc. Additional studs will be required at corners and intersections.

Design Criteria
Dead Loads
Roof 25 psf
Floor 60 psf

Live Loads:

Roof 20 psf
Floor - typical 80 psf
Floor – Assembly 100 psf
Floor – Storage 125 psf

Rain Loads Per ASCE 7-16 Section 8.3
Wind Criteria
Risk Category IV
Exposure Category: C
Basic Wind Speed 103 mph

Seismic Criteria
Risk Category IV
Importance Factor: .5
Site Class D
Seismic Design Category D (To be confirmed through calculation) R factor-Police 8.0 (Buckling Restrained Braces)
R factor-Fire 6.5 (Wood shear walls)
Foundation Criteria
To be confirmed through subsurface investigation
Allowable bearing pressure 3,000 psf DL+LL, 4,000 psf DL+LL+EQ Soil subgrade modulus 50 pci
Retaining wall
Active pressure static 60 pcf
Active pressure seismic 30 pcf
Passive pressure 450 pcf

MATERIALS
Concrete
Reinforcement: Grade 60 at slabs, 75
ksi elsewhere
Concrete Strength: f’c = 3000 psi slabs,
4,000 psi elsewhere
Structural Steel
Wide flange: A992
Angles, channels, plates: A36
Tube columns: A500 grade B
Cold Formed Steel
Cold Form Steel Joists: A653, fy =
50ksi
Cold Form Steel Studs: A653, fy =
50ksi
Wood
Glu-laminated lumber 2 4F-V4
Douglas Fir
Wood web joists Trusjoist “TJI” or equal
Sheathing Structural I grade
Lumber Douglas fir No. 1 for beams/posts
Douglas fir No. 2 for studs, plates,
blocking

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CONCEPTUAL FRAMING PLAN - PD

CONCEPTUAL FOUNDATION PLAN - PD

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II. Proposed Concept Design and Design Approach

MECHANICAL / PLUMBING OVERVIEW
The mechanical and plumbing system selections play a critical part in the long term operation of the facility. Our team focuses on the integration of these systems into the structural and architectural designs to ensure adequate maintenance clearances are provided and involve all parties in the coordination. By using our in-house expertise and our experienced engineers, we are able to ensure that the concepts and intentions of the design are fully translated to the functioning mechanical and control systems to provide seamless operation and functionality.

BENEFITS TO CITY OF PISMO BEACH
• An energy efficient design that provides reduced operating costs • A focus on indoor air quality that provides a healthy environment for building occupants • Durable components that create a reliable overall system

DESIGN APPROACH
Energy Conversation / Sustainability:

There are numerous energy efficiency opportunities to keep energy demand and cost low without affecting facility operation. The conservation of energy and natural resources was weighed against the future operating cost when incorporating the following mechanical concepts into the design:
• High efficiency rooftop air conditioning units with variable speed motors and variable speed compressors to effectively modulate airflow and cooling capacity as heating / cooling demands fluctuate. • Airside economizers to cool and ventilate indoor spaces with 100% outside air. • High Efficiency Hot Water Heaters.
• Low velocity ductwork to reduce airflow static pressure loss and substantially lower fan power demands.

Maintainability / Operability:

One of the highest long term costs of a facility is associated with both operation and maintenance of the mechanical systems. Evaluating a design solution without this understanding does not represent the true cost of ownership. This was considered when incorporating the following mechanical concepts into the design:
• Coordinated access / clearance for all equipment service zones.

CONCEPTUAL HVAC DIAGRAM - 1ST FLOOR

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CONCEPTUAL ZONING PLAN- 1 ST FLOOR PD
CONCEPTUAL ZONING PLAN- 1 ST FLOOR FD
CONCEPTUAL ZONING PLAN- 2ND FLOOR PD

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II. Proposed Concept Design and Design Approach
Water Conservation:

Water conserving plumbing fixtures will be provided in an effort to reduce water required for sewage conveyance and normal occupant use. 1.28 gallon / flush water closets, 0.125 gallon / flush urinals, 1.5 gallon/minute shower heads and low flow metering lavatory faucets will be used. Plumbing fixtures will be commercial quality with flush valves, faucets and trim to meet project requirements, fully complying with ADA where required. All plumbing fixture flows will meet the 2019 California Green Building Standards Code at a minimum.

DESIGN SOLUTION

1. Codes and Standards
• ASHRAE 2021 Handbook, Fundamentals
• ASHRAE 2022 Handbook, Refrigeration
• ASHRAE 2022 Handbook, HVAC Applications
• ASHRAE 2020 Handbook, HVAC Systems and Equipment
• ASHRAE 55-2010 Thermal Environmental Conditions for Human Occupancy • 2022 California Building Code (CBC), California Code of Regulations, Title-24, Part 2
• 2022 California Mechanical Code (CMC), California Code of Regulations, Title-24, Part 4
• 2022 California Plumbing Code (CPC), California Code of Regulations, Title-24, Part 5
• 2022 California Fire Code (CFC), California Code of Regulations, Title-24, Part 9 • 2022 California Electric Code (CEC)
• 2022 California Building Energy Efficiency Standard for Nonresidential Compliance, California Code of Regulations, Title-24, Part 6. • 2022 California Green Building Standards Code, California Code of Regulations, Title-24, Part 11.

2. Mechanical System Design Strategies
• Low pressure drop ductwork ventilation design
• Use of high efficiency motors.
• Electrically Commutated Motors (ECM) for maximum efficiency on the low horsepower motors.
• Low velocity coil and filter selections to reduce fan energy consumption. • Use of VRF for DX heating and cooling , based on 300 cfm per square foot • Use of T-Bar registers and hard lid registers for wooden ceilings • Use of return air to help minimize energy use
• Make up air / DOAS Unit will introduce 100 % outside air requirements. • Use of transfer air for select restrooms

3. HVAC Systems Description
A. Corridor ventilation Design
• Will be served by low silhouette LG fan coils sized appropriately • Energy Efficient, low noise, and low maintenance, with filter racks for easy maintenance

B. Bathroom Exhaust / Locker Rooms / Fitness • Will be served by low silhouette LG fan coils sized appropriately.
• Exhaust fans provided for restroom areas to maintain
negative pressure.
• Locker rooms will be exhausted by a rooftop exhaust
fan

C. Office areas
• Will be served by low silhouette LG fan coils sized
appropriately.
• Return air strategies implemented in these areas, by
means of ducted returns.
• Energy Efficient, low noise, and low maintenance with filter racks for easy maintenance

D. Conference / Training rooms
• Will be served by low silhouette LG fan coils
sized appropriately. With lined plenums for sound
absorption
• Return air strategies implemented in these areas, by
means of ducted returns
• Demand control ventilation used in high density areas (per 2019 CEC)

E. Armory
• Dedicated exhaust fan on backup power
F. Vehicle Transfer
• Exhaust fans , in high area only with individual Radiant heaters for temperature control
• Exterior louvers with CO-2 monitoring introducing
Outside air as needed.

G. Vehicle Transfer
• Exhaust fans , in high area only with individual Radiant heaters for temperature control
• Exterior louvers with CO-2 monitoring introducing
Outside air as needed.

H. Copy / Print / mail rooms and breakroom areas
• Will be served by low silhouette LG fan coils sized

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II. Proposed Concept Design and Design Approach
appropriately.
• Exhaust fans provided to maintain negative pressure.

I. IDF / Tele-data
• All year round cooling via a stand alone split system air conditioners.

J. Electric Rooms
• No mechanical cooling shall be provided to electrical rooms with no transformers placed within the electrical room.
• Mechanical cooling or exhaust ventilation to all electrical rooms with transformers
K. Janitor Room
• Exhaust fans provided for restroom areas to maintain negative pressure.

4. Load Calculation Conditions
A. Outdoor Design Conditions
• Summer: 87°F db/65°F WB (ASHRAE 0.5% San Luis Obispo, CA) • Winter: 33°F (ASHRAE 0.2%, San Luis Obispo, CA)
• California Climate Zone: 5
B. Indoor Design Conditions
• Cooling: 74°F +/- 2°F
• Heating: 72°F +/- 2°F

5. Plumbing Systems
• Domestic Hot Water will be produced by electric heat pump water heaters. • Low water consuming plumbing fixtures to provide reduction in water use, and associated waste.
• Hose bibbs to be cold water only.

6. Plumbing Materials
• Above ground Domestic Hot / Cold water pipe:

Copper type L soldered 1/2”-2” sil-fos 2 ½” & larger.
• Underground Domestic Cold water pipe: Copper type
K brazed.
• Above ground DWV: No hub cast iron.
• Below ground DWV: No hub cast iron.
• Condensate Drain: Copper type M brazed.
• Natural Gas: Sch 40 black steel.

7. Plumbing Fixtures
• Water closet: American Standard or equal
• Urinal: American Standard or equal
• Flush valve: Sloan or equal
• Lavatory: American Standard w/ Symmetrix faucet
or equal
• Sink: Elkay w/ Kohler faucet or equal
• Mop sink: Florestone w/ Zurn faucet or equal.
• Hand sink: Just w/ Just faucet or equal.
• Kitchen sink: Dayton w/ Kohler faucet or equal.
• Laundry sink: Kohler w Kohler faucet or equal.
• Floor drains: Jay R. Smith or equal
• Carriers: Jay R Smith or equal
• Drinking fountain: Haws or equal.

CONCEPTUAL PLUMBING - FD

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II. Proposed Concept Design and Design Approach
CONCEPTUAL PLUMBING PLAN- 1 ST FLOOR PD
CONCEPTUAL PLUMBING PLAN - 2ND FLOOR PD

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CONCEPTUAL HVAC - 2ND FLOOR PD
CONCEPTUAL HVAC - 1ST FLOOR PD
CONCEPTUAL HVAC - 1ST FLOOR FD

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II. Proposed Concept Design and Design Approach

ELECTRICAL OVERVIEW
Thoma Electric, Inc. will be intimately involved throughout design and construction.

We will take part in meetings continuously throughout the design process to make sure client’s needs are addressed. We will provide construction documents through the permit submittal and update as-built drawings as necessary during construction. We will attend construction meetings as necessary to ensure proper coordination between trades is in place to guarantee a smooth construction process.

The building’s electrical power, signal and lighting systems design will provide occupants with adequate power capacity, convenience and special purpose receptacle outlets throughout rooms and work areas as defined in the bridging documents. It will provide adequate illumination for general use, task and security needs, including manual and automatic controls, power connections for all HVAC and plumbing equipment.

The final design will take into account performance, energy efficiency, robustness, and quality requirements that are intended to meet CEC code and City objectives for the facility. Alternate basis and manufactured equipment may be considered, but the DB teams must submit a substitution request and prove equivalent to the specification requirements.

POWER SYSTEMS:
• PD/FD: New electrical service for both PD and FD will be established at the same location in a new 1000A, 277/480V, 3PH switchboard and will be co- located interior to PD building. Proposed new switchboard will have a meter for each PD and for FD building with separate main circuit breaker – as is a requirement for PG&E services on a single parcel. The PD metered service will sub-feed the PD distribution section which will also be concurrently located in the PD facility, FD will be sub-fed through to the FD building (see below for further description). The new main service for PD will sub-feed two new automatic transfer switches, one serving CEC 708 Critical Operations Power Systems (COPS) loads for critical power systems in the Dispatch and EOC building designations, and one for the remainder of the building which is to be backed up as a CEC 701 legally required systems (refer to below Generator systems outline). 480V, 3PH power will be established for mechanical units, the elevator systems, and lighting systems. Transformers will be placed for sub-feeding the 120/208V distribution, which will provide convenience power throughout the building as well as IT loads and new EV parking (refer to optional alternates which may modify the EV parking requirements). • FD: New electrical service will be established through the customer owned feeder conductors at 480V, 3PH Main Service in the PD building and will sub- feed the FD building switchboard which is to be located interior to the building with one new automatic transfer switch for CEC 701 legally required systems. 480V, 3PH power will be established for mechanical units, and transformers will be placed for sub-feeding the 120/208V distribution
which will provide convenience power throughout the
building.
• Power distribution systems for both PD and FD
buildings will be maintained similar to many other
480V, 3PH power distribution systems for in-building
and site electrical distribution. Complete single line diagram with labels on circuit breakers, panelboard
names, and as-built records will be provided for
identification of systems as installed. Unless supply
chain constraints impede delivery of industry
standard suppliers/manufacturers in unforeseen
circumstances, equipment provided will be by
standard power distribution manufacturers such
as (but not limited to), Square-D, EATON, Siemens,
General Electric, etc. all of whom have manufacturer’s
representatives who service this area.

LIGHTING SYSTEMS
Exterior Lighting Systems:
• PD/FD: Exterior lighting systems will be provided as a combination of building and pole-mounted LED light
sources with full-cutoff dark-sky and occupancy/
dimming controls requirements per CA Title-24.

Light coverage at parking lots and exterior will be as
established by the IES handbook (applicable at the
time of design) and the RFP documents.
• As LED fixtures do not require replaceable bulbs, it is not anticipated that these fixtures will require routine replacement aside from their typical lifecycle, which is anticipated to be between 30,000 to 50,000 hours
or more of useable light output.

Interior Lighting Systems:
• PD/FD: Lighting systems will be provided as LED
light source, be commercial grade and suited for
the application in which they are installed. Lighting
controls will be provided as required to meet Title-24
compliance for dimming and occupancy, including
daylight sensing controls. Light coverage at offices,
break-rooms, evidence rooms, etc. will be established
by the IES handbook (applicable at the time of design)
and the RFP documents.

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• As LED fixtures do not require replaceable bulbs, it is not anticipated that these fixtures will require routine replacement aside from their typical lifecycle, which is anticipated to be between 30,000 to 50,000 hours or more of useable light output.

FIRE ALARM SYSTEMS:
• PD/FD: Fire Alarm products shall be consistent with building codes for initiation and notification appliances in a zoned fire alarm system. Fire Alarm monitoring will be integrated with fire flow generally as well as for the dry-pipe pre-action system (to be provided by others), and with mandatory double- detector check valve located at property boundary.

LOW VOLTAGE SYSTEMS:
• PD/FD: Main site entry for low voltage utility service to be provided by both AT&T and Charter service providers through geographically different locations of the project site (refer to Utility narratives) such that the central point of demarcation for the site is located within the PD MDF for voice/data systems. Standard work area outlets will be provided with Category-6A cabling to serve the connectivity functions of workstations, printers, Voice over IP phone systems, wireless access points, audio/video systems, intercom, and video surveillance systems as outlined on the corresponding provided concept floorplans. Such systems are routed from the serving MDF or IDF interior to each building/floor via the overhead cable tray and into device outlet locations. Interior to the Designated Critical Operations Area (DCOA), the voice/data systems are provided in raceway per California Electric Code requirements, and are routed directly to the MDF whether on the second floor or the first floor.

AUDIO/VIDEO SYSTEMS:
• Audio/Video systems are limited to the EOC/Community room area and meeting/conference rooms. The EOC/Community room will have a motorized projector screen and ceiling mounted projector with a touch-screen control panel to raise/lower and turn on/off the projector at the wall. Additionally, there will be an HDMI cable input within the room to provide signal input to the projector, and speakers in the ceiling for playback of video content. In the meeting/conference room spaces, flat-panel televisions will be mounted to the wall, sized in accordance with ANSI viewing distances but no larger than 86 inches. (1) Cat6a outlet will be provided at the rear of the television for connectivity if necessary.

ELECTRONIC SECURITY SYSTEM:
• PD: Electronic Security Systems will be provided with video surveillance cameras and recording equipment as defined by the City’s pre-selected vendor for device locations both interior and exterior, and serving network/ video-storage equipment will be located in the MDF at PD and the IDF at FD.

Video surveillance system will be powered and controlled via Cat6a structured cabling. Access control will be provided at doors as
listed in the RFP documents and as defined by the
City’s pre-selected vendor, and the system local
controls will be co-located in the MDF. Access
control server for credentialing will remain at City
of Pismo Beach City Hall as it has been advised by
the City’s pre-selected vendor that the server has
sufficient capacity to host the required licensing
and credentialing functions. Additionally, intercom
devices will be placed at main door entrances, and
gate entrances to the facility with controls/interface
for the intercom at each of the Dispatch consoles, as
has been advised by the City’s pre-selected vendor.

Intercom devices at doors will have both camera and
talk-back function.
• FD: Electronic Security systems will only consist
of cameras and intercom and have been placed
in locations as defined by the City’s pre-selected
vendor for video surveillance and intercom. As has
been advised by the City’s pre-selected vendor,
door access hardware will be mechanical only (no
electronic locks/credentials) in the Fire Department
as County Fire personnel will not have access control
credentials.
• PD/FD: No intrusion detection is included, as the
City’s pre-selected vendor has advised that it is not
necessary due to this being a 24-hour occupied
facility.

FIRE STATION ALERTING/PAGING:
• FD: Fire Station Alerting system is provided with 70V loudspeakers located within spacing guidelines of
the RFP with controls associated in each bunk-room
and common areas, along with incident response
television. Loudspeakers will provide audible tones
and speech alerts to FD personnel. Bunk room
light controls will provide different colored alerts for different incident types.
• PD: Paging speakers throughout the building, fed
from zoned amplifiers are placed throughout the
building and at select outdoor locations for minimal
exterior coverage.

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II. Proposed Concept Design and Design Approach
RADIO SYSTEMS:
• PD: The PD MDF will have (2) 4-post rack cabinets with space to house the radio dispatch equipment for PD as provided by the City’s preferred vendor. Power from the UPS distribution system (also on backup generator) and the radio vendor’s own battery backup will be provided at each of the racks to power the dispatch radios. City PD radios in the MDF will interface with the dispatch consoles (Avtec) as provided by the City’s preferred vendor. (8) 2” conduits will be provided to allow for roof-mounted antenna’s at the roof. • FD: No radio equipment for City or County Fire dispatch is contemplated by the RFP, therefore it is not included. We understand that County Fire is dispatched from a Dispatch center in the City of San Luis Obispo.

CALIFORNIA ENERGY CODE:
• PD: New ~50kW-DC solar (PV) system will be installed along with new minimum of ~88kWh Battery Energy Storage System (BESS) to store locally produced solar power as is required by 2022 California Energy Code. Batteries as provided under this scope will NOT act as backup power. BESS and PV system will be tied “ahead of the main” – meaning that these systems will only operate when the utility grid is operational, as is the utility requirement.
• FD: Existing ~51kW-DC solar (PV) panels will remain in place on the existing canopy (though may be non-producing during some portion of the construction duration while they are being re-connected), and will be re-strung to a new 480V 3Phase PV inverter(s) which will be grid-tied into the same distribution as the proposed PD facility. FD will NOT be provided with additional Battery Energy Storage System (BESS) as it is not required per 2022 California Energy Code, therefore no additional BESS will be provided beyond that which is included for PD. • Such systems are relatively new to the marketplace as the effective 2022 California Energy Code is the first code cycle to implement BESS within specific building types. Maintenance for such systems is typically on a 7-10 year lifecycle which is typical of most installed battery systems, terms of which are outlined in the manufacturer’s parts/labor warranty.

SOLAR PANEL LAYOUT

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GENERATOR SYSTEMS:
• A single site generator will be provided at approximately 500kW, 480V, 3PH, (though this may be upsized through the various Additive Enhancements, refer to respective narratives) to power both the PD and FD facilities for a min of 72-hours of run time. The generator will be routed through an appropriately sized Generator Connection Panel (GCP) in the event that the site generator needs to be serviced or is inoperable, such that a temporary generator may be attached to provide backup operation of the facility while allowing for the maintenance to occur. Providing a single generator also simplifies the approach for demonstrating compliance with local Air Pollution Control Districts and emissions mitigation efforts. The generator is located on-site in an area protected by bollards for added hardening of the infrastructure. In order to provide 72-hours of runtime for the generator, a ~3000-gallon con-vault will need to be located on-site with an integral transfer pump (with controls) to provide the fuel run-time (though this may be upsized through the various Additive Enhancements, refer to respective narratives).
• Generator systems for the PD and FD buildings will be maintained similar to any other 480V, 3PH generator prime movers for required emergency backup systems, and require regular testing by the Owner (weekly), and yearly load-bank testing to demonstrate compliance to carry the backup load (monthly and yearly testing is not included in the price of warranty/guaranty). Unless supply chain constraints impede delivery of the generator from the industry standard suppliers in unforeseen circumstances, equipment provided will be provided by industry standard backup generator manufacturers such as (but not limited to), Caterpillar, Cummins, Kohler, Generac, etc. all of whom have manufacturer’s representatives who service this area and have provided generators for essential services on many projects throughout the state of CA.

DRY UTILITY
Power
• PG&E currently provides aerial overhead service to the former grammar school location, which will be demolished as it will not be reused. New PG&E facilities to PD and FD will be established by bringing 12kV primary from the existing overhead PG&E facilities on the West side of Bello, down the power pole at the corner of Bello and Hollister Ave., and to a proposed new padmounted transformer. New 277/480V, 3Phase single service will then be routed into the PD building to establish three new metered services within the PD building, one for PD, one for FD, and one for the photovoltaic system, respectively from the single transformer and point of connection location, creating two new electrical services, one for each facility at 480V, 3Phase, and a separate generating meter (under PG&E’s “NEM2V Storage” option) for the photovoltaic system.

Existing 120/240V, 1PH service will be maintained to the existing PD building until November of 2023 when the Owner has committed to vacating the PD building for construction activities. Upon moving out of the existing PD facility, existing 120/240V, 1PH electrical services will be demolished in preparation for remodel into the proposed new FD. The existing 3-bay apparatus bay is also served by a separate existing PG&E overhead. The PG&E service on the existing 3-bay apparatus bay will be demolished as schedule permits. Refer to Owner requested enhancements for modifications to this strategy should alternates be selected.

Low Voltage Utilities:
• For the proposed new PD facilities, AT&T has existing fiber service and existing telephone service located at the existing power pole at intersection of Bello and Hollister Ave. New (1) 4” will be extended across Bello Street and onto the property approximately located near the alleyway entrance, and to a new 24”x36” pull-box per RFP requirements and (3) 4” conduits will be extended from proposed new pull-box into PD MDF. Charter CATV has existing overhead routing (does not serve the site) to the North side of the project along the project frontage adjacent to Wadsworth Ave (refer to below for undergrounding strategy). During undergrounding activities as outlined below, proposed point of service for Charter CATV will be to provide new 24”x36” pull-box per RFP requirements, and extend new (3) 4” conduits per the RFP into the PD MDF. In providing these locations and this routing, the facility will establish two geographically diverse locations and feed points from separate serving utilities into the PD MDF which will establish the overall site MPOE.

To serve the new FD IDF, the PD MDF and FD IDF will be connected with (3) 4” conduits and the buildings will be connected with a 24-strand OS2, armored, single-mode fiber optic cable and a customer owned CATV cable.

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Undergrounding:
• Along Wadsworth Ave. existing 3-phase PG&E power and Charter CATV exist along the project frontage and will need to be undergrounded between the two existing power poles per City of Pismo Beach requirements. DBE will work with Charter and PG&E to provide trench details sufficient to underground each facility. PG&E may require guy wires and/or additional supporting infrastructure under their own design requirements, which will be established upon the project proceeding into PG&E engineering phase. Be advised that PG&E may require additional poles to be installed to support the required undergrounding both along Wadsworth as well as establishing 12kV service at Bello Street.

CLARIFACTIONS
Please find below the assumptions, clarifications, exclusions to Thoma Electric’s scope of work related to power, voice/data, IT, Telecommunications, Audio/Video, Security, etc. References to “we” or “our” refer to Thoma Electric, and assumptions or clarifications stated below are those that form the basis upon which Thoma Electric has provided our scope/fee proposal. Refer to the below list:

1. Regarding the Electrical Systems and Equipment Narrative as issued in RFI#3 – under “Electrical Service” we assume that the requirement of a new electrical service applies to the project as a whole and that utility metering may be separate for each building, however, implementation of the electrical distribution on-site is at the discretion of the Thoma Electric.

2. Regarding the Electrical Systems and Equipment Narrative as issued in RFI#3 – under “Electrical Service” we assume that maintaining the existing electrical service is at the option and discretion of Thoma Electric, therefore any requirement for upsizing is at the discretion of the Thoma Electric.

3. Regarding the Electrical Systems and Equipment Narrative as issued in RFI#3 – under “Distribution” we assume that the indoor rated enclosures requirement pertains to branch panelboards only since the phrase uses the word “Panels”. Some larger distribution equipment may not be sized to fit interior to the building, which shall be at the discretion of Thoma Electric.

4. Regarding the Electrical Systems and Equipment Narrative as issued in RFI#3 – under “Emergency Power” we note that in Section 3(b)(i) (1)(f) of the Technology Design Specifications that a 10-15kVA UPS has been listed, however, in reviewing the anticipated loads within the IT space listed for backup requirements, Thoma Electric believes that no more than 60kW of load may need to be backed up by the MDF UPS equipment rather than the 10-15kVA listed in this section. We therefore assume that the 60kW we have included will be sufficient to backup any current and future anticipated loads as required within this RFP. Additional loads beyond the 60kW as provided in this proposed scope of work shall be considered at added expense.

5. Regarding the Electrical Systems and Equipment Narrative as issued in RFI#3 – under “Information Technology / Low Voltage” we assume that any and all requirements for site services and low voltage systems that have been outlined by the Owner’s retained consultant Client First, have been provided in the “Technology Design Specifications” with an issue date of November 10, 2022 as provided with the RFP documentation.

The scope of work provided in this proposal exclude future requirements or determinations regarding design decisions by ClientFirst.

6. Regarding the Electrical Systems and Equipment Narrative as issued in RFI#3 – under “Information Technology / Low Voltage” we assume that requirements for the size of rooms and spaces for Radio, IT and LV systems have been determined to be adequate as outlined in the RFP documents through the room data sheets.

7. Regarding the Electrical Systems and Equipment Narrative as issued in RFI#3 – under “Information Technology / Low Voltage” references to “aim for 200’ maximum cabling distance” directly contradict other references within the “Technology Design Specifications” with an issue date of November 10, 2022 as provided with the RFP documentation. The Technology Design Specifications allow for up to 250-feet between serving Telecommunications Rooms (refer to Section 3(b)(i)(3)(a)(iii)) before requiring additional serving telecommunications infrastructure.

Therefore, in accordance with allowable best practices, BICSI standards, and EIA/TIA standards, Thoma Electric has designed to the maximum code allowed 90-meters for cabling distance and placement of IDF/MDF rooms as required by Section 3(b)(i)(3)(a)(iii).

8. Regarding the Electrical Systems and Equipment Narrative as issued in RFI#3 – under “Information Technology / Low Voltage” the reference for “Cabling to have 2 pathways for redundancy. One entrance facility is acceptable” is considered to only apply to the serving utility provider’s MPOE (Minimum Point Of Entry) and serving utility conductors. Thoma Electric’s assumption in this manner is consistent and supported by Section 4(e) entitled “Telecommunications Entrance Facilities” within the “Technology Design Specifications” with an issue date of November 10, 2022 as provided with the RFP documentation. Therefore, all telecommunications data infrastructure within the building, including, but not limited to work area outlets, wireless access points, access control devices, dispatch console outlets, etc. are served from a single, non-redundant

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pathway interior to the building.

9. Regarding the Electrical Systems and Equipment Narrative as issued in RFI#3 – under “Information Technology / Low Voltage” the reference to “MDF/IDF facilities to include fire suppression system” is considered to have been met by providing a dry-pipe type fire suppression system as specifically allowed in Section 3(b)(i)(1)(i) and Section 3(b)(i)(3)(i) each of which are entitled “Fire suppression in room” within the “Technology Design Specifications” with an issue date of November 10, 2022 as provided with the RFP documentation. No gaseous fire suppression is included.

10. Regarding the Electrical Systems and Equipment Narrative as issued in RFI#3 – under “Information Technology / Low Voltage” the reference to “Security Camera Locations and type of system sketch provided by Architect” does not have a corresponding “sketch” included within the RFP documentation which outlines the camera locations and types. Therefore, we assume that the requirement for camera coverage is considered to have been met by coordinating with the Owner’s pre-selected security vendor (SOV) for camera locations within the project. Camera locations, video recorders, servers, licensing, etc. added after review by Owner will be considered at added cost.

11. Regarding the Electrical Systems and Equipment Narrative as issued in RFI#3 – under “Information Technology / Low Voltage” the bullet point to “Review with owner for City standards with regards to: Fire Department Controls for Dispatch and emergency calls” does not outline a specific project requirement at time of proposal. Therefore, we assume that this requirement is met by providing a Fire Station Alerting System.

12. Regarding the Electrical Systems and Equipment Narrative as issued in RFI#3 – under “Information Technology / Low Voltage” the reference to the Uninterruptable power supply for critical Low Voltage Systems calls for the need to coordinate “between Low Voltage design and Electrical distribution design … to provide complete resiliency per the City’s standards.” The City’s standards as provided in Section 3(b)(i)(1) (f) of the “Technology Design Specifications” with an issue date of November 10, 2022, state the requirement for a 10-15kVA UPS, however, in reviewing the anticipated loads within the IT space listed for backup requirements, Thoma Electric believes that no more than 60kW of load may need to be backed up by the MDF UPS equipment rather than the 10-15kVA listed in this section. We therefore assume that the 60kW we have included will be sufficient to backup any current and future anticipated loads as required within this RFP. Additional loads beyond the 60kW as provided in this proposed scope of work shall be considered at added expense.

13. Regarding Section 3(a)(i) of the Technology Design Specifications – we assume patch cables required are as specified in Section 3(f)(xi).

No other patching length/style options will be provided beyond that listed in Section 3(f)(xi).

14. Regarding Section 3(a)(v) of the Technology Design Specifications – we assume that acceptable cabling pathway as listed in this section will not preclude the use of J-hooks as is allowed in Section 3(f)(vii) allowing J-Hook supports for cabling.

15. Regarding Section 3(a)(vii)(1) of the Technology Design Specifications – no size for conduits between vehicle storage and the Police Department MDF is specified, therefore we assume that conduit sizing is deferred to Thoma Electric’s judgement and code requirement.

16. Regarding Section 3(a)(viii) of the Technology Design Specifications – we assume that no patching will be performed by Thoma Electric, all patch cables procured will be provided to Owner for Owner’s staffing to make final connections of all structured cabling.

17. Regarding Section 3(a)(xv) of the Technology Design Specifications – we assume that firestopping is only required where a conduit/ raceway is penetrating a rated wall/floor, we exclude fire stopping at each penetration if the wall/floor assembly does not require a rating.

18. Regarding Section 3(a)(xvi)(1)(c) of the Technology Design Specifications – we assume that 1”C is sufficient for (6) Cat6a cables, assumes conduit sized larger is only necessary when specific installation conditions require more than (6) cables in a single raceway.

19. Regarding Section 3(a)(xvi)(2) of the Technology Design Specifications – we assume that conduits as required by this section may be used for structured cabling installation and are not reserved as spare or in any other way in-excess to those which may be required for installed structured cabling for low voltage systems. We assume that firestopping of these penetrations is only necessary where conduits are passing through a fire rated assembly. We assume that the comment in this section of the RFP referring to “conduit grouted to a wall” is referring to a conduit being “grouted through a wall.” Where wall is not present between rooms or partitions (in some locations a full height wall may not be present) we assume a sleeve is not required. We assume that the installation of conduit sleeves to “all rooms” as required this section apply only to rooms which have accessible ceiling (because conduit sleeves to a location without accessible ceiling do not benefit the Owner). Additionally, we assume that conduit sleeves may allow cable to pass through from room to room if adjacency of rooms permit, and therefore installed sleeves do not need to route through an adjacent room in order to establish one continuous pathway from room to cable-tray.

20. Regarding Section 3(a)(xvi)(6) of the Technology Design Specifications – We assume that “oversized neutral” is applicable only to branch-panelboard serving feeder. Excludes oversizing of bussing of applicable branch panelboard, oversizing of feeder from upstream distribution panelboard or any upstream infrastructure, and assumes that oversizing of neutral shall be 200% oversized for feeder only. Assumes that for

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oversizing of neutral in branch circuits feeding data outlets, neutral upsize is to next standard wire size (for example, if standard is #12 AWG, then upsized neutral would become #10 AWG).

21. Regarding Section 3(a)(xvi)(8) of the Technology Design Specifications – We assume that conduits as required in Section 3(a)(xvi)(2) are sufficient for low-voltage systems required in this RFP, and that any additional conduit is required if and only if the raceway required of Section 3(a)(xvi)(2) is full.

22. Regarding Section 3(b)(i)(1)(f) of the Technology Design Specifications – in reviewing the anticipated loads within the IT space listed for backup requirements, Thoma Electric believes that no more than 60kW of load may need to be backed up by the MDF UPS equipment rather than the 10-15kVA listed in this section. We therefore assume that the 60kW we have included will be sufficient to backup any current and future anticipated loads as required within this RFP. Additional loads beyond the 60kW as provided in this proposed scope of work shall be considered at added expense.

23. Regarding Section 3(b)(i)(1)(g)(v) of the Technology Design Specifications – We assume that testing of bonding differential as required in this section shall be limited to a reasonable and representative test sampling (10% or less) in order to fulfill this requirement, excludes testing of ALL equipment with two-point testing.

24. Regarding Section 3(b)(i)(1)(j) of the Technology Design Specifications – 4-foot clearance referenced in this Section may conflict with the room sizing as listed in the room data sheets for MDF, the room dimensions listed in Section 3(b)(i)(1)(a), and the Data Rack size requirements in Section 3(b)(i)(1)(k). The sizing listed in the above may be in conflict in order to provide 4’-0” clearance as required of this section. We assume that room dimensions listed in the room data sheets for the MDF are satisfactory. Thoma Electric will work with Owner’s IT representative to resolve conflicts in a manner that does not impose cost onto Thoma Electric.

25. Regarding Section 3(b)(i)(1)(k)(ii), (iii), and (iv) of the Technology Design Specifications – no component part numbers are provided, assumes components are at the discretion of Thoma Electric.

26. Regarding Section 3(b)(i)(1)(l) – no component part numbers are provided, assumes components are at the discretion of Thoma Electric.

27. Regarding Section 3(b)(i)(3)(j) of the Technology Design Specifications – 4-foot clearance referenced in this Section may conflict with the room sizing as listed in the room data sheets for the IDF, the room dimensions listed in Section 3(b)(i)(3)(b), and Data Rack size requirements in Section 3(b)(i)(3)(k). The sizing listed in the above may be in conflict in order to provide 4’-0” clearance as required of this section. We assume that room dimensions listed in the room data sheets for the IDF are satisfactory. Thoma Electric will work with Owner’s IT representative to resolve conflicts in a manner that does not impost cost onto Thoma Electric.

28. Regarding Section 3(b)(i)(3)(k)(ii) and (iii) of the Technology Design Specifications – no component part numbers are provided, assumes components are at the discretion of Thoma Electric.

29. Regarding Section 3(b)(i)(3)(l) of the Technology Design Specifications – no component part numbers are provided, assumes components are at the discretion of Thoma Electric.

30. Regarding Section 3(d)(5) of the Technology Design Specifications – assumes in underground applications no seismic expansion joint is necessary. Additionally, we assume that the listing for (3) 4” conduits applies only to the routing between the MDF (in the PD building) and the IDF (in the FD building), the scope proposal does not include (3) 4” conduits to the existing fire station apparatus bay because no IDF is located there.

31. Regarding Section 3(d)(6) of the Technology Design Specifications – assumes that requirement for not exceeding 270-degrees of bend applies to routing between site pull-boxes, and that if total bend exceeds 270-degrees within any single conduit run that another pull-box may be added to allow for freedom of routing on-site.

32. Regarding Section 3(e)(i) through 3(e)(xiv) of the Technology Design Specifications – assumes that the term “location” means one data cable and therefore one jack position (as is explicitly described in Section 3(e)(ii)). In applying that definition to all sections (i) through (xiv) we assumes that “1 pair of 2 data locations” represents a single work area outlet with a single faceplate and two jack positions total, with two cables total, within the same single faceplate.

33. Regarding Section 3(e)(x) of the Technology Design Specifications – we exclude voice/data outlets at each Access Control door. Access Control system as specified by Owner’s pre-selected vendor (SOV) operates on non Cat6A twisted-pair cabling and therefore we assume that access control doors do not require voice/data outlets at each door.

34. Regarding Section 3(e)(vii) of the Technology Design Specifications – clocks are not referenced in the narratives, specifications, or the low voltage technical specifications, therefore we assume that no clocks are required and therefore no infrastructure for clocks are provided.

35. Regarding Section 3(f)(vii) of the Technology Design Specifications – note that J-Hooks are allowed in accessible ceilings per this

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section.

36. Regarding Section 3(f)(ix) of the Technology Design Specifications – we assume that firestopping is only required where a sleeve passes through a fire-rated assembly, otherwise we exclude firestopping in non-rated assemblies.

37. Regarding Section 3(f)(xi) of the Technology Design Specifications – we assume that patch cable lengths are to be provided as specified in items (1) and (2) in this section, lengths or types required by Owner different than those listed are excluded.

38. Regarding Section 3(f)(xii) of the Technology Design Specifications – we assume that the labeling for the workstation refers to the faceplate only, not patch cable ends.

39. Regarding Section 3(f)(xv) of the Technology Design Specifications – we assume that firestopping at openings only applies to walls/ floors that have a fire rated assembly, we exclude firestopping on conduits penetrating non-rated assemblies.

40. Regarding Section 4(a) of the Technology Design Specifications – we assume that all telephone handsets, servers, software, software licensing, routers, call managers, switches, PoE injectors, etc. associated with Voice over IP (VoIP) systems are provided and installed by the Owner.

No costs are included in this proposal for procurement, installation, commissioning, or setup of these systems.

41. Regarding Section 4(e)(4) of the Technology Design Specifications – we assume that Owner has made provisions for any rack space required for Dispatch telephone equipment in the bridging documents space planning as provided in the MDF room Data sheets provided in the RFP. No additional locked cabinet is provided in this proposal.

42. Regarding Section 6(f) of the Technology Design Specifications – we assume that Owner will provide the necessary software and/or networking requirements to provide secure wireless. We assume that the requirement for “secure wireless for staff” is not a function of structured cabling, therefore no costs for making wireless secure are included in this scope/fee proposal.

43. Regarding Section 7(a)(iii) of the Technology Design Specifications – the required size of the projector screen as listed in this specifications section may not meet that of ANSI. Pre-bid RFI’s answered by the Owner allow for the implementation of screen sizing based on ANSI recommended viewing distances, therefore projector screen sizes are provided in this proposal based on ANSI recommendations.

44. Regarding Section 8(b)(i)(7) of the Technology Design Specifications – we assume that plenum rated cabling shall only be required where cabling is routed through plenum rated spaces. Thoma Electric excludes providing plenum rated cable through non-plenum spaces. Plenum spaces are not indicated and therefore Thoma Electric is not providing plenum rated cabling.

45. Regarding Section 8(b)(i)(7) of the Technology Design Specifications – we assume that the definition of “Blank Module” as listed in this requirement is defined as a second jack-position for a future cable, and future modular jack to be placed. “Blank Module” is assumed to mean that no cable, no jack, and therefore no termination is required of this second jack position.

46. Regarding Section 8(b)(i)(10) of the Technology Design Specifications – we assume that pathways required for installation of cabling of Video Surveillance systems may be shared and are fundamentally the same as those defined in other sections of the RFP Technical Design Specifications (for example, in Section 3(a)(xvi)(2)). Therefore, we assume that pathway may be shared or otherwise utilized as defined in other sections of this specification.

47. Regarding Section 8(b)(i)(11) of the Technology Design Specifications – we assume that firestopping is only required where a conduit/ raceway is penetrating a rated wall/floor, we exclude fire stopping at each penetration if the wall/floor assembly does not require a rating.

48. Regarding Section 8(c)(ii) of the Technology Design Specifications – we assume that pathways required for installation of cabling of Access Control systems may be shared and are fundamentally the same as those defined in other sections of the RFP Technical Design Specifications (for example, in Section 3(a)(xvi)(2)). Therefore, we assume that pathway may be shared or otherwise utilized as defined in other sections of this specification.

49. Regarding Section 8(c)(iv)(3) of the Technology Design Specifications – For the Fire Department, we have been instructed by the City’s IT department to not include a Fire Department Access Control System within the Access Control scope of work because of the nature of Cal Fire employees not being City employees. Instead, mechanical locks with levers and key-cores have been requested to be provided in the future by a vendor of the Owner’s choosing. Therefore, we have excluded an access control system within the Fire Department including any power, readers, networking, cabling, infrastructure, conduit, etc. for powered access control locations.

50. Regarding Section 8(c)(iv) of the Technology Design Specifications – Zones as provided in the RFP response have been directed by City’s pre-selected vendor (SOV) and as such constitute the requirements for access-control locations placed on the DBE. Additional doors as directed by the City may be considered at added cost.

51. Regarding Section 8(d)(i)(2)(c) of the Technology Design Specifications – There may be instances where Intercom cabling cannot be

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provided with a 1-foot of separation from AC sources, therefore we assume that where crossing at a 90-degree angle, separation of conductors will be acceptable at any distance, and running more than 12-feet in length in any single route, while in parallel to a 120V source, less than 1-foot of separation will be prohibited.

52. Regarding Section 9(a)(i) of the Technology Design Specifications – Supports for the antenna structures are provided at the parapet walls or mechanical screen walls independent of apparatus as referenced in this section, as has been discussed with City’s recommended radio vendor (ATG). Therefore, no additional penetrations or supports have been included as the support apparatus is similarly not included.

53. Regarding Section 9(b)(i)(1) of the Technology Design Specifications – we assume that firestopping is only required where a conduit/ raceway is penetrating a rated wall/floor, we exclude fire stopping at each penetration if the wall/floor assembly does not require a rating.

54. Regarding Section 9(d)(i) of the Technology Design Specifications – As required in Section 9(d)(i)(1)(a) and (b) the radio surveys only for bi-directional antenna are provided, therefore per 9(d)(i) Thoma Electric excludes any additional raceway, wiring, switching, power, controls, electronics, licensing, etc. to provide a bi-directional amplifier for either the PD or FD facility.

55. Regarding Section 9(d)(ii) of the Technology Design Specifications – the RFP clearly does not require a small-cell network for cellular coverage system to be installed, therefore Thoma Electric assumes it will not be required and is therefore excluded from the scope of work in this proposal. Assumes that if major loss of signal is identified during surveying work required under this section, then costs of all work related to addition of interior small cell network for cellular will be identified as additional to the base scope of work and added to Thoma Electric’s contract.

56. We assume that the City of Pismo Beach IT will provide analog audio sources as inputs for the Police Station Public Address system.

57. Assumes Owner will take ownership of all software licensing and/or operations agreements upon Owner’s occupancy, Software terms, usage terms, and any required licensing are passed through to end user as-is upon Owner’s occupancy. Software licensing or yearly subscriptions of low voltage systems is valid for the following durations (proposal excludes any software licensing or subscriptions for any systems that are not explicitly listed below):
a. Access Control – 1-year
b. Fire Station Alerting System – 1-year

58. Assumes that any licensing agreement or authorization for radio systems installed under this project with local, state, federal, or any other jurisdiction, including any payment of fees, is separately provided by Owner direct to licensing agencies. No costs are included in this proposal for radio licensing or authorization to transmit.

59. Assumes that Owner already has an existing AMAG SSA (service agreement with existing Access Control Server equipment) located at City Hall in Pismo Beach. We assume that costs for adding access control doors and credentials under this proposal will constitute an addition to the existing service agreement with a 1-year term only. Agreement terms and conditions to be separately negotiated by Owner.

60. Assumes that upon establishing new Utility point of demarcation of serving low-voltage utilities (Charter/Spectrum and AT&T) that City of Pismo Beach IT services will coordinate with all other non-DBE provided equipment and services vendors or contractors for incorporation of their equipment, commissioning, licensing, setup, migration, etc. as required for fully functional dispatch operations. Thoma Electric excludes project management time, labor, equipment, materials, etc. to coordinate with Owner’s separately retained vendors or contractors for low-voltage services unless explicitly included in this proposal.

61. Assumes that the Owner will provide all necessary points of connection with analog or IP based input/output for integration with low voltage systems such as, but not limited to, the Fire Station Alerting System, Paging, etc. Such input/output equipment/jacks/locations/etc. are assumed to be provided at MDF by the Owner.

62. Assumes Owner has arranged any and all provisions for power, utility, or low-voltage service for temporary relocation of any and all fire and police operations. Excludes all design and construction services for setup/teardown/relocation of existing or new temporary services off- site or on-site for any power or low-voltage services that may be required for police or fire operations to continue after Owner vacates the site for construction activities.

63. Assumes that Owner has separately procured the Computer Aided Dispatch (CAD) systems, if necessary for this project. As no CAD system is required by the RFP, none is provided, and therefore we assume that any servers, workstations, monitors, peripherals, hardware, software licensing, recurring usage fees, etc. required to operate a CAD system shall be provided and installed by Owner.

64. Assumes that Fire Alarm monitoring service will be transferred to Owner immediately upon Owner occupancy, and that any recurring fees, licensing, etc. associated with monitoring of Fire Alarm system shall be transferred to Owner.

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ELECT -FIXTURE BASIS OF DESIGN

ELECT SITE PLAN

III.

Base Project Pricing

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Proposal Forms

IV.

PRICING VOLUNTARY ENHANCEMENTS

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IV. Proposal Pricing Enhancements

VOLUNTARY ENHANCEMENTS
Our team has identified several enhancements for the project. Most of them enhance the functional capability of the facility. Others reflect modifying the aesthetic of the facility to create a less institutional facility. Our experience has shown that public construction that appears “institutional” to the general public, have negative connotations. These enhancements were born from discussions within our confidential meetings.

AE-2 Narrative
• Proposed Additive Enhancement under this option is to provide the infrastructure (and connected load for electrical capacity) for a new 150kW (170kVA) fire truck charging station to support the future apparatus. The affected specifications and bridging documents section are Division 26 and electrical. Such change also requires that the electrical distribution for the automatic transfer switch, main electrical service, distribution equipment, copper feeders, generator, and on-site fuel storage need to be up-sized by a minimum of 150kW additionally (estimated to need a 750kW generator with 4000-gallon exterior fuel tank under this option) to support the added load as proposed under this Additive Enhancement. This change means that the main electrical service may need to be up-sized to 1200A, 277/480V, 3PH and the FD transfer switch and distribution is similarly up-sized to support the added 150kW. Benefits to the city are that the future charger can be added in the future (by a licensed electrician) to support a single apparatus which can charge at 150kW (170kVA) or less, and that this apparatus will be capable of charging even during a utility-wide power outage.

AE-3 Narrative
• Proposed Additive Enhancement under this option is to provide the infrastructure (and connected load for electrical capacity) for four additional ~8.32kW (level-2) electric vehicle chargers, beyond that required by Cal-Green for added site parking. The affected specifications and bridging documents section are Division 26 and electrical. Enhancement will require additional power distribution equipment including site pull-boxes, pedestal locations for charging stations, conduit pathway (wire installed at future date), spare circuit breakers, and subsequent possible higher level electrical distribution upgrades including a larger 480V transformer, larger transfer switch, and larger 480V main electrical service and associated copper feeders. Additionally, this enhancement would require the generator (and associated fuel storage) to be up-sized to an estimated 600kW as a result of the added load. Benefits to the City include the operation of additional fleet and/or staff charging for Electric Vehicles, on a generator backed-up source, at Level-2 charging rates. NOTE: this enhancement excludes the provisions discussed/required for AE-2.

AE-4 Narrative
• Proposed Additive Enhancement under this option will require additional PG&E infrastructure including new pad-mounted junction, new 12kV underground feeders, and new 12kV transformer (all performed by PG&E), and new metered electrical distribution service. The affected specifications and bridging documents section are Division 26. Proposed new EV-only transformer under this Additive Enhancement will establish a separately metered electrical service within the FD electrical room, which in turn will sub-feed the 150kW (170kVA) charging apparatus as outlined in the AE-2, as well as sub-feed a new customer-owned 480V to 120/208V transformer and then out to the EV charging stalls on-site in the secure lot behind the PD building as well as the proposed new code-required EV parking. Under this proposed enhancement, a major component for consideration will be that the infrastructure for normal power would be separated from the base-scope proposed power distribution and therefore will need to be backed up by the generator on a separate generator distribution feeder. Therefore, in order to implement this Additive Enhancement, the facility will require the generator (and associated fuel storage) to be up-sized the same as outlined in Additive Enhancement AE-2, and require installation of a new and separate Automatic Transfer Switch, emergency circuit breaker and emergency power feeder to be installed such that the EV and FD apparatus chargers will have the distribution equipment required to operate on backup generator. The benefit of this enhancement is that the City may benefit from slightly lower installed cost by PG&E, and possibly by lower cost to operate the EV apparatus on a cost per kWh basis (note that Thoma Electric cannot predict PG&E’s fees for construction nor the utility rate scale paid by the Owner).

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IV. Proposal Pricing Enhancements

7. ENHANCED SITE

17. MEMORIALS

7. ADA RAMP

VALUE ADDED ENHANCEMENTS
Our proposed design includes several value added enhancements to improve upon the user functionality, efficiency,and comfort for the life of the facility. These include:

1. Added program spaces within the building (Included) - refer to deviation report

2. Moved exterior vehicular storage for better vehicular movements

3. Enhanced site layout for better site circulation

4. Negative pressure Temporary Evidence Storage with enhanced ventilation

5. Upgraded flooring in Locker rooms

6. Upgraded ceiling height - 9’-0” min

7. Enhanced ceilings at public lobbies

8. Two exterior outdoor lounge on second floor

9. Added Elevator equipment room

10. Outdoor lounge for Fire Department

11. Added 2 monument signs

12. Added exterior PD locker for “war-bags”

13. Exterior secure pedestrian access to church site

14. Added storage in FD apparatus bay

15. Revised ADA ramp and landscaping at PD

16. Upgrade FD entry plaza

17. PD & FD memorials along public way
Redwood Integration
We are proposing to integrate the harvested redwood tree lumber into the enhanced ceilings at the lobbies of both facilities. The redwood lumber would be milled into the beam ceiling treatments and trims so that visitors to each facility can enjoy the heritage of the site.

V.

PROJECT MANAGEMENT PLAN

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V. Project Management Plan

PROJECT MANAGEMENT PLAN
“F&H and LDA are on the job.”
F&H Construction (F&H) prides itself on being a goal-oriented General Contractor with nearly 60 years of experience managing projects with a keen focus on design quality and fast-track construction. While each project is unique and challenging in its own way, our familiarity with the project type, and the design-build delivery method translates into one thing for the City of Pismo Beach – smooth and easy success in providing a new Public Safety Facility for the City. We have once again teamed with LDA who is becoming the region’s premier firm for design-build and integrated design projects. Within the past 10 years alone, LDA has participated in over 50 projects by serving as either the Bridging Architect or as the Architect of Record. F&H and LDA thoroughly understand the process and benefits of an integrated design approach. The team recognizes the challenges completing the design process with cost control and budgeting efforts, while maintaining the design intent and program. We are prepared to start immediately on this exciting project! F&H’s managerial approach to the proposed City of Pismo Beach Public Safety Facility project features use of design-build professionals, structured in an interactive design-build team to minimize time required to implement the project, ensure a high degree of project adaptability, and maintain a high degree of project quality and safety. The key to an effective design-build process is to integrate both design and build resources throughout the project so that technical issues may be addressed pro-actively during project execution.

Since our Team consists of many of the same members of the recently completed County of San Luis Obispo Animal Services facility and its New Probation Department Building, our Design & Construction Team has already developed solid relationships. Our Design Team regards our Construction Team members as a resource during the design phase; our Construction Team will regard our Design Team as a resource during the construction phase.

The construction management effort includes continuous project oversight for the length of the project, including day-to-day management of resources, budget tracking and review, weekly liaison with City staff and other personnel as required, telephone conversations, file management, conflict and problem resolution, project staff management, accounting contracts administration, and project control. F&H’s designated focal point for integrating the total data management effort and manage changes, additions or deletions of data items on-site is Mr. Corbett, and off-site Mr.

Seibly. Best value subcontractors will augment these personnel. We have and will continue to select qualified industry subcontractors through a qualifications and competitive bid process.

F&H’s integrated project delivery methods provide single-source responsibility for engineering, repair, and management services from concept through completion. Combined, the F&H Team has an established history of providing services reflecting a significant institutional knowledge of how to work effectively with public works customers. The F&H team’s past performance and client satisfaction are the standards by which we judge our successes. Our past performance has been outstanding as shown by key quality indicators such as client and regulator commendations, awards, history of compliance with delivery schedule, cost control, quality of work, and re-selection for continuing services with a variety of clients.

A record of excellence, coupled with a dedication to customer service, establishes the framework for ensuring the delivery of on time, on budget, and high-quality support for the New Public Safety Facility.

A. ORGANIZATON & LINES OF COMMUNICATION
The key to effective coordination is to provide the City with a single point of contact: Mr. Stephen Seibly. Mr. Seibly’s authority penetrates to every level of the Design and Construction Team. As such, Mr. Seibly will provide any and all team resources to confer and coordinate with the City at all times through the entire duration of the project.

Clear Communication is vital to the success of a design-build project. As a result of our highly interactive approach that goes beyond our expected on-time and on-budget objectives. Culminating in a project that when delivered, embodies the guiding principles outlined in the RFP. It will also be completed as a result of the actions of many professionals working as one, achieving excellence in safety, quality, sustainability, and integration into the local community.

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Our first role to each project task is to listen. By beginning each task by listening to the client and, most importantly, the end users, we are able to understand the critical issues that define a successful project from the client’s perspectives, both young and old; City and citizen. We have found that working with a one–on-one approach with the client fosters trust, understanding, and helps make the client an integral part of the project team. This approach helps foster trust amongst the many entities that have ownership or interests within the new facility. We understand that the wants and needs, and what makes a project successful from a community or individual perspective, are in many cases dramatically different from those of the City level. Our team has significant experience in bridging that gap, finding the common core elements, and creating spaces that everyone agrees on. Most importantly, we understand how to create spaces that minimize maintenance costs and allow for revenue generation.

This helps ensure the project’s success.

We understand the needs of the City and recognize that we will need to meet the following goals and concerns of the City. We have identified the following items that need close attention on this project, and they are as follows:
• Providing for the safety not only the construction workers but the staff and general public as well, • Minimize disruptions to activities in the area during construction, • Low maintenance and safety via design,
• Spaces that are appropriately scaled to the needs of the facility, • Design compatibility with the needs of the City,
• Design that promotes City pride.

We believe in a positive working relationship with open-book communication, the use of time-tested management methods and collaborative planning to ensure our success. As stated previously, communication on our team, and to the client, is open and flowing. We have found that the most successful projects have a foundation of open communication from all parties and that the best way to prevent or solve a problem is to utilize the collective experiences and insight of others. Our team uses a structured approach to avoiding potential “rocks in the road” by engaging the client/user in all aspects of the design and construction process and promoting “partnering” and interactive decision- making. This includes setting up an on-going project team structure with the client, user group representatives, and ourselves. We will use a highly interactive client- consultant process to maintain quality communication and direction.

1. Electronic Communications & Electronic Management System Our team’s familiarity with public works facilities provides us with the strongest possible insight to the pre-planning and construction processes.

Our staff of certified professionals brings over 100 years of combined pre-construction experience. Our method of pre-construction services incorporates many aspects essential to our proven success including the collaboration and coordination through document management being a key item that comes into play in order to meet the goals of a project of this size. F&H uses Procore management software, which allows all team members, including the City, Architect, design consultants and subcontractors a live look at the project. Specifically, the following items can be viewed:
• Plans, plan addenda and RFIs can be uploaded and the latest plans will be displayed, • Specifications, addenda and RFIs can be uploaded and the specifications will be updated, • Schedule updates can be viewed with the latest monthly update, • RFI logs will be displayed and each item will show its status, whose court it is in and how long they have had each item, • All current Change Directives and Change Orders can be seen and within whose court it is in, Our Design and Construction Teams rely heavily on electronic communications and modern technology. • Email – We rely heavily on email and the electronic files that can be conveyed in this medium. • Teleconferencing – All members of our team have accounts with and regularly use Teams, Zoom, Skyp and GoToMeeting for weekly and impromptu communication.
• Plans – Our combined platforms accommodate Revit and AutoCAD for both viewing and printing. • Procore management software - including the City, Architect, design consultants and subcontractors’ access to the project.

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2. Meetings and Conferences
Our team will meet regularly outlining goals and strategic objectives putting the project first and openly discussing risk and reward factors to maximize value for the project and City of Pismo Beach. Communication includes holding weekly meetings / working sessions with all stakeholders to review and address everything from safety & security, VE options, job progress, RFI’s, QA/QC and submittals to pending changes and/or pricing. At the same time, our team establishes joint preconstruction startup meetings for each of the major trades and at major milestones to review quality expectations and requirements of their work. This dedicated communication and commitment of our experienced team extends through all aspects of the project, from preconstruction, through construction, to close out, and through complete commissioning of the project.

Our Design and Construction Teams have met regularly and productively during this initial bid period. We expect our Design Meetings to continue from the 75% stage to the 100% stage, with City participation. After award, we will initiate a project “Kick-off Meeting.” All project stakeholders will attend this meeting to establish roles and responsibilities, and the “rules of the road” for building the New Public Safety Facility.

After an initial “Kick-off Meeting,” we will conduct bi-weekly coordination meetings with the City at the project site. We will also conduct weekly subcontractor meetings. Mr. Seibly will be available – either in person or via communication device – for any and all meetings with the City. He will assign necessary support staff to conduct and attend all meetings with the City

3. Contract Administration and Procedures & Conflict Resolution The contract administration will be coordinated, and all unlisted portions of the project will be bid by F&H Construction’s Estimating and Preconstruction team. This team will be headed by Stephen Seibly and they will handle all aspects of the final pricing, documentation and subcontractor listing. Once the subcontractor or supplier has been selected, F&H will provide to the owner a copy of the scope with associated pricing for the owner’s review and reference. Upon approval by both parties, the subcontractor or/or supplier will be processed by the estimating team and they will coordinate and provide the scope and pricing to F&H’s Contracts & Insurance Administrator who will prepare, organize, and coordinate the company’s Client contract, subcontracts, and purchase orders in a timely manner. This activity will be processed through Procore which allows all of F&H’s team members a live view of the documents and their status. During this step, our Risk Manager will oversee all contract procedures to verify that all items are processed and completed correctly. Upon completion of the subcontracts and purchase orders they are turned over to the construction team to administer.

One key aspect of any given project is the RFI process and responses of the team. It is extremely important that responses within the team to RFIs are timely and complete. We understand that changes are to be expected and questions will be asked but working as a team and having LDA’s commitment to a quick turnaround is critical.
“Make a plan of work, then work the plan.” - The City’s project will be set into motion by a well-planned preconstruction process. Our plan will incorporate the fluid management of subcontractors, multiple trades, and crews between facilities. General areas of focus will be:
• Plan review of existing project submittals for constructability and coordination. • Review of upcoming submittals packages to achieve timely review and bidding potential. • Value Analysis / Value Engineering of cost-effectiveness, material selections, general construction practices, and potential problem areas.
• Long lead and specialty equipment items will be identified and tracked so installations will be seamlessly incorporated at the appropriate times.
• Develop and provide phased bid packages to expedite the construction of the facility.

Strong leadership at the top allows people to use a collaborative approach to conflict. Without a clear, communicated vision of where the Team is going, people can get into disagreements that go beyond the surface level as every person in the organization struggles to develop top-level goals and a defining identity. When a strong manager develops a mission and communicates objectives to the team, people have common ground to work from to address conflict collaboratively. What develops from this approach is a positive view of conflict. We create an environment where it easier to work together than to “bump heads.” We create a Team. While a commitment to collaboration and teamwork is a part of our mission statement,

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conflicts can still arise. We take great pride that in nearly 60 years of corporate history, we have had only a handful of conflicts reach the point of litigation. We seek to find the win-win scenario. We seek to resolve all conflicts fairly with respect and collaboration.

4. Project Scheduling
Our team is made up of experienced builders and we have a proven track record in expediting schedules. Our team understands how long each specific task takes and we have melded the activities in a logical sequence while working together with our scheduler, Joe George. Our team has already prepared a base line schedule, in Primavera P6, and the base line schedule and are including a condensed version in an 11x17 format, into three pages for the proposal. We will have the full schedule available to present during our interview.

F&H understands the project specific risks and challenges associated with public safety facility projects; therefore, we have prepared in advance to mitigate these items. The team has developed the following critical items and dates required to complete the project on time:
• Start of Construction dates required to meet the proposed contract duration, • Subcontractor selection deadlines,
• Critical submittal review schedules for the City and LDA, • Drop-dead dates for Procurement & Delivery of long-lead materials and equipment, • Starting and completion dates for Electrical and Mechanical Systems – they drive the critical path • Weatherizing the site as needed – Early completion of curbs & base rock at driveways and parking lots When preparing our schedule, we reached out to our key subcontractors to receiving their input into the schedule and their commitment to bid your project, if awarded to F&H, this allows us to be confident in our schedule durations.

In constructing every project, there are always specific items that need to be addressed, which is why we advocate schedule collaboration with the City. Working with the City we will identify key dates, needs, and milestones. Once we are awarded the project we expect to sit down with the entire team and together address any concerns. Working back from when the facility is scheduled to start, we need to address the move-in requirements of the staff. Public Safety facilities are subject to unique standards and security measures, which need to be completed correctly and that is what F&H does. We look forward to reviewing this schedule with you and fine tuning any concerns to meet all stakeholders needs.

F&H has over our nearly 60 years of experience building and managing projects and we have developed a keen focus on quality, fast-track/Lean construction, and risk mitigation. F&H has created a strong team of construction professionals with experience in collaborating with agencies and architects to build projects on time.

B. QUALITY ASSURANCE / QUALITY CONTROL
Quality Control is the cornerstone of our design and construction methodology. F&H’s quality policy is based on the fundamental concept that the control of quality is a team obligation that recognizes that quality is built into every aspect of the project. Our team will provide quality products and services that meet or exceed requirements, delivered safely, on time, and within budget. Quality work will be the responsibility of every individual performing the work. Quality will be obtained through appropriate planning and control of work operations and by specific quality control activities such as reviewing, checking, inspecting, testing, and quality surveillance/audit.

The F&H Quality Control Officer will develop a Site-Specific Quality Control Management Plan (QCMP) that will describe the overall policies, program, organizational responsibilities, procedures, and the means of ensuring that all items of work are in conformance with the contract drawings and specifications. Further, the QCMP will describe the processes, procedures and details of reviews and checks that will be performed on the design of the project components, and the inspections and tests that will be performed on construction materials and workmanship to ensure the overall quality of the constructed project.

The QCMP will describe and define participant roles; quality review responsibilities and activities; quality requirements for design/construction integration; the specific quality measures and application instructions; and necessary quality assurance (QA) documentation and verifications to which technical reports, project documents, design drawings, engineering calculations and construction documentation must comply.

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The QCMP will include:
• A Statement of F&H’s Quality Control Policy, which include our goals and objectives, along with our inspection process; • The names and qualifications of our project representatives, including the QC Manager, the Alternate QC Manager, the SSHO, Project Manager, Site Manager and other QC Specialists;
• The Duties, Responsibilities and Authority of QC personnel, which flow from the corporate level to the project level; • Identification of outside organizations, including the owner’s testing agency, that will support the QC effort; • Appointment letters authorizing the QC Manager and his representatives the authority to stop work and rectify defective work; • Submittal procedures and the Initial Submittal Register, along with deliverable expectations and record documentation requirements; • The Testing Plan and Testing Log
• Procedures to Complete Rework Items, including the control and prevention of non-conforming materials, and the correction and prevention actions employed by QC personnel;
• Documentation Procedures;
• A List of the Definable Features of Work, from procurement through the delivery, storage, handling and placement of all materials; • The Procedures for Performing the Three Phases of Quality Control: Preparatory Phase, Initial Phase, and Follow-up Phase; • A Personnel Matrix for all individuals responsible for Quality Control; • The Procedures for Completion, including Punch List Inspection, Pre-Final Inspection and Final Inspection; • The Training Procedures and Training Log for individuals with project specific Quality Control responsibilities; • And a list of the forms used throughout the Quality Control process.

F&H strongly embraces the concept of quality construction, confident that robust Quality Control practices make for less rework, greater profits, timely delivery, satisfied clients, and structures and physical assets that stand for well beyond their life expectancy. Quality Control is a practice well-ingrained in our work process, and a practice we embrace whole heartedly.

C. SAFETY AND SECURITY
The best Health and Safety Programs involve every level of the Team’s organization. Our Team will instill a safety culture that takes a proactive approach to reduce accidents for workers as much as possible. Safety throughout the project will be ensured through our proven Safety Management Plan, Construction Safety Plan, and trained personnel who have carried out these activities on prior projects.

Our Safety Management Plan will be in compliance with all pertinent provisions of the latest version USACE’s Safety and Health Requirements Manual EM 385-1-1. Construction Safety Methods that will be used on this project include a Project Specific Site Health and Safety Plan, an Emergency Response Plan, an Accident Prevention Pan (APP) with Activity Hazard Analyses (AHA), a dedicated Safety Health Officer (SHO), daily safety tailgate meetings, and required safety training. All of these methods have been successfully implemented on prior projects. If any health and safety deficiencies are identified, then corrective action is immediately implemented by the authorized safety personnel to ensure safe conditions. Specialty subcontractors that perform specific unique activities (e.g., dewatering, placement of reinforcing, etc.) will prepare the safety plans and/or job hazard analysis related to that activity or task. The safety procedures will be reviewed and accepted by the F&H Health and Safety Manager and the procedures will be incorporate into the Safety protocols for the project. All subcontractors will be required to adhere to the Site Safety Plans generated by F&H Construction.

The F&H Construction SHO will develop a Project Specific Site Health and Safety Plan. Typically, this plan will encompass the following topics:
• A Signature Page, which will be a record copy of all individuals working on the site; • Background Information, which will contain project information and the activities that require hazard analysis; • A Statement of F&H’s Safety and Health Policy, which include our goals and objectives, along with our accident avoidance experience; • Responsibilities and Lines of Authority, which flow from the corporate level to the project level, identify the Competent and Qualified Persons, the tools available to them for non-compliance, and our written procedures for holding managers and supervisors accountable

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for safety;
• Subcontractor and Supplier requirements, including the submission of MSDS information particular to each trade and discipline; • Training and Certifications that are required by individuals performing specific tasks, along with the requirements for emergency response planning;
• Safety and Health Inspections, for both on-site and off-site work; • Procedures for Accident Reporting;
• Site Specific Plans, including spill plans, firefighting plans, respiratory protection, heat/cold stress monitoring plans, float plans, excavation and trenching plans, fall protection and prevention plans, emergency evacuation plan, lift and erection plans, and confined space program plans, etc.

The Project Specific Site Health and Safety Plan will be signed by corporate leadership and will unequivocally establish the SHO’s stop-work authority over F&H and all subcontractor activities.

Our Experience Modification Rate (EMR) for the past three premium years are as follows:
• 2022 – 0.77
• 2021 – 0.80
• 2020 – 1.01
Site Monitoring and Security – We are able to view the project remotely with the use of Oxblue camera system that transmit “live” to any computer with internet access. This system allows the entire team, the ability to watch the construction progress live and view videos of the project over a duration of time. We also provide electronic Tattletale™ devices to ensure site security during construction.

D. UTILITY COORDINATION PLAN
Proposed site utilities will be coordinated with the building connection points based on the interior MEP design. Site utilities will be designed such that they do not conflict with proposed or existing improvements.

The key to this aspect, as mentioned earlier is communication. That entails communication with the City and its various departments, communication with the City, various utility agencies, as well as communication with those who may be on the same lateral or main lines. By engaging the City and other agencies earlier we are better able to determine actual sizes of both wet and dry utilities, as well as head off potential underground conflicts in the field. Additionally we can better resolve any potential upgrades to off site utilities and infrastructure the City may require, These are identified early in the design process with each utility agency so that the necessary deliverables and lead times can be established and tracked.

E. CONSTRUCTION TRAFFIC MANAGEMENT
In conjunction with City staff, F&H will develop a Traffic Plan in order to minimize traffic impact on the community and adjacent City Facilities.

Accordingly, we will develop a Plan that addresses:
• The construction area will be enclosed with chain link fence and gates • Warning signs will be placed near the beginning of the work site and well ahead of the work site to alert approaching traffic • Proposed temporary lane and/or road closures if needed • Assessment of traffic impacts on affected roads during construction hours • Traffic management measures (cones, sign boards, etc.) • Provisions for emergency vehicles, heavy vehicles, cyclists and pedestrians • The effect of proposed traffic management measures in adjoining streets • Proposed notification processes to alert the public in advance of implementation traffic management measures.

F. COMMISSIONING AND TRAINING

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Specifications for the commissioning of the project will be developed in collaboration with the City and its commissioning agent over the final 25% design phase. The F&H/LDA Team can satisfy the requirements to place each building component and each system into proper service for complete asset delivery at project completion,

OTHER PROJECT MANAGEMENT PLAN CONSIDERATIONS
Storm Water Pollution Prevention
Site specific SWPPP will be created with the certified Tully Consulting Group as the QSD and QSP on the project. Site Specific plan will ensure an effective combination of erosion, sediment control, and dust control in accordance with the current code.

Mitigated Negative Declaration Condition Implementation Implementing the conditions of the MND revolves around a 3 step process that ensures accurate review and the MND and mitigating all conditions

1. Review the Initial Study & Project Information.

This section introduces the project and the MND document and discusses the project description including location, setting, and specifics of the lead agency and contacts well as potential issues. This section summarizes the impacts and lists the mitigation measures identified in the Initial Study and proposes findings that would allow adoption of this document as the CEQA review document for the proposed project.

2. Initial Study Checklist( Exhibit B of the MND). This section discusses the CEQA environmental topics and checklist questions and identifies the potential for impacts and proposed mitigation measures to avoid these impacts, as well as helps understand the rational behind them..

3. Create and implement a mitigation matrix.

The Project Design Manager and the Project architect review each condition of approval as a checklist prior to the submission of DD and CD sets to the City. A simple spreadsheet is created from the Conditions and utilized to determine if the item has been checked off, if it needs more discussion, or is for a separate phase of the project (ie construction related mitigation items). This document is used to show progress and establish who is responsible for the mitigation action ( design or construction). Not only does this show how and when and item was mitigated, but also who was responsible for its implementation.

Systems / Design Confirmation
System and design confirmation is a two part process. Part one revolves around the Project Design Manager ( Daniel Hoff) who is responsible to review the project design against the design intent of the criteria documents as well as engaging the City core team on ways to improve the overall design and function of the facility. In this sense the PDM acts as the liaison between the criteria and the final design. The PDM also verifies pricing in real time ensuring that the project maintains its budget and schedule.

The other process is the responsibility of the deign team and the Project Architect, which is design oversight and record keeping. This begins with the program confirmation phase of the project. Upon selection and ratification of a Contract the design team will hold a confirmation kick -off meeting and charrette. This starts the process of reviewing all decisions to date, the rational for them, and seeing if ideas or processes have changed in that time frame. The design team will review the proposed design with the City to ensure that the right decisions are being made as the project moves forward into construction documents. During the design phase we would propose to have confirmation and design meetings every two weeks through Design Development. This allows the City the full opportunity to review the design while in process. For example, during the programing confirmation process at the San Luis Obispo County Animal Shelter, on-going in depth discussion were held between the County and the Design team. The result was that the County realized that many of the assumptions and recommendations that were part of the criteria documents were determined to be not as important as other items that were omitted from the same criteria. This goes back to why we feel communication between all parties is one of the most important components for the Project Team.

Waste Management
The environmental demands on construction projects continue to grow, as does our need to chart, track and document our recycling and waste

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management achievements. Accordingly, we will make early contact with the local waste collection firm to plan for all construction and minor demolition generated debris. All required material recycling percentages will be achieved with either on-site or off-site sorting.

BIM Execution
We utilize BIM software (Revit) for all of our projects. This allows the everyone to understand the project in its truest form. Revit allows us to build the project 3-dimensionally before the “first shovel is in the ground”. This proves to be a valuable tool in the design process since we can now “see” potential conflicts before they happen. As the project evolves we can show the client what each space will look like as the design progresses.

Changes can be made in “real time” before the client’s eyes so that input and decisions can be made quickly. For record documents, Revit files can be saved in an AutoCAD format for archiving.

Our pre-construction team is experienced with Building Information Modeling (BIM) technologies allowing for coordination of the unique systems and structures as may be warranted or requested. BIM will be used as a resource to immediately resolve problems before they could arise during construction. At the start of the project, F&H, will prepare a BIM execution plan that defines and describes how we will implement BIM on this project. This plan will include collaboration team members and contact information, project goals and objectives, collaborative process map, a detailed BIM modeling plan, a detailed BIM analysis plan, and a detailed collaboration plan. Early BIM planning will help us to drive early decision- making, design convergence, and design quality control.

It will also help us later, in construction, to resolve complex construction sequencing, reduce schedule time and change orders, and increase field productivity, safety, and construction quality. The key will be to produce a well-thought-out design early in the design-build process. We will do this by using BIM to develop an accurate and detailed virtual model of the design to be built. That BIM model will help us gain a greater understanding of the proposed design through visual presentation, analysis, simulation, and discussion.

Record Documents
The purpose of the Project Record Documents is to provide the City with factual information regarding all aspects of the Work, both concealed and visible, to enable future location, identification and modification of the Work without lengthy and expensive site measurement, investigation or examination. We will include a specification for Record Documents and make them part of the Contract Documents for the entire Construction Team. We will confer with the City in the final month of design to develop the formats for which Record Documents shall be delivered. It is customary to deliver Record Documents within 20 days after Substantial Completion.

We expect the Record Document protocol will include an encompassing digital AutoCAD file that includes all the information of the As-Built Drawings and any other graphical information in the As-Built Drawings. It shall include the overall Work, utility system layout and associated parcel boundaries and easements. Feature point, line and polygon information for new or altered Work and all accompanying geodetic control and survey data shall be included. The surveyor’s certified As-Built Asset Attribute Data shall be added to the As-Built Drawings and Surveyor shall electronically seal the data in a comma-delineated ASCII format (txt).

Document management is a key item that comes into play in order to meet a schedule on a project of this size. F&H uses Procore management software, which allows all team members, including the City, Architect, consultants and subcontractors a live look at the project. Specifically, the following items can be viewed:
• Plans, plan addenda and RFIs can be uploaded and the latest plans will be displayed, • Specifications, addenda and RFIs can be uploaded and the specifications will be updated, • Schedule updates can be viewed with the latest monthly update, • RFI logs will be displayed and each item will show its status, whose court it is in and how long they have had each item, • All current Change Directives and Change Orders can be seen and within whose court it is in, During the construction process, F&H will maintain, update, and report the schedule as construction moves forward. At each weekly meeting we will present a three-week look-ahead schedule showing what was completed over the past week and what we have planned for the next three.

Each month, we will provide a schedule update and this information will be available for the entire team to view in Procore.

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F&H takes pride in utilizing the Lean building techniques which allow us to complete projects on time and in some cases early. Brendan Corbett and Todd LaRose have a proven record of using these methods to expedite a project schedule and obtaining the team’s goals. By self-performing several of the key structural aspects of the project, namely concrete and rough carpentry, our team can control the schedule. These practices enable us to meet and exceed the goals of the project.

Building with Lean construction methods, we follow the following process:
• Prefabricate edge forms, construction joints, and even using a CNC machine to fabricating templates while the earthwork and building pads are being established,
• Prefabricating completed wall sections, either on-site or off-site, with all blocking and plywood incorporated. This is done while the concrete foundations and the slab-on-grade is being constructed. Allowing the walls to be erected and completed in a matter of weeks in lieu of a couple months,
• Prefabricating completed roof sections on-site with all blocking and plywood incorporated while the walls are being erected and the building concrete is being constructed. Once the walls are erected, lined and completed, we can immediately begin setting the roof panels.

Building with this process allows us to further control the project schedule and in fact cut time out of the critical path. This process assists in controlling quality and safety, but the biggest item is the costs savings to the City. For example, the above image is an example of a roof section that was built and set immediately after the walls had been completed.

Monthly Report
F&H will provide a variety of daily, weekly and monthly reports. Daily reports will entail a full report of the jobsite activities, including weather, subcontractors working, labor force, deliveries, jobsite visitors, and noteworthy activities.

Weekly reports will include:
• Meeting minutes from the prior week’s Owner’s meeting • Meeting agendas from the current week’s Owner’s meeting • Meeting minutes from the prior week’s Subcontractors’ meeting • Meeting agendas from the current week’s Subcontractors’ meeting • Three-week “Look Ahead” schedule
• RFI and Submittal Logs
• Weekly Tailgate Meetings
• Certified payroll
Monthly reports will include:
• Monthly Status Reports (MSR’s) – this report not only conveys areas of oversight, change and modification, but is also an effective

PRE-FABRICATED WALLS BEING ERECTED

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communication tool for all project stakeholders
• Percentage complete and balance to finish for each schedule of value line item • Progress billing and lien releases
• Schedule updates
Transition and Close-out
Close-out specifications will also be developed in collaboration with the City over the final 25% design phase. We would expect that the close-out specifications will entail, at the minimum, the following topics:
• Operations and Maintenance Manuals for all construction system components • Training Documentation for City staff and consultants • The turn-over of “attic stock” materials
• Warranties
• Test data reports
• Record Documents
“Close-out of the project is really the final product.” F&H understands the importance of the final details. We want to make sure that the City and staff are getting what they paid for and deserve.

We know the path to accountability may be through LDA Partners, other design team members and an Independent Testing or Commissioning Agent all who will inspect each of the project’s systems. We will work hand-in-hand with each of them, so you can be rest assured that the quality of the construction and all of its equipment and components are as specified in the contract and completed to your satisfaction. “F&H believes that repeat business is the most important business” We will be only a phone call away to resolve any warranty and closeout issues that the City might face. It is critical for us at F&H to provide a quality project and to build a strong relationship with the client. Making us work harder to sustain an outstanding reputation in our community.

SAN LUIS OBISPO COUNTY ANIMAL SERVICES UNDER CONSTRUCTION

VI.

PRELIMINARY BASELINE DESIGN/

CONSTRUCTION SCHEDULE

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VI. Preliminary Baseline Design/Construction Schedule

SCHEDULE OVERVIEW
Our baseline schedule is broken into 3 components -
Administrative, Pre- Construction, and Construction. Per the RFP we are tracking a NTP of approx April 14, 2023, , with a final completion date of July 30, 2025.

As part of our proposal, we are utilized a 2 part permit process. Part 1 is for Underground and grading/ demo,
while Part 2 tracks the vertical construction.

Typical City review periods for each phase are approx 2 weeks.

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VII.

LIFE-CYCLE COSTS

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VII. Life Cycle Costs

LIFE CYCLE OVERVIEW
The foundation of our team’s design-build philosophy is to provide the best value for the client over the entire life of the building. Decisions made during the proposal phase and through the completion of construction focus on quality of materials, performance and maintainability of systems, and overall life cycle cost versus lowest first cost. Our team is comprised of industry leaders who offer cutting-edge designs, knowledge of market conditions, constructibility analysis and lessons learned from previous projects. These factors ensure we will provide balanced design of future-forward concepts and cost effectiveness for the Animal Services facility. While it is extremely difficult to get an accurate assessment of overall life- cycle costs, we have extrapolated data from other facilities and combined it with information we know about the proposed Public Safety Facility.

ENERGY ANALYSIS SOFTWARE & WEATHER PROFILE
A building’s energy use and associated cost is directly related to how the system interfaces with the building’s envelope, occupancy, internal heat and associated lighting systems and the local weather trends of the area.

The conceptual building will be modeled using EnergyPro 7.2 Building Energy Analysis Software, developed by EnergySoft Corporation and approved by the California Energy Commission for Title-24 Energy Code compliance simulation.

The weather data file used was for the City of Pismo Beach with peak outdoor design conditions overridden for the local Design Temperatures indicated in the HVAC Criteria documents.

WEATHER PROFILE
The BIN Weather data for Pismo Beach, CA will be used for the annual energy simulations. The “bin method” refers to a procedure where monthly weather data is sorted
into discrete groups (bins) of weather conditions. Each bin contains the number of average hours of occurrence during a month or year of a particular range of weather condition.

LIFE CYCLE COST ANALYSIS
The Federal Energy Management Program’s Life Cycle
Cost Program Model BLCC 5.3-15 will be used to evaluate the Life Cycle Cost of the project based on the assumptions made. The BLCC program conducts economic analyses by
evaluating the relative cost of a system over the life of 30 years.

Throughout the design/build process, our team will provide ideas to improve the life cycle cost, functionality and quality of the building systems. The team will also provide continuous cost/benefit feedback for stake-holder’s
consideration so the correct decisions can be made.

7676
76 City of Pismo Beach - New Public Safety Facility
VII. Life Cycle Costs

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DOCUMENT 00 5200

AGREEMENT
THIS AGREEMENT dated this 18th day of July, 2023 by and between F&H Construction, whose place of business is located: 1115 East Lockeford Street, Lodi, CA. 95240 ("Design -Build Entity"), and the City of Pismo Beach ("Owner"), acting under and by virtue of the authority vested in Owner by the laws of the State of California.

CITY OF PISMO BEACH

PUBLIC SAFETY FACILITY
at 1000 BELLO ST., PISMO BEACH, CA 93449
NOW, THEREFORE, in consideration of the mutual covenants hereinafter set forth, Design -Build Entity and Owner agree as follows:

ARTICLE 1 — SCOPE OF WORK OF THE CONTRACT

1.01 Work of the Contract
A. Design -Build Entity hereby agrees to serve as the Design -Build Entity for the Project identified herein, inclusive of complete planning, design and engineering services, management services, complete permitted plan sets, construction services, project completion and building and systems commissioning services, and turnover of a complete, functional, and legally operable Project, in accordance with the Specifications, Drawings, and all other terms and conditions of the Contract Documents ("Work").

B. Without limiting the foregoing, Work specifically includes the following Additive Enhancements (Voluntary):

1. AE-1 — To Replace Existing Apparatus Bays
C. Without limiting the foregoing, Work specifically includes the following Voluntary Enhancements:

1. Any design feature that would increase safety, security, and efficiency for staff and / or building users beyond that required by the Bridging Documents.

2. Any design feature or material specification that would increase reliability / durability of facility operations or reduce the cost of facility maintenance beyond that required by the Criteria Documents.

3. Increased longevity and durability for equipment or materials.

4. Extend roofing warranties from 20 to 30 years for buildings with roofing membranes.

5. Reduce or compress project delivery schedule.

6. LEED (minimum) rating including registering the project with the United States Green Building Council and certification.

D. Without limiting the foregoing, Work specifically includes the following Deductive Items:

1. The following Deductive Items: N/A
E. Without limiting the foregoing, Work specifically includes the following Alternative New Public Safety Facility 00 5200 - 1
City of Pismo Beach AGREEMENT
Issued with Bridging Document Set
December 1, 2022

Technical Concepts:

1. The following Alternative Technical Concepts: N/A

1.02 Price for Completion of the Work
A. Owner shall pay Design -Build Entity the following Contract Sum, forty-two million, three hundred and sixty-six thousand, four hundred and fifty dollars ($ 42,366,450)for completion of Work in accordance with Contract Documents (including the Additive Enhancements (Voluntary), Voluntary Enhancements, Deductive Items, and Alternative Technical Concepts identified in paragraphs 1.01B, 1.01 C, 1.01 D and 1.01E above).

1.03 Alternates
A. At Owner's sole discretion, Work may also include one or more Alternates. To add any Alternate to the Work, Owner must notify Design -Build Entity no later than the applicable City Decision Point Date in Design -Build Entity's Document 00 4200 (Proposal Form). Contract Sum will be adjusted (increased for an additive Alternate, decreased for a deductive Alternate) only by the Proposal Price for the Alternate, and Owner will pay no other amount on account of adding the Alternate to the Work. Addition of any Alternate shall be memorialized by Change Order and (other than any provision regarding payment) subject to all other Contract Documents requirements relating to Change Orders.

ARTICLE 2 — COMMENCEMENT AND COMPLETION OF WORK
New Public Safety Facility 00 5200 - 2
City of Pismo Beach AGREEMENT
Issued with Bridging Document Set
December 1, 2022

2.01 Commencement of Work
A. On or after August 15, 2023, Owner will issue a Notice to Proceed (NTP) with the Work. Eight hundred and thirty-nine (839) calendar days after Owner issues the NTP, Design -Build Entity will achieve Final Completion of the Work.

B. Owner reserves the right to modify or alter the Commencement Date.

2.02 Design and Construction Milestones
A. Design -Build Entity shall also complete design and construction of the Project consistent with the following milestones.

1. Substantial Completion by seven hundred seventy-nine (779) calendar days after Owner issues the NTP;

2. Certificate of Beneficial Occupancy of entire Project Recorded by eight hundred nine (809) calendar days after Owner issues the NTP.

2.03 Liquidated Damage Amounts
A. Owner and Design -Build Entity recognize that time is of the essence of this Agreement and that Owner will suffer financial loss if the Work is not completed within the time specified herein, taking into account any extensions thereof allowed in accordance with the Contract Documents.

B. Consistent with terms, conditions, stipulations and limitations in Document 00 7253 (General Conditions) regarding liquidated damages, Design -Build Entity and Owner agree New Public Safety Facility 00 5200 - 3
City of Pismo Beach AGREEMENT
Issued with Bridging Document Set
December 1, 2022

that because of the nature of the Project, it would be impractical or extremely difficult to fix the amount of actual damages incurred by Owner because of a delay in completion of the Work. Accordingly, in the event of delay in completion of the Work, or any Phase or Subproject, Owner and Design -Build Entity agree that Design -Build Entity shall pay Owner as liquidated damages the number of Dollars provided below:

1. As liquidated damages for delay, Design -Build Entity shall pay Owner two thousand -five hundred dollars ($2,500.00) for each Day that expires after thetime specified herein for Design -Build Entity to achieve the Final Completion of the entire Work (paragraph 2.01A above), until achieved.

2.04 Scope of Liquidated Damages
A. Measures of liquidated damages shall apply cumulatively.

B. Limitations and stipulations regarding liquidated damages are set forth in Document 00 7253 (General Conditions).

ARTICLE 3 — PROJECT REPRESENTATIVES AND STAFFING

3.01 Owner's Project Administrator
A. Owner has designated Jorge Garcia as its Project Administrator to act as Owner's Representative in those matters relating to the Contract Documents that do not require City Council approval. In the event Mr. Garcia is unavailable the Owner's back up designee is Eric Eldridge.

B. To the extent City Council approval is not required, Project Administrator shall have authority over various matters pertaining to the Contract Documents and shall have sole authority to modify the Contract Documents on behalf of Owner, to accept work, and to make decisions or actions binding on Owner, and shall have sole signature authority on behalf of Owner. By this clause, Project Administrator is not assigned any rights or obligations that require City Council approval.

C. Owner may assign all or part of the Project Administrator's rights, responsibilities and duties to a Construction Manager, or other Owner Representative.

3.02 Design -Build Entity's Project Manager and Dedicated Staff A. Design -Build Entity has designated Kristien Kwong as its Project Manager to act as Design -Build Entity's Representative in all matters relating to the Contract Documents. For the construction phase, the Project Manager shall be resident at the Project Site and shall be devoted solely to the Project. Design -Build Entity may not change the identity of its Project Manager without prior Owner written approval, which approval shall not be unreasonably withheld, provided such replacement has similar or greater experience and qualifications.

B. Design -Build Entity's Proposal provides an organization chart and lists the key personnel New Public Safety Facility 00 5200 - 4
City of Pismo Beach AGREEMENT
Issued with Bridging Document Set
December 1, 2022

previously approved in the Request for Qualification Process Phase 1 Steps 1 and 2 or otherwise (together, "Key Personnel) Design -Build Entity intends to provide to the Project New Public Safety Facility 00 5200 - 5
City of Pismo Beach AGREEMENT
Issued with Bridging Document Set
December 1, 2022

to perform its design, construction and obligations under the Contract Documents, including but not limited to, their position, responsibility, resume and qualifications. Design - Build Entity represents that such staff have the necessary licenses, experience, and qualifications to satisfactorily perform the requirements of the Contract Documents and that at all times Design -Build Entity shall maintain such staff or similar staff having all necessary licenses, certifications, experience and skills necessary to perform all obligations of the Contract Documents.

C. Design -Build Entity acknowledges that the quality and qualifications of the Key Personnel were important factors in Owner's selection of Design -Build Entity for the Project. Design - Build Entity and Owner agree that the personal services of the Key Personnel is a material term of the Contract Documents, and substitution or removal or change in role or level of effort constitutes a material breach of this Agreement.

D. Notwithstanding anything to the contrary in subsection C above, there shall be no material breach of this Agreement if a substitution of Key Personnel is with an equal or more qualified individual/personnel, provided Owner consents in writing to such substitution.

Owner's consent shall not be required for any substitution required due to death or incapacity of a Key Personnel.

3.03 Bridging Architect
A. RRM Design Group was the concept architect; Mary McGrath Architects + Manns Woodward Studios furnished the Bridging Documents (Performance Criteria and Concept Drawings) and shall have the rights assigned to Bridging Architect or Criteria Architect in the Contract Documents.

ARTICLE 4 - CONTRACT DOCUMENTS

4.01 Contract Documents consist of the following documents, including all changes, Addenda, and Modifications thereto:

Document 00 1119 Requests for Proposals
Document 00 4200 Proposal Form, attached hereto
Document 00 4330 Subcontractors List and all amendments thereto Document 00 5050 Notice of Intent to Award
Document 00 5100 Notice of Conditional Award
Document 00 5200 Agreement
Document 00 5201 Bridging Documents
Document 00 5500 Notice to Proceed with Construction
New Public Safety Facility 00 5200 - 6
City of Pismo Beach AGREEMENT
Issued with Bridging Document Set
December 1, 2022

Document 00 5501
Document 00 5302
Document 00 6113.13
Document 00 6113.16
Document 00 6325
Document 00 6200
Document 00 6290
Document 00 6530
Document 00 6536
Document 00 7253
Document 00 7380
Document 00 9113
Document
Notice to Proceed with Design Services
Insurance and Indemnity Requirements
Construction Performance Bond
Construction Labor and Material Payment Bond
Substitution Request Form
Withheld Contract Funds Certification
Escrow Agreement for Security Deposits in Lieu of
Retention
Agreement and Release of Any And All Claims
Guaranty
General Conditions — Design Build
Apprenticeship Program
Addenda
Exhibit A — Value Engineering and Final Price,
Scope Clarifications
Division 01 Sections identified in Document 00 0110 (Table of Contents) Design -Build Entity's Proposal for City of Pismo Beach dated March 2nd, 2023, and updated through negotiations on
Final Construction Documents (following receipt of all approvals required by other Contract Documents), whether listed on Document 00 4330 (Subcontractors List) or otherwise.

Requests for Information 1 through 53, inclusive, with corresponding responses.

City of Pismo Beach Public Safety Facility, F&H Construction - Budget Breakdown, Value Engineering Options - Selected by City of Pismo Beach (June, 30 2023).

F&H Construction / Thoma Electric, Inc., Pismo Beach Public Safety Facility, Electrical Exhibit "B" - Electrical and Telecommunication VE Item Narratives for Items E1-E33 (June 30, 2023).

4.02 There are no Contract Documents other than those listed above. The Contract Documents may only be amended, modified, or supplemented as provided in Document 00 7253 (General Conditions).

ARTICLE 5 - MISCELLANEOUS

5.01 Terms and abbreviations used in this Agreement are defined in Document 00 7253 (General Conditions) and Section 01 4200 (References and Definitions) and will have the meaning indicated therein. Prior to executing this Agreement, Design -Build Entity has performed all required pre -construction investigations required and described in the Contract Documents.

5.02 All notices or demands to Owner or Design -Build Entity under the Contract Documents shall be in writing and directed to the other at the respective addresses identified under each party's signatures below, or by hand delivery or to such other person(s) and address(es) as a party shall provide to another. Except as otherwise expressly provided New Public Safety Facility 00 5200 - 7
City of Pismo Beach AGREEMENT
Issued with Bridging Document Set
December 1, 2022

herein, notices shall be dispatched by facsimile transmission, overnight delivery by reputable courier service and/or U.S. mail. Except as otherwise expressly provided herein, notices dispatched by facsimile or overnight delivery shall be deemed received on the business day following dispatch. Notices dispatched by U.S. mail shall be deemed received on the third business day following dispatch. Email transmission of PDF images shall be effective only if expressly acknowledged as effective in writing by the receiving party.

5.03 In order to induce Owner to enter into this Agreement, Design -Build Entity represents that it is duly organized, existing and in good standing under applicable state law; is licensed to perform all aspects of the Work; will employ only persons and subcontractors and designers with all required licenses and certifications; that Design -Build Entity is duly New Public Safety Facility 00 5200 - 8
City of Pismo Beach AGREEMENT
Issued with Bridging Document Set
December 1, 2022

qualified to conduct business in the State of California; that Design -Build Entity has duly authorized the execution, delivery and performance of this Agreement, the other Contract Documents and the Work to be performed herein; and that the Contract Documents do not violate or create a default under any instrument, agreement, order or decree binding on Design -Build Entity.

5.04 Design -Build Entity shall not assign any portion of the Contract Documents.

5.05 Should any part, term, or provision of this Agreement or any of the Contract Documents, or any document required herein or therein to be executed or delivered, be declared invalid, void or unenforceable, all remaining parts, terms and provisions shall remain in full force and effect and shall in no way be invalidated, impaired or affected thereby. If the provisions of any law causing such invalidity, illegality or unenforceability may be waived, they are hereby waived to the end that this Agreement and the Contract Documents may be deemed valid and binding agreements, enforceable in accordance with their terms to the greatest extent permitted by applicable law. In the event any provision not otherwise included in the Contract Documents is required to be included by any applicable law, that provision is deemed included herein by this reference (or, if such provision is required to be included in any particular portion of the Contract Documents, that provision is deemed included in that portion).

5.06 It is understood and agreed that in no instance are the persons signing this Agreement for or on behalf of Owner, or acting as an employee, agent, or representative of Owner, personally liable on this Agreement or any of the Contract Documents, or upon any warranty of authority, or otherwise, and it is further understood and agreed that liability of Owner is limited and confined to such liability as authorized or imposed by the Contract Documents or applicable law.

5.07 Retention of Securities
A. Public Contract Code Section 22300 permits the substitution of securities for any monies withheld by OWNER to ensure performance under a contract, at the request and expense of DESIGN -BUILD ENTITY. Substitution of securities shall not be required in contracts in which there will be financing provided by the Farmers Home Administration of the United States Department of Agriculture pursuant to the Consolidated Farm and Rural Development Act (7 U.S.C. Sec. 1921 et seq.), and where federal regulations or policies, or both, do not allow the substitution of securities. Alternatively, DESIGN -BUILD ENTITY may request that OWNER make payment of retention earned directly to an escrow agent at the expense of DESIGN -BUILD ENTITY. At the expense of DESIGN - BUILD ENTITY, DESIGN -BUILD ENTITY may direct the investment of the payments into securities and DESIGN -BUILD ENTITY shall receive the interest earned on the investments upon the same terms provided for in this section for securities deposited by DESIGN -BUILD ENTITY. Upon satisfactory completion of the contract, DESIGN -BUILD ENTITY shall receive from the escrow agent all securities, interest, and payments received by the escrow agent from OWNER, pursuant to the terms of this section.

B. The escrow agreement entered into pursuant to this section must be substantially similar to the form included in Public Contract Code Section 22300(f). DESIGN -BUILD ENTITY shall obtain the written consent of its surety to such escrow agreement.

Securities eligible for investment under this section shall include those listed in Section 16430 of the Government Code, bank or savings and loan certificates of deposit, New Public Safety Facility 00 5200 - 9
City of Pismo Beach AGREEMENT
Issued with Bridging Document Set
December 1, 2022

interest -bearing demand deposit accounts, standby letters of credit, or any other security mutually agreed to by DESIGN -BUILD ENTITY and OWNER.

C. In accordance with Public Contract Code Section 22300(d)(1), if DESIGN -BUILD ENTITY elects to receive interest on moneys withheld in retention by OWNER, DESIGN - BUILD ENTITY shall, at the request of any subcontractor performing more than five percent of DESIGN -BUILD ENTITY's total bid, make that option available to the subcontractor regarding any moneys withheld in retention by DESIGN -BUILD ENTITY from the subcontractor.

5.08 In entering into a public works contract or a subcontract to supply goods, services or materials pursuant to a public works contract, Design -Build Entity or Subcontractor offers and agrees to assign to the Owner all rights, title and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. §15) or under the Cartwright Act (Chapter 2 (commencing with §16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time Owner tenders final payment to Design -Build Entity, without further acknowledgment by the parties.

5.09 This Agreement is subject to the provisions of Article 1.7 (commencing at Section 20104.50) of Division 2, Part 3 of the Public Contract Code regarding prompt payment of contractors by local governments. Article 1.7 mandates certain procedures for the payment of undisputed and properly submitted payment requests within 30 days after receipt, for the review of payment requests, for notice to Design -Build Entity of improper payment requests, and provides for the payment of interest on progress payment requests which are not timely made in accordance with that Article. This Agreement hereby incorporates the provisions of Article 1.7 as though fully set forth herein. This Agreement is also subject to the provisions of Public Contract Code Section 9204, which provides for the submission and resolution of specified claims by Design -Build Entity, including provisions governing the type of claims that may be submitted, the time to respond to such claims, and alternative dispute resolution procedures. The provisions of Section 9204 are incorporated herein by reference, and to the extent Design -Build Entity asserts a claim specified by Section 9204, Design -Build Entity shall comply with all provisions set forth in Section 9204 in submitting a claim to Owner.

5.10 Copies of the general prevailing rates of per diem wages for each craft, classification, or type of worker needed to execute the Contract, as determined by Director of the State of California Department of Industrial Relations, are deemed included in the Contract Documents and on file at Owner's Office and shall be made available to any interested party on request. Pursuant to California Labor Code §§ 1860 and 1861, in accordance with the provisions of Section 3700 of the Labor Code, every Design -Build Entity will be required to secure the payment of compensation to his employees. Design -Build Entity represents that it is aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that Code, and Design -Build New Public Safety Facility 00 5200 -
City of Pismo Beach 10
Issued with Bridging Document Set
December 1, 2022

Entity shall comply with such provisions before commencing the performance of the Work of the Contract Documents.

5.11 Owner shall have the right to review all phases of Design -Build Entity's design including, but not limited to, drawings, specifications, shop drawings, samples and submittals, as specified in the Contract Documents. Such review and other action shall not relieve Design -Build Entity of its responsibility for a complete design complying with the requirements of the Contract Documents; but rather, such review shall be in furtherance of Owner's monitoring and accepting the design as developed and issued by the Design - Build Entity, consistent with these Contract Documents. Design -Build Entity's responsibility to design and construct the Project in conformance with the Contract Documents shall be absolute.

5.12 This Agreement and the Contract Documents shall be deemed to have been entered into in the City of Pismo Beach, State of California, and governed in all respects by California law (excluding choice of law rules). The exclusive venue for all disputes or litigation hereunder shall be in the Superior Court for the County of San Luis Obispo.

5.13 Subsurface Conditions
A. Pursuant to Public Contract Code Section 7104, in the event the Project includes trenches or other excavations extend deeper than four (4) feet below the surface, Design - Build Entity shall promptly, and before the following conditions are disturbed, notify Owner in writing of any:

1. Material that Design -Build Entity believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II or Class III disposal site in accordance with the provisions of existing law;

2. Subsurface or latent physical conditions at the site differing from those indicated in the Project specifications;

3. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in the Project or the character provided for in the Agreement.

B. Upon receipt of said notification Owner will investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in Design -Build Entity's cost of or the time required for performance of any part of the Project, Owner will issue a change order under the procedures described in the General Conditions.

C. In the event that a dispute arises between Owner and Design -Build Entity whether the conditions materially differ, or involve hazardous waste or cause a decrease or increase in Design -Build Entity's cost of or time required for performance of any part of the Project, Design -Build Entity shall not be excused from any scheduled completion date provided for by the Agreement, but shall proceed with all work to be performed under the Agreement.

Design -Build Entity shall retain any and all rights provided either by Agreement or by law which pertain to the resolution of disputes and protests between the contracting parties.

New Public Safety Facility
City of Pismo Beach
Issued with Bridging Document Set
December 1, 2022
00 5200 -
11 IN WITNESS WHEREOF the parties have executed this Agreement the day and year first above written.

CITY OF PISMO BEACH Design -Build Entity (D-BE)
By:

Mayor, City Council (Full Business Name)
Date: By:

ATTEST:

CITY CLERK
Date:

By: Printed Name and Title (President/CEONice
City Clerk President)
(If D-BE is a corporation, a partnership, or a
Date: joint venture, attach evidence of authority to
sign)
APPROVAL RECOMMENDED: By:

James R. Lewis
By:

City Manager Printed Name and Title
Date: Date:

APPROVED AS TO FORM AND
LEGAL EFFECT:

New Public Safety Facility
City of Pismo Beach
Issued with Bridging Document Set
December 1, 2022
Address for giving notices:
00 5200 -
12 DAVE FLEISHMAN
By:

City Attorney
Date:
(Name, Official Title)
(Telephone)
D-BE's License Number Classification(s)

CORPORATE CERTIFICATE
, certify than I am the Secretary of the
Corporation named as D-BE in the foregoing Contract, that, who signed said Contract on behalf of the D-BE, was then of said Corporation, that said Contract was duly signed for and in behalf of said Corporation by authority of its governing body and is within the scope of its corporate powers. (Corporate Seal)
(Secretary)
New Public Safety Facility
City of Pismo Beach
Issued with Bridging Document Set
December 1, 2022
00 5200 -
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