Agenda packet — Foster City City Council, October 20, 2025 (part 2 of 2)

C. Supplier shall have no less than ten (10) simila rly rated generator units that are in operation that have been installed within the last five (5) years which include overall standby power system compliance with EPA and BAAQMD requirements.

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D. Generator set shall be manufactured to the appli cable specifications on file with UL and labeled with the UL 2200 mark.

E. To the maximum extent possible, all electrical c omponents, devices, and accessories shall be listed or labeled by Underwriters Laboratories or other equivalent nationally recognized testing laboratory.

F. Seismically Qualified Equipment:

1. Provide certification that each diesel engine-dr iven generator is seismically qualified by an approved shake table testing report following the requirements in Section 13.2 of ASCE 7-16.

2. The skid-mounted battery rack shall be qualified for use in high seismic loading as defined in IEEE Std 693-2005 (i.e., “IEEE-693 High”), for in-service installation anchored in accordance with the supplier’s accepted seismic anchorage calculations.

1.08 DELIVERY, STORAGE AND HANDLING
A. Standby power system supplier shall be responsib le for the transport and delivery of all system equipment and components to the locations specified herein.:

District Contact Information:

Frank Schoening
Phone: (650) 286-3550
B. Delivery by the system equipment supplier shall include provisions which facilitate offloading the standby power equipment from the delivery truck to on-site location as specified herein. Supplier shall be responsible for coordinating all delivery scheduling, hoisting equipment recommendations and recommended personnel required at the delivery site for offloading of the standby power system equipment with the District as specified herein and as required.

C. Equipment shall not be shipped to the site until :

1. Certified factory test reports, including the co rrective item punchlist developed during the factory demonstration test, have been approved by the District or

2. The District inspector authorizes release for sh ipping at the factory demonstration test.

D. The Supplier shall schedule and coordinate off-l oading of the standby power system equipment at the address specified herein with the District including delivery dates required to encompass complete delivery of all system equipment and components:

1. Lifting equipment required for offloading equipm ent at the specified address shall be provided by Others based upon recommendations provided by the equipment supplier as specified herein.

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2. Furnish all standby power system equipment with removable lifting and jacking angles, eyebolts, etc., attached to equipment structural framing and/or bases to facilitate unloading and move-in operations.

3. Include provisions on equipment skids for the us e of "Multiton" type rollers for moving the equipment skid into position and then removal of the "Multiton" rollers for setting the equipment skid in place.

E. Ship equipment, material, and spare parts comple te except where partial disassembly is required for transportation or for protection of components.

F. The Supplier shall protect and securely pack the equipment for the environmental conditions during transit to the jobsite.

G. Ship each packaged diesel-engine driven generato r as complete as possible, with the latest revision of the bill of material. Minimize the number of components removed for shipping or sent loose for field reassembly.

1.09 PROJECT CONDITIONS
A. Ambient Temperature: -15 degrees Celsius to 50 degrees Celsius.

B. Relative Humidity: 0 to 95 percent.

C. Altitude: Sea level.

1.10 SEQUENCING
A. Complete factory prototype and factory productio n tests in accordance with NFPA 110 before shipping the equipment to the project site.

B. Supplier shall coordinate with the District for delivery date(s) for each specific date that a portion of the standby power system equipment is planned for delivery to the project site no less than eight (8) weeks prior to planned delivery date. Final delivery date(s) shall be mutually agreed upon between the supplier and the District before delivery date(s) are finalized.

1.11 WARRANTY
A. Provide minimum five (5) year system supplier’s warranty valid from date of final acceptance by the District. Final acceptance shall occur after final installation is completed by the District’s installation Contractor and the complete standby power system successfully passes an on-site acceptance test in accordance with NFPA 110, 7.13, operated in conjunction with each lift station power distribution system and control system. The supplier shall assume that Final Acceptance of the system shall occur within six (6) months after delivery of all standby power system equipment and components to each project site.

B. The warranty shall include all repair parts, lab or, travel expenses of manufacturer’s technician to the installation site, and expendables (i.e., lubricating oils, filters, antifreeze and other service items made unusable by the defect).

C. Base the warranty on 500 hours of run time per y ear per site.

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D. The warranty shall include a manufacturer-suppli ed, temporary, portable standby generator unit and associated temporary interconnection cabling to serve as a temporary standby generator unit should warranty period repairs require more than 48 hours to accomplish. Temporary generator rating shall match that for the supplied new standby generator equipment. Supplier shall be responsible for all costs including mobilization of the equipment to and from the project site and all labor and materials required to connect the temporary generator to the respective lift station power and control systems.

1.12 COMMISSIONING
A. The supplier shall provide on-site services of t echnical installation and start-up personnel that are certified by the specific equipment manufacturer for the installation, pre-startup inspection, initial start-up and commissioning of all new standby power system equipment and components.

B. The supplier shall provide written certification that each complete standby power system has been successfully commissioned and is ready to be placed into normal operation once all on-site commissioning tasks have been successfully completed and all corrective punchlist items have been addressed and resolved.

1.13 TRAINING
A. Each training session specified herein shall be organized as follows:

1. Introduction:

a. Single-line diagram overview to familiarize part icipants with the facility’s electrical distribution system.

b. P&ID drawing overview to familiarize participant s with the fuel storage, supply, and return system.

2. Review of the O&M Manual:

a. Overview of each binder section in the O&M manua l.

b. Key drawings that indicate power flow, overall s witchgear arrangement, and switchgear control.

c. Include discussion of how and where to order ren ewal parts, procedures for initiating warranty work, and manufacturer contact information.

3. Classroom training topics:

a. Discussion of diesel engine-driven generator com ponents and their functions.

b. Safety precautions.

c. Operation.

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d. Inspection and maintenance.

e. Cleaning and lubrication.

f. Fluid recommendations.

g. Procedures for proper storage for the engine and the generator during periods when the engine-driven generator set is out of operation for extended periods.

h. Precautions for operation at partial load.

i. Troubleshooting guide, with specific trouble ite m, possible causes, and suggested corrective actions.

4. Hands-on exercises:

a. Visually identify engine-driven generator compon ents and understand their functions.

b. Demonstrate engine control panel use, including manually starting the engine, menu navigation, fault acknowledgment, and emergency stop.

c. Demonstrate battery charger control panel use, i ncluding menu navigation and fault acknowledgment.

d. Demonstrate how to change air, fuel, and oil fil ters.

e. Demonstrate how to relieve pressure from fuel an d oil lines prior to maintenance.

f. Demonstrate procedures for initial startup after a period of non-operation.

g. Demonstrate each of the manufacturer’s recommend ed daily, weekly, every 300 service hours, every 6 months, and every year maintenance activities described in the O&M manual.

1.14 MAINTENANCE
A. Extra materials:

1. Box or package extra materials for long-term sto rage. Identify each item with manufacturer’s name, description and part number on the exterior of the package.

2. Provide specialty tools necessary for routine ma intenance of the equipment.

Special tools are those that only the manufacturer provides, for special purposes, or to reach otherwise inaccessible parts.

3. Furnish the following extra materials for each s upplied standby generator system:

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a. Three sets of lube oil filters, fuel oil filters , and gaskets.

b. Two sets of air filters.

c. Two fuses (for each control and power circuit).

d. One set of crankcase breather filters, when used .

e. Generator manufacturer’s PC-based software for c onnection to the engine-mounted control panel.

PART 2 PRODUCTS

2.01 MANUFACTURERS
A. The following list of manufacturers is based on general capability of a single supplier to manufacture and supply engine-generator equipment and components to provide an EPA Tier 4 Final and BAAQMD compliant standby power system as a complete system. This list makes no statement as to the capability of the listed manufacturers to meet the Contract Document requirements. The burden of proof of conformance with the Contract Documents lies with the Supplier. Each complete standby power system shall be supplied by one of the following:

1. Blue Star Power Systems, Inc. as provided by Bay City Electric Works.

2. Rehlko.

2.02 ENGINE GENERATOR EQUIPMENT
A. Characteristics of each assembled skid-mounted e ngine-generator unit provided:

1. Engine-driven generator consists of a diesel eng ine directly coupled to an electric generator providing electric power.

2. Each engine shall start, attain full speed, volt age, and assume full load within a maximum of 10 seconds, with jacket water at 85 degrees Fahrenheit.

3. Furnish each engine-driven generator on a steel sub-base to support engine, generator and accessories as a single unit:

a. Base: Welded construction.

b. Engine direct connected through a flexible coupl ing to a single bearing generator.

c. System free of injurious torsional and bending v ibrations within a speed range from 10 percent below to 10 percent above synchronous speed.

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d. Engine-driven generator balanced such that the p eak-to-peak amplitude of vibration velocity in any direction does not exceed the engine or generator manufacturer's published limits.

e. If shims are required under the feet of the gene rator for alignment purposes, use 1-piece laminated shim stock that covers at least 90 percent of the foot.

f. Supply a complete assembled engine-driven genera tor skid requiring only field electrical and mechanical connections.

4. Connections to engine-driven generator skid:

a. Flexible connections are required on all connect ions to the engine generator.

b. Flexible connections include but are not limited to:

1) Exhaust.

2) Fuel lines.

3) Radiator discharge air ductwork.

c. The length of all flexible connections to exceed the flexible connector manufacturer’s minimum length recommendations for the diameter used and for the misalignment as measured after installation.

B. Engine Requirements:

1. Engine Type: 4-Stroke Cycle, turbocharged, inter cooled.

2. Maximum Rotational Speed: 1,800 rpm.

3. Minimum Piston Displacement:
a. Lift Station 10: 313 cubic inches.
b. Lift Station 12: 177 cubic inches.
c. Lift Station 14: 158 cubic inches.
d. Lift Station 15: 158 cubic inches.
e. Lift Station 16: 158 cubic inches.
f. Lift Station 26: 158 cubic inches.
g. Lift Station 41: 275 cubic inches.

4. Main Bearings: Minimum of five, replaceable inse rt type.

5. Cooling: Liquid cooled with engine driven coolan t pump.

6. Fuel Type: Meet specifications when operating on Number 2 diesel fuel oils meeting the requirements of the BAAQMD; engines requiring premium fuels shall not be considered.

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7. Emissions: Meet the requirements of EPA Tier 4 F inal and BAAQMD. If proposed standby generator equipment is required to be operated at a minimum loading level in order to comply with BAAQMD permitted exhaust emissions limits then the equipment shall be provided with an integral, on- board, radiator-mounted, automatic resistive load bank system that maintains the required minimum loading on the standby generator with a facility load of 0 to 100% of the generator’s output rating being supplied by the generator.

8. Air filters: Replaceable dry element type with d irty condition differential pressure indicator.

9. Lube oil filters: Cartridge type.

C. Governor: Electronic, digital type to regulate e ngine speed within 0.25 percent at any constant load from no load to full load.

D. Generator Requirements:

1. Type: Synchronous, 4-pole, rotating field.

2. Exciter Type: Brushless, permanent magnet.

3. Leads: Quantity of twelve (12), re-connectable.

4. Insulation: Class H, 130 degrees Celsius tempera ture rise per NEMA MG1.

5. Bearing: Sealed type.

6. Coupling: Flexible disc.

7. Amortisseur Windings: Full.

8. Voltage Regulation: +2% average, no-load to full -load.

9. One-Step Load Acceptance: 100% of rating.

10. Unbalanced Load Capability: 100% of rated stand by current.

11. NEMA MG1, IEEE, and ANSI Standards compliance f or temperature rise and motor starting.

12. Capable of sustained short circuit current up t o 300% of rated current for 10 seconds.

13. Self-ventilated, drip-proof construction.

14. Vacuum impregnated windings with fungus-resista nt epoxy varnish.

2.03 COOLING SYSTEM
A. Liquid-cooled, rated for continuous operation wi th a maximum ambient temperature of 50 degrees Celsius.

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B. Engine-driven fan.

C. Radiator: Mounted on the engine skid.

D. Coolant Solution: Provide solution of 50 percent ethylene glycol and softened water; add chemical water conditioner as recommended by the engine manufacturer.

E. Jacket Water Heater: Sized to maintain engine ja cket water to 90 degrees Fahrenheit for an ambient temperature of 0 degrees Celsius.

F. Radiator Hoses: Provide premium, oil resistant h oses of Viton or silicone rubber carcass with reinforcing fabric; assembly to be suitable for a minimum service temperature of 250 degrees Fahrenheit.

2.04 FUEL SYSTEM
A. Subbase Fuel Tank: Provide a subbase fuel tank m eeting the following:

1. Provide UL listed tank with secondary containmen t rupture basin.

2. Construction: Reinforced steel channel system wi th minimum thickness of 7 gauge for channels and 12 gauge for tank construction.

3. Provide tank baffle to separate hot fuel return from cooler supply fuel.

4. Provide the following connections:

a. 1.25 inch minimum vent; CONTRACTOR to pipe vent to outside any room or enclosure containing the generator set; use schedule 40 black steel pipe for vent.

b. 2 inch minimum fill connection.

c. 2 inch minimum fuel storage level gauge.

d. 1.25 inch minimum low fuel level alarm; provide level switch and connect to control panel.

e. 0.5 inch minimum fuel supply with dip tube.

f. 0.5 inch minimum fuel return with dip tube.

5. Provide rupture basin level switch and alarm.

6. Provide interior coating system as recommended b y the manufacturer.

7. Provide exterior coating as recommended by the manufacturer.

B. Fuel Filters: Size filters for 10 percent above the engine fuel pump capacity:

1. Provide water/fuel separator.

2. Provide primary fuel filter.

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3. Provide secondary fuel filter.

C. Engine Fuel Pump: Provide engine-driven fuel pum p.

2.05 EXHAUST SYSTEM
A. Exhaust Piping:

1. Type: Schedule 40 high temperature black steel p ipe conforming to ASTM A106.

2. Drainage: Slope piping to a drain point and prov ide drain plug.

B. Exhaust Expansion Joints:

1. Type: Metal with convoluted portion of 0.038 inc h thick Type 321 stainless steel; non-convoluted portions of expansion joint to be Type 304 stainless steel, Schedule 10S pipe; provide flanged ends with ASME B16.5, Class 150 bolt hole drilling.

2. Length: Minimum of 18 inches in length.

3. Movement: Rated for a minimum of 1 inch lateral movement, and 1/2 inch axial movement; rated movement defined as plus or minus travel from neutral or free position.

4. Design Life: Infinite cycle life with 1,200 degr ees Fahrenheit exhaust, no insulation over the expansion joint, and continuous duty service.

5. Insulation: Insulate expansion joints with custo m fitted, removable with reusable fastening system, ceramic fiber insulation blankets enclosed between inner and outer high temperature fabric cover rated for 1,200 degrees Fahrenheit continuous duty; do not insulate expansion joints directly connected to turbocharger outlet.

C. Exhaust Silencer:

1. Type: Heavy duty industrial type fabricated of w elded steel with ported tubes and snubbing chambers, and a rating meeting the specified sound attenuation.

2. End Connections: Steel flanges with Class 150 po und drilling pattern.

3. Shell: Sufficiently heavy and reinforced to elim inate excessive vibration, stress or deflection and to support all operating loads with the silencer at elevated temperatures and insulated as specified; loads include insulation weight and connecting piping.

4. Drain: Provide threaded, plugged condensate drai n.

5. Sound Attenuation: Attain the following minimum sound attenuation at the listed octave band center frequencies with the engine at full load:

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Frequency (Hz) 63 125 250 500 1,000 2,000 4,000 8,000 Attenuation (dB) 39 42 42 40 38 38 38 38

2.06 WEATHERPROOF ACOUSTICAL HOUSING
A. Type: Provide aluminum non-walk-in type engine-g enerator enclosure to protect engine, generator, starting system, batteries and other specified accessories from weather exposure. Enclosure shall meet specified seismic criteria and wind gusts up to 200 mph.

B. Enclosure shall be designed to allow easy mainte nance and fitted with stainless steel lockable latches, hinges and door hardware.

C. Finishing: Enclosure shall be provided with manu facturer’s recommended highest quality available coating option for usage in locations subject to sea air. Enclosure exterior color shall be Munsell 7GY3.29/1.5 Green.

D. Noise Reduction – All Lift Station Sites EXCEPT for LS10: Provide Level 2 weatherproof enclosure with acoustical insulation and acoustical enclosure ventilation louvers and fan discharge silencers as necessary to achieve a maximum measured sound pressure level (dBA) of 70 dBA when measured at 23 feet from the enclosure; protect acoustical insulation with perforated metal covers and plastic bagging to prevent damage from abrasion or weather elements.

E. Noise Reduction – Lift Station Site LS10: Provid e Level 3 weatherproof enclosure with acoustical insulation and acoustical enclosure ventilation louvers and fan discharge silencers as necessary to achieve a maximum measured sound pressure level (dBA) of 67 dBA when measured at 23 feet from the enclosure; protect acoustical insulation with perforated metal covers and plastic bagging to prevent damage from abrasion or weather elements.

2.07 ENGINE – GENERATOR CONTROL SYSTEM
A. Manufacturer: Control system shall be generator system manufacturer’s recommended standard, mounted within interior of engine generator weatherproof, sound-attenuated enclosure.

B. Switches, Alarms and Monitors: Provisions for e xternal, hardwired signal connections for automatic starting/stopping and minimum of ten (10) programmable normally-open dry contacts for remote alarm and status signals related to the engine generator system. Four (4) of the ten (10) programmable normally-open dry contacts shall be factory-programmed for the following remote signal connections to the pump station control system:

1. Generator Running indication.

2. Generator Failure alarm.

3. Low Fuel Level alarm.

4. Generator Ready (In Auto) indication.

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C. Remote starting and of each standby power system generator shall be provided from the respective lift station automatic transfer switch (ATS) via a normally-open dry contact located at the ATS. When the standby power system is in the “Automatic” mode, closure of the normally-open, remote ATS contact shall start the generator and it shall continuously operate until the remote ATS contact opens.

Upon opening, the generator shall enter cool-down mode.

D. Fuel level (high and low level), fuel level indi cation (in gallons) and fuel tank leak alarm shall be factory-wired to the manufacturer’s control panel with the capability to program the remote dry contacts for the alarm signals.

E. On-Board Circuit Breaker: Provide each generator with a main line, skid-mounted molded-case circuit breaker, 3-phase, system voltage as specified, 100% rated, rated 42kAIC minimum with continuous ampacity rating as recommended by the Supplier for continuous, full-load operation of each engine generator unit. Each circuit breaker shall be provided with an electronic trip unit with long-time and short- time field-adjustable settings.

2.08 STANDBY POWER SYSTEM OPERATION
A. Provide control devices and logic to sequentiall y start, operate, control, test, and stop each generator system as described. Coordinate control system design so that upon receipt of a remote, hardwired “Run” command from the District’s facilities (i.e. normally-open dry contact held closed when “Run” signal is activated), power is automatically supplied by the generator and upon loss of the remote “Run” signal, the generator system shall automatically enter its cool-down mode and shut down upon expiration of cool-down.

B. Engine Start Sequence:

1. Engine shall not start if any of the safety shut down circuits have been tripped and not cleared and reset.

2. Automatic Engine Start Sequence:

a. Initiated by a remote signal from the lift stati on facilities.

b. Starter Motor: Automatically crank the engine fo r adjustable times.

C. Emergency Shutdown Sequence: Engine shall shutdo wn immediately if the emergency stop button is activated, or any of the specified shutdowns activate.

D. Normal Shutdown Sequence: Local “Stop” signal or loss of remote “Run” signal shall cause the engine to run unloaded for an adjustable cool-down period and then stop.

2.09 STANDBY GENERATOR EQUIPMENT SKID
A. Skid Requirements: Mount the engine, generator, radiator and specified accessories on a common heavy-duty fabricated steel skid.

B. Skid Construction: Fabricated steel skid to cons ist of a rigid welded frame of wide flange members or rails on each side.

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C. Vibration Isolators: Mount skid on spring or rub ber-type isolators having telescopic top and bottom housing with vertical stabilizers to resist lateral and vertical forces.

1. Isolator Construction: Shatterproof ductile iron in accordance with ASTM A 536, Grade CS-45-12.

2.10 ACCESSORIES
A. Starting System: Provide a 12-volt or 24 volt direct current electric starting system with positive engagement drive.

1. Batteries: Provide a 12-volt or 24 volt absorb ent glass mat (AGM) battery set of the heavy-duty diesel starting type; sufficient capacity for a minimum of 120 seconds total cranking time without recharging.

2. Battery Rack: Provide a battery rack with necess ary cables and clamps; provide a cover constructed of aluminum angles and mesh to prevent dropped items from touching the battery poles; provide latches to allow quick removal of the cover from the rack.

3. Battery Charger: Provide UL approved current lim iting battery charger to automatically recharge the batteries:

a. Charger to float at 2.17 volts per cell and equa lize at 2.33 volts per cell.

b. Provide charger overload protection.

c. Charger to have silicon diode full wave rectifie r, voltage surge suppressors, direct current ammeter, direct current voltmeter and fused alternating current input.

d. Amperage Output: Not less than 10 amperes.

B. Guards: Provide equipment guards as recommended by the Supplier.

C. Crankcase Breather Filter:

1. Provide crankcase ventilation system with coales cing filter/trap for blowby; coalescing filter to be replaceable.

2. When engine manufacturer recommends an open cran kcase breather system route outlet of breather filter to outside at 3 inches above grade and away from engine components; provide on breather outlet Nelson "EcoVent" or equal, sized to match engine breather flow.

3. When engine manufacturer recommends a closed cra nkcase breather system provide integral crankcase pressure regulator with an automatic internal filter bypass and bypass indicator; unit to be Racor Model CCV 4500 or equal.

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2.11 FINISHES
A. Engine, Generator, Fuel Storage Tank, Weatherpro of Acoustical Enclosure and Other Equipment and Accessories: Shop-finished with manufacturer's premium corrosion resistant coating system, suitable for maximum resistance to corrosive or marine environments; field touch up with same or compatible coating.

2.12 SOURCE QUALITY CONTROL
A. General:

1. Provide notification of all work performed at th e standby generator equipment manufacturer’s facilities. Provide safe access to all areas where work to be inspected is being performed.

2. The supplier shall perform functional unwitnesse d testing of each generator in a factory demonstration test (FDT) prior to shipment. Assembly of fuel storage base tank and weatherproof enclosure shall not be required for factory testing by the supplier.

Provide the District with one (1) month advanced written notification of the proposed date for the testing described in this Section.

3. The manufacturer shall provide load banks, fuel, test equipment, labor, materials, and all other consumables, equipment, and services required for all factory testing.

B. Factory Testing:

1. Perform the following load tests using a 0.8 pf load bank:

a. Test the diesel engine-driven generator at 0.8 p f, at both full load and no load.

b. Static test, 100% block load test at rated kW an d 0.8 pf.

c. Transient test, four equal load steps up to rate d kW and 0.8 pf.

d. 8-hour load test, with two hours at each 25 % lo ad step, with the following data recorded at 15-minute intervals:

1) Ambient air temperature and barometric pressure.

2) Engine oil temperature and pressure.

3) Engine oil filter differential pressure.

4) Fuel consumption rate.

5) Fuel pressure.

6) Engine coolant temperature.

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7) Exhaust gas temperatures.

8) Generator speed, individual phase currents, indi vidual phase voltages, three-phase kVAR, three-phase kW and overall power factor.

e. Vibration testing
1) Horizontal, vertical, and axial vibration measur ements at each engine and generator bearing at 100 % load.

C. Punchlist:

1. Compile a punch list of corrective items noted d uring factory witness testing.

Submit the original punchlist, along with a point-by-point description of how each punch list comment was addressed and resolved.

2.13 AUTOMATIC TRANSFER SWITCHES
A. Supply new automatic delayed transition transfer switches (ATS) and associated microprocessor-based control modules.

B. Switch Ratings: As indicated on the Drawings an d specified herein.

C. Supply one (1) spare microprocessor controller i n original manufacturer packaging for each new ATS supplied (supply spare controller in addition to new microprocessor controller provided with new automatic transfer switch for a total of seven spare controllers).

D. Supply one (1) spare extension harnesses for eac h supplied ATS. Spare harnesses shall be in addition to new harness installed in supplied automatic transfer switches (total of seven spare harnesses shall be supplied).

E. Each new ATS shall consist of a power transfer s witch unit which shall be provided in an outdoor, NEMA 3R, 316 stainless steel free-standing enclosure.

F. Supplier shall provide alternate pricing and lead time estimates for new ATS equipment supplied in NEMA 3R, ANSI 61 Gray painted steel outdoor enclosures. Based upon this submitted, alternate enclosure information for the new ATS equipment, District may elect to allow the ATS equipment enclosures to be supplied with NEMA 3R, ANSI 61 Gray painted steel outdoor enclosures as part of the final purchase agreement with the Supplier.

G. Provide each new ATS enclosure and compartment w ith Fluke Model FLK-075- CLKT (no equal) “fisheye” viewports to allow for infrared scanning of the internal ATS components and conductor terminations with the enclosure door in the closed position.

H. Provide each new automatic transfer switch with microprocessor-based ATS control module and all required interconnection wiring harness accessories for connections between ATS and control module.

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I. ATS shall transfer the load in delayed transitio n (break-before-make) mode.

Transfer is accomplished with a user-defined interruption period in both directions adjustable from 1 second to 5 minutes in at least 15 increments.

J. Submittals:

1. ATS and associated control module catalog inform ation which includes specific ratings and features “arrowed” for clarity.

2. Custom-developed interconnection wiring diagram which indicates specific point-to-point wiring requirements between ATS, ATS control module, standby generator control panel and lift station PLC equipment. Diagram shall include terminal block numbers and unique wiring identification numbers to be used for all new wiring. “Partial” wiring diagrams which do not show complete end-to- end field wiring connections are not acceptable.

3. ATS installation and start-up instructions.

4. ATS maintenance and repair manual. Manual shall include periodic maintenance and testing recommendations, lubrication recommendations, etc.

K. Manufacturer: Asco 7000 Series, Type “ADTS” (no equal to match District’s similar, installed equipment).

L. After completion of ATS installation by District ’s installation Contractor, a transfer switch manufacturer certified field technician shall visit each site for which new ATS equipment is being supplied to inspect the new ATS installation and provide pre- energization set-up and configuration of the equipment. A minimum of eight (8) hours presence at the site where new ATS equipment is installed shall be included, not including travel time to and from the site. This onsite technical support requirement for each of the seven (7) lift station sites shall be included in the supplier’s quotation.

M. Supplier’s proposal shall include the following information for each proposed ATS:

1. Proposed price and corresponding estimated procu rement time for each of the seven (7) new ATS’s to be supplied as specified herein.

2. Proposed price and corresponding estimated procu rement time for each of the seven (7) spare ATS controllers and seven (7) spare ATS harnesses.

3. Proposed price and corresponding estimated procu rement time for each of the seven (7) new ATS’s to be supplied with NEMA 3R, ANSI 61 Gray painted steel enclosures instead of the required, specified 316 stainless steel enclosures.

PART 3 EXECUTION

3.01 SITE DELIVERY INSPECTION AND HANDLING
A. When offloading or moving delivered standby powe r system equipment with a crane or hoist that shall be performed by District’s installation Contractor, lifting lugs near

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Standby Power System Equipment – Lift Stations Fost er City/EMID 16233-34 CIPP 455-705
September 2025
the top of the equipment shall be utilized. A spreader bar shall be used to hold the lifting cables apart to avoid any bending of the structure or lifting lugs. Supplier’s representative shall supervise the standby power system equipment rigging during off-loading and provide recommendations for proper lifting, in accordance with the requirements of the O&M manual.

B. A supplier’s representative shall be present at the delivery site when each delivery of standby power system equipment is delivered to assist the District with visual inspection of the delivered equipment and materials. Visual inspection shall include:

1. External dents, scratches, or similar damage.

2. Corrosion.

3. Internal damage to equipment housings, panels or accessory items.

C. Following visual inspection of each standby powe r system equipment delivery by the supplier’s representative and the District, any deficiency items shall be noted.

Depending on the degree of any noted deficiency items, the supplier’s representative and District shall mutually agree upon a course of corrective action that shall be taken by the manufacturer to resolve the deficiency, including return of the delivered equipment to the manufacturer’s facility if warranted, at no additional cost to the District.

D. The supplier’s field installation personnel shal l be on-site upon delivery of the fuel storage base tank, standby generator skid and generator enclosure for supervision of offloading of this equipment from the delivery truck to the Corporation Yard location where the equipment will be temporarily located. As this equipment is placed at the specified temporary Corporation Yard location, the supplier’s field installation personnel shall assemble the delivered equipment and components until all fuel storage tank, standby generator and weatherproof enclosure installation is complete.

E. The District’s installation Contractor shall be responsible for transporting the supplied equipment from the temporary Corporation Yard storage location to each specific outlying permanent installation location. Once the supplied equipment has been transported to each permanent installation location, supplier shall provide field installation inspection, start-up and commissioning as specified herein at each permanent installation location.

3.02 FIELD TESTING, SYSTEM START-UP AND COMMISSIONI NG
A. Field Testing – Engine Generator Systems Includi ng Completed Weatherproof Enclosure and Subbase Fuel Tank Installation: Test each engine generator system as a complete unit together with subsystems. The test program shall include the following functions:

1. All field testing shall be witnessed by the Dist rict.

2. Accepted Operations and Maintenance Manuals and testing session documentation shall be submitted to the District for review a minimum of four

6.8 Attachment 2 - Prepurchase Bid Documents

293

Standby Power System Equipment – Lift Stations Fost er City/EMID 16233-35 CIPP 455-705
September 2025
(4) weeks prior to scheduled field testing of the complete standby power systems.

3. Field NETA testing of the on-board engine genera tor circuit breaker shall be performed by the District’s installation Contractor. Any deficiencies found during this testing shall be corrected by the supplier at no additional cost to the District. All costs associated with subsequent field NETA testing that shall be required due to circuit breaker repair or replacement shall be the responsibility of the Supplier.

4. All travel and subsistence costs for supplier’s field technician site visits shall be included in the supplier’s quotation. If field testing is unsuccessful due to issues related to the supplier’s equipment then the supplier shall be responsible for all costs related to subsequent site visits that may be required until successful field testing, start-up and commissioning is completed.

5. The District’s installation Contractor shall def er main power connections from the supplied standby generator to the respective lift station power system to permit the supplier’s connection of a temporary, portable load bank for start-up and field testing purposes if required by the Supplier. The supplier shall be responsible for procuring any required temporary load bank equipment to the project site, providing all required temporary connection cables and connecting/disconnecting the temporary load bank to the generator equipment.

Supplier shall provide certification to the District, in writing, that new standby power system equipment is ready for connection by the District’s installation Contractor to the lift station facility power distribution system to facilitate Supplier’s final system commissioning.

6. Initial start-up and operation of the standby po wer system shall be performed by the supplier’s field technician with assistance from the District’s installation Contractor.

7. District shall notify the supplier of the propos ed field testing and commissioning date(s) four (4) weeks in advance of the proposed date(s) of equipment testing for each of the seven (7) lift station sites.

8. Supplier’s field technician shall inspect each c ompleted standby power system installation to confirm that the installation is correct and that the system is ready for start-up and commissioning.

9. Verification that each subsystem is complete and functions according to design criteria; include measurements of temperatures, pressures, and flows for all components.

10. Individual testing of each protective device an d verification of the accuracy of instrumentation set points.

11. With the generator either temporarily connected to the Supplier-furnished temporary, portable load bank system or connected to the lift station power system, the supplier’s field technician shall perform initial operation of the standby power system to verify stable operation, fuel consumption (measure fuel consumption approximately by measuring supply tank drawdown), engine

6.8 Attachment 2 - Prepurchase Bid Documents

294

Standby Power System Equipment – Lift Stations Fost er City/EMID 16233-36 CIPP 455-705
September 2025
performance, and generator performance. The standby power system shall be load tested and observed by the Supplier’s field technician continuously for a minimum of four (4) hours. If issues occur during this four-hour period which require a shutdown of the supplied generator equipment then after resolution of the issue by the Supplier’s field technician, the four-hour start-up and commissioning test shall be re-started until a continuous four-hour runtime test is successfully completed.

12. Performance of full load transient tests to ver ify that voltage and frequency transient characteristics are within the supplier’s recommended values.

13. Verification that equipment is free of all vibr ations throughout operating range.

14. Provide written report including raw test data, calculated values and a certification that all values are normal and within specifications and that each unit is ready to be placed into normal service.

15. Measure radiator performance at full load inclu ding air flow, air inlet temperature and air outlet temperature.

16. After successful completion of the supplier’s f ield start-up, testing and commissioning, the supplier shall disconnect and remove any required temporary, portable load bank from the project site and the District’s installation Contractor shall connect the permanent power connections between the new standby power system and the respective lift station power distribution system.

17. Supplier shall provide the services of a field technician certified by the automatic transfer switch manufacturer for pre-energization inspection, configuration and initial start-up of the new automatic transfer switch equipment. Supplier’s ATS field technician and Supplier’s generator system field technician shall coordinate equipment settings such that cool-down timer settings for each new standby power system is programmed exclusively at the standby generator control panel with the ATS cool-down timer setting to be set at “zero” time. Programmed time delay settings for the new ATS and standby generator equipment including, but not limited to, transfer switch transition delay settings, utility source stability time delay settings and generator cool down timer settings shall be discussed with the District during field commissioning of the ATS and standby generator equipment with finalized settings implemented by the Supplier’s field technicians.

18. District shall notify the supplier of the propo sed field commissioning date(s) four (4) weeks in advance of the proposed date(s) of standby system commissioning for each individual lift station site.

19. Supplier’s field technical personnel shall prov ide on-site final commissioning of each standby power system. With assistance from the District and District’s installation Contractor, facility power loss simulation shall be conducted to ensure that the standby power system responds and operates properly. The supplier’s field technician shall perform system adjustments and/or minor corrections to the system equipment and components as required until a

6.8 Attachment 2 - Prepurchase Bid Documents

295

Standby Power System Equipment – Lift Stations Fost er City/EMID 16233-37 CIPP 455-705
September 2025
minimum of three (3) flawless, consecutive functional tests of the standby power system are achieved.

20. Upon successful completion of on-site commissio ning of each standby power system, the supplier shall provide written confirmation of that the field commissioning has been successfully completed and the system is ready to be placed into normal operation. The date when this written notice is received shall trigger the start of the standby power system warranty specified herein.

3.03 SYSTEM DRAWINGS
A. Attached are system drawings which indicate how the supplied standby power system equipment shall be incorporated into each lift station power and control system.

END OF SECTION

6.8 Attachment 2 - Prepurchase Bid Documents

296

DRAWINGS

6.8 Attachment 2 - Prepurchase Bid Documents

297

05/02/2025PROJ. ENGR:DRAWN:CHECKED:SCALE:DESIGNED:DATE:DESCRIPTION OF REVISIONSJTDATE SCCGAAPP'DJOB NO.SHEET CIVIL ENGINEERS • SURVEYORS • CONSTRUCTION MANAGERS150 Executive Park Blvd • Suite 4200 • San Francisco, CA 94134(415) 534-7070 • www.freyerlaureta.com 07/25/257 GENERATOR PRE-PURCHASE PACKAGE DRAWINGS1"=5'

6.8 Attachment 2 - Prepurchase Bid Documents

298

SYMBOLS

ABBREVIATIONS

GENERAL NOTES
05/02/2025PROJ. ENGR:DRAWN:CHECKED:SCALE:DESIGNED:DATE:DESCRIPTION OF REVISIONSJTDATE SCCGAAPP'DJOB NO.SHEET CIVIL ENGINEERS • SURVEYORS • CONSTRUCTION MANAGERS150 Executive Park Blvd • Suite 4200 • San Francisco, CA 94134(415) 534-7070 • www.freyerlaureta.com 07/25/257 GENERATOR PRE-PURCHASE PACKAGE DRAWINGS1"=5'

6.8 Attachment 2 - Prepurchase Bid Documents

299

6.8 Attachment 2 - Prepurchase Bid Documents

300

6.8 Attachment 2 - Prepurchase Bid Documents

301

6.8 Attachment 2 - Prepurchase Bid Documents

302

6.8 Attachment 2 - Prepurchase Bid Documents

303

6.8 Attachment 2 - Prepurchase Bid Documents

304

6.8 Attachment 2 - Prepurchase Bid Documents

305

SANCLEMENTE
05/02/2025PROJ. ENGR:DRAWN:CHECKED:SCALE:DESIGNED:DATE:DESCRIPTION OF REVISIONSJTDATE SCCGAAPP'DJOB NO.SHEET CIVIL ENGINEERS • SURVEYORS • CONSTRUCTION MANAGERS150 Executive Park Blvd • Suite 4200 • San Francisco, CA 94134(415) 534-7070 • www.freyerlaureta.com 07/25/257 GENERATOR PRE-PURCHASE PACKAGE DRAWINGS1"=5'C-16

6.8 Attachment 2 - Prepurchase Bid Documents

306

TYPICAL FOR:

SCHEMATIC DIAGRAM1
LIFT STATION LS10 STANDBY POWER SYSTEM
LEGEND:

FIELD WIRING
(PROVIDED BY OTHERS)

NORMAL EMERGENCY
LOAD

NEW AUTOMATIC TRANSFER SWITCH
LIFT STATION LS10
120/208V, 230A, 3Ø, 60 HZ
3-POLE, NEMA 3R OUTDOOR

ATS MANUFACTURER TO PROVIDE

NEUTRAL CONDUCTOR LUG WITHIN

ATS ENCLOSURE INTERIOR ATS IN NORMAL

ATS IN EMERGENCY

POSITION

POSITIONAUTOMATIC

START/STOP
CB

GENERATOR READY (IN AUTO)

GENERATOR RUNNING

GENERATOR FAILURE

LOW FUEL LEVEL

NEW STANDBY GENERATOR
LIFT STATION LS10
100kW / 125kVA, 0.8 PF, 120/208V, 3Ø, 4W, 60 HZ
ØA
ØB
ØC

NEUTRAL

REMOTE START/STOP COMMAND
MAIN

MAIN CONTROL PANEL
LIFT STATION LS10
120/208V, 225A, 3Ø, 4W, 60 HZ

UTILITY
ØA
ØB
ØC

NEUTRAL
120/208V, 3Ø, 4W, 60 HZ

FROM PG&E

NEUTRAL

NEUTRAL
GROUND

NEUTRAL
(IN AUTO) INDICATION
(TO STATION PLC)

POSITION INDICATION
(TO STATION PLC)

INDICATION
(TO STATION PLC)
ALARM
(TO STATION PLC)
ALARM
(TO STATION PLC)

GENERATOR READY

ATS IN NORMAL

ATS IN EMERGENCY

GENERATOR RUNNING

GENERATOR FAILURE

GENERATOR LOW FUEL

DISTRIBUTION

TO MAIN PANEL

NEW AUTOMATIC TRANSFER SWITCH

INCLUDED IN PROPOSAL SCOPE

OF SUPPLY

NEW STANDBY GENERATOR

INCLUDED IN PROPOSAL SCOPE

OF SUPPLY

NEW FIELD CONDUCTOR PROVIDED BY DISTRICT'S

INSTALLATION CONTRACTOR - NOT INCLUDED IN

PROPOSAL SCOPE OF SUPPLY (TYPICAL)
20A
ENGINE BLOCK HEATER (1500W) FROM STATION MAIN

PANEL DISTRIBUTION
120VAC
20A

BATTERY CHARGER FROM STATION MAIN

PANEL DISTRIBUTION
120VAC
JOB NO.

SHEET
PROJ. ENGR:

CHECKED:

DESIGNED:

SCALE:

DATE:

DRAWN:

DATE DESCRIPTION

NO SCALE
TB
BEI
SCC
JJT
8/22/2025
342001
7 GENERATOR PRE-PURCHASE PACKAGE DRAWINGS8/22/2025
CIPP 455-705 EMID

EMERGENCY GENERATOR REPLACEMENT PROJECT
LIFT STATION LS10

STANDBY POWER SYSTEM

FOSTER CITY, CALIFORNIA
LS10

6.8 Attachment 2 - Prepurchase Bid Documents

307

TYPICAL FOR:

SCHEMATIC DIAGRAM2
LIFT STATION LS12 STANDBY POWER SYSTEM
LEGEND:

FIELD WIRING
(PROVIDED BY OTHERS)

NORMAL EMERGENCY
LOAD

NEW AUTOMATIC TRANSFER SWITCH
LIFT STATION LS12
120/240V, 150A, 3Ø, 60 HZ
3-POLE, NEMA 3R OUTDOOR

ATS MANUFACTURER TO PROVIDE

NEUTRAL CONDUCTOR LUG WITHIN

ATS ENCLOSURE INTERIOR ATS IN NORMAL

ATS IN EMERGENCY

POSITION

POSITIONAUTOMATIC

START/STOP
CB

GENERATOR READY (IN AUTO)

GENERATOR RUNNING

GENERATOR FAILURE

LOW FUEL LEVEL

NEW STANDBY GENERATOR
LIFT STATION LS12
40kW / 50kVA, 0.8 PF, 120/240V, 3Ø, 4W, 60 HZ
ØA
ØB
ØC

NEUTRAL

REMOTE START/STOP COMMAND
MAIN

MAIN CONTROL PANEL
LIFT STATION LS12
120/240V, 150A, 3Ø, 4W, 60 HZ

UTILITY
ØA
ØB
ØC

NEUTRAL
120/240V, 3Ø, 4W, 60 HZ

FROM PG&E

NEUTRAL

NEUTRAL
GROUND

NEUTRAL
(IN AUTO) INDICATION
(TO STATION PLC)

POSITION INDICATION
(TO STATION PLC)

INDICATION
(TO STATION PLC)
ALARM
(TO STATION PLC)
ALARM
(TO STATION PLC)

GENERATOR READY

ATS IN NORMAL

ATS IN EMERGENCY

GENERATOR RUNNING

GENERATOR FAILURE

GENERATOR LOW FUEL

DISTRIBUTION

TO MAIN PANEL

NEW AUTOMATIC TRANSFER SWITCH

INCLUDED IN PROPOSAL SCOPE

OF SUPPLY

NEW STANDBY GENERATOR

INCLUDED IN PROPOSAL SCOPE

OF SUPPLY

NEW FIELD CONDUCTOR PROVIDED BY DISTRICT'S

INSTALLATION CONTRACTOR - NOT INCLUDED IN

PROPOSAL SCOPE OF SUPPLY (TYPICAL)
20A
ENGINE BLOCK HEATER (1000W) FROM STATION MAIN

PANEL DISTRIBUTION
120VAC
20A

BATTERY CHARGER FROM STATION MAIN

PANEL DISTRIBUTION
120VAC
JOB NO.

SHEET
PROJ. ENGR:

CHECKED:

DESIGNED:

SCALE:

DATE:

DRAWN:

DATE DESCRIPTION

NO SCALE
TB
BEI
SCC
JJT
8/22/2025
342001
7 GENERATOR PRE-PURCHASE PACKAGE DRAWINGS8/22/2025
CIPP 455-705 EMID

EMERGENCY GENERATOR REPLACEMENT PROJECT
LIFT STATION LS12

STANDBY POWER SYSTEM

FOSTER CITY, CALIFORNIA
LS12

6.8 Attachment 2 - Prepurchase Bid Documents

308

TYPICAL FOR:

SCHEMATIC DIAGRAM3
LIFT STATION LS14 STANDBY POWER SYSTEM
LEGEND:

FIELD WIRING
(PROVIDED BY OTHERS)

NORMAL EMERGENCY
LOAD

NEW AUTOMATIC TRANSFER SWITCH
LIFT STATION LS14
120/208V, 150A, 3Ø, 60 HZ
3-POLE, NEMA 3R OUTDOOR

ATS MANUFACTURER TO PROVIDE

NEUTRAL CONDUCTOR LUG WITHIN

ATS ENCLOSURE INTERIOR ATS IN NORMAL

ATS IN EMERGENCY

POSITION

POSITIONAUTOMATIC

START/STOP
CB

GENERATOR READY (IN AUTO)

GENERATOR RUNNING

GENERATOR FAILURE

LOW FUEL LEVEL

NEW STANDBY GENERATOR
LIFT STATION LS14
30kW / 39kVA, 0.8 PF, 120/208V, 3Ø, 4W, 60 HZ
ØA
ØB
ØC

NEUTRAL

REMOTE START/STOP COMMAND
MAIN

MAIN CONTROL PANEL
LIFT STATION LS14
120/208V, 150A, 3Ø, 4W, 60 HZ

UTILITY
ØA
ØB
ØC

NEUTRAL
120/208V, 3Ø, 4W, 60 HZ

FROM PG&E

NEUTRAL

NEUTRAL
GROUND

NEUTRAL
(IN AUTO) INDICATION
(TO STATION PLC)

POSITION INDICATION
(TO STATION PLC)

INDICATION
(TO STATION PLC)
ALARM
(TO STATION PLC)
ALARM
(TO STATION PLC)

GENERATOR READY

ATS IN NORMAL

ATS IN EMERGENCY

GENERATOR RUNNING

GENERATOR FAILURE

GENERATOR LOW FUEL

DISTRIBUTION

TO MAIN PANEL

NEW AUTOMATIC TRANSFER SWITCH

INCLUDED IN PROPOSAL SCOPE

OF SUPPLY

NEW STANDBY GENERATOR

INCLUDED IN PROPOSAL SCOPE

OF SUPPLY

NEW FIELD CONDUCTOR PROVIDED BY DISTRICT'S

INSTALLATION CONTRACTOR - NOT INCLUDED IN

PROPOSAL SCOPE OF SUPPLY (TYPICAL)
20A
ENGINE BLOCK HEATER (600W) FROM STATION MAIN

PANEL DISTRIBUTION
120VAC
20A

BATTERY CHARGER FROM STATION MAIN

PANEL DISTRIBUTION
120VAC
JOB NO.

SHEET
PROJ. ENGR:

CHECKED:

DESIGNED:

SCALE:

DATE:

DRAWN:

DATE DESCRIPTION

NO SCALE
TB
BEI
SCC
JJT
8/22/2025
342001
7 GENERATOR PRE-PURCHASE PACKAGE DRAWINGS8/22/2025
CIPP 455-705 EMID

EMERGENCY GENERATOR REPLACEMENT PROJECT
LIFT STATION LS14

STANDBY POWER SYSTEM

FOSTER CITY, CALIFORNIA
LS14

6.8 Attachment 2 - Prepurchase Bid Documents

309

TYPICAL FOR:

SCHEMATIC DIAGRAM4
LIFT STATION LS15 STANDBY POWER SYSTEM
LEGEND:

FIELD WIRING
(PROVIDED BY OTHERS)

NORMAL EMERGENCY
LOAD

NEW AUTOMATIC TRANSFER SWITCH
LIFT STATION LS15
120/208V, 260A, 3Ø, 60 HZ
3-POLE, NEMA 3R OUTDOOR

ATS MANUFACTURER TO PROVIDE

NEUTRAL CONDUCTOR LUG WITHIN

ATS ENCLOSURE INTERIOR ATS IN NORMAL

ATS IN EMERGENCY

POSITION

POSITIONAUTOMATIC

START/STOP
CB

GENERATOR READY (IN AUTO)

GENERATOR RUNNING

GENERATOR FAILURE

LOW FUEL LEVEL

NEW STANDBY GENERATOR
LIFT STATION LS15
50kW / 62.5kVA, 0.8 PF, 120/208V, 3Ø, 4W, 60 HZ
ØA
ØB
ØC

NEUTRAL

REMOTE START/STOP COMMAND
MAIN

MAIN CONTROL PANEL
LIFT STATION LS15
120/208V, 100A, 3Ø, 4W, 60 HZ

UTILITY
ØA
ØB
ØC

NEUTRAL
120/208V, 3Ø, 4W, 60 HZ

FROM PG&E

NEUTRAL

NEUTRAL
GROUND

NEUTRAL
(IN AUTO) INDICATION
(TO STATION PLC)

POSITION INDICATION
(TO STATION PLC)

INDICATION
(TO STATION PLC)
ALARM
(TO STATION PLC)
ALARM
(TO STATION PLC)

GENERATOR READY

ATS IN NORMAL

ATS IN EMERGENCY

GENERATOR RUNNING

GENERATOR FAILURE

GENERATOR LOW FUEL

DISTRIBUTION

TO MAIN PANEL

NEW AUTOMATIC TRANSFER SWITCH

INCLUDED IN PROPOSAL SCOPE

OF SUPPLY

NEW STANDBY GENERATOR

INCLUDED IN PROPOSAL SCOPE

OF SUPPLY

NEW FIELD CONDUCTOR PROVIDED BY DISTRICT'S

INSTALLATION CONTRACTOR - NOT INCLUDED IN

PROPOSAL SCOPE OF SUPPLY (TYPICAL)
20A
ENGINE BLOCK HEATER (600W) FROM STATION MAIN

PANEL DISTRIBUTION
120VAC
20A

BATTERY CHARGER FROM STATION MAIN

PANEL DISTRIBUTION
120VAC
JOB NO.

SHEET
PROJ. ENGR:

CHECKED:

DESIGNED:

SCALE:

DATE:

DRAWN:

DATE DESCRIPTION

NO SCALE
TB
BEI
SCC
JJT
8/22/2025
342001
7 GENERATOR PRE-PURCHASE PACKAGE DRAWINGS8/22/2025
CIPP 455-705 EMID

EMERGENCY GENERATOR REPLACEMENT PROJECT
LIFT STATION LS15

STANDBY POWER SYSTEM

FOSTER CITY, CALIFORNIA
LS15

6.8 Attachment 2 - Prepurchase Bid Documents

310

TYPICAL FOR:

SCHEMATIC DIAGRAM5
LIFT STATION LS16 STANDBY POWER SYSTEM
LEGEND:

FIELD WIRING
(PROVIDED BY OTHERS)

NORMAL EMERGENCY
LOAD

NEW AUTOMATIC TRANSFER SWITCH
LIFT STATION LS16
120/208V, 150A, 3Ø, 60 HZ
3-POLE, NEMA 3R OUTDOOR

ATS MANUFACTURER TO PROVIDE

NEUTRAL CONDUCTOR LUG WITHIN

ATS ENCLOSURE INTERIOR ATS IN NORMAL

ATS IN EMERGENCY

POSITION

POSITIONAUTOMATIC

START/STOP
CB

GENERATOR READY (IN AUTO)

GENERATOR RUNNING

GENERATOR FAILURE

LOW FUEL LEVEL

NEW STANDBY GENERATOR
LIFT STATION LS16
30kW / 39kVA, 0.8 PF, 120/208V, 3Ø, 4W, 60 HZ
ØA
ØB
ØC

NEUTRAL

REMOTE START/STOP COMMAND
MAIN

MAIN CONTROL PANEL
LIFT STATION LS16
120/208V, 150A, 3Ø, 4W, 60 HZ

UTILITY
ØA
ØB
ØC

NEUTRAL
120/208V, 3Ø, 4W, 60 HZ

FROM PG&E

NEUTRAL

NEUTRAL
GROUND

NEUTRAL
(IN AUTO) INDICATION
(TO STATION PLC)

POSITION INDICATION
(TO STATION PLC)

INDICATION
(TO STATION PLC)
ALARM
(TO STATION PLC)
ALARM
(TO STATION PLC)

GENERATOR READY

ATS IN NORMAL

ATS IN EMERGENCY

GENERATOR RUNNING

GENERATOR FAILURE

GENERATOR LOW FUEL

DISTRIBUTION

TO MAIN PANEL

NEW AUTOMATIC TRANSFER SWITCH

INCLUDED IN PROPOSAL SCOPE

OF SUPPLY

NEW STANDBY GENERATOR

INCLUDED IN PROPOSAL SCOPE

OF SUPPLY

NEW FIELD CONDUCTOR PROVIDED BY DISTRICT'S

INSTALLATION CONTRACTOR - NOT INCLUDED IN

PROPOSAL SCOPE OF SUPPLY (TYPICAL)
20A
ENGINE BLOCK HEATER (600W) FROM STATION MAIN

PANEL DISTRIBUTION
120VAC
20A

BATTERY CHARGER FROM STATION MAIN

PANEL DISTRIBUTION
120VAC
JOB NO.

SHEET
PROJ. ENGR:

CHECKED:

DESIGNED:

SCALE:

DATE:

DRAWN:

DATE DESCRIPTION

NO SCALE
TB
BEI
SCC
JJT
8/22/2025
342001
7 GENERATOR PRE-PURCHASE PACKAGE DRAWINGS8/22/2025
CIPP 455-705 EMID

EMERGENCY GENERATOR REPLACEMENT PROJECT
LIFT STATION LS16

STANDBY POWER SYSTEM

FOSTER CITY, CALIFORNIA
LS16

6.8 Attachment 2 - Prepurchase Bid Documents

311

TYPICAL FOR:

SCHEMATIC DIAGRAM6
LIFT STATION LS26 STANDBY POWER SYSTEM
LEGEND:

FIELD WIRING
(PROVIDED BY OTHERS)

NORMAL EMERGENCY
LOAD

NEW AUTOMATIC TRANSFER SWITCH
LIFT STATION LS26
120/208V, 100A, 3Ø, 60 HZ
3-POLE, NEMA 3R OUTDOOR

ATS MANUFACTURER TO PROVIDE

NEUTRAL CONDUCTOR LUG WITHIN

ATS ENCLOSURE INTERIOR ATS IN NORMAL

ATS IN EMERGENCY

POSITION

POSITIONAUTOMATIC

START/STOP
CB

GENERATOR READY (IN AUTO)

GENERATOR RUNNING

GENERATOR FAILURE

LOW FUEL LEVEL

NEW STANDBY GENERATOR
LIFT STATION LS26
30kW / 39kVA, 0.8 PF, 120/208V, 3Ø, 4W, 60 HZ
ØA
ØB
ØC

NEUTRAL

REMOTE START/STOP COMMAND
MAIN

MAIN CONTROL PANEL
LIFT STATION LS26
120/208V, 100A, 3Ø, 4W, 60 HZ

UTILITY
ØA
ØB
ØC

NEUTRAL
120/208V, 3Ø, 4W, 60 HZ

FROM PG&E

NEUTRAL

NEUTRAL
GROUND

NEUTRAL
(IN AUTO) INDICATION
(TO STATION PLC)

POSITION INDICATION
(TO STATION PLC)

INDICATION
(TO STATION PLC)
ALARM
(TO STATION PLC)
ALARM
(TO STATION PLC)

GENERATOR READY

ATS IN NORMAL

ATS IN EMERGENCY

GENERATOR RUNNING

GENERATOR FAILURE

GENERATOR LOW FUEL

DISTRIBUTION

TO MAIN PANEL

NEW AUTOMATIC TRANSFER SWITCH

INCLUDED IN PROPOSAL SCOPE

OF SUPPLY

NEW STANDBY GENERATOR

INCLUDED IN PROPOSAL SCOPE

OF SUPPLY

NEW FIELD CONDUCTOR PROVIDED BY DISTRICT'S

INSTALLATION CONTRACTOR - NOT INCLUDED IN

PROPOSAL SCOPE OF SUPPLY (TYPICAL)
20A
ENGINE BLOCK HEATER (600W) FROM STATION MAIN

PANEL DISTRIBUTION
120VAC
20A

BATTERY CHARGER FROM STATION MAIN

PANEL DISTRIBUTION
120VAC
JOB NO.

SHEET
PROJ. ENGR:

CHECKED:

DESIGNED:

SCALE:

DATE:

DRAWN:

DATE DESCRIPTION

NO SCALE
TB
BEI
SCC
JJT
8/22/2025
342001
7 GENERATOR PRE-PURCHASE PACKAGE DRAWINGS8/22/2025
CIPP 455-705 EMID

EMERGENCY GENERATOR REPLACEMENT PROJECT
LIFT STATION LS26

STANDBY POWER SYSTEM

FOSTER CITY, CALIFORNIA
LS26

6.8 Attachment 2 - Prepurchase Bid Documents

312

TYPICAL FOR:

SCHEMATIC DIAGRAM7
LIFT STATION LS41 STANDBY POWER SYSTEM
LEGEND:

FIELD WIRING
(PROVIDED BY OTHERS)

NORMAL EMERGENCY
LOAD

NEW AUTOMATIC TRANSFER SWITCH
LIFT STATION LS41
120/240V, 230A, 3Ø, 60 HZ
3-POLE, NEMA 3R OUTDOOR

ATS MANUFACTURER TO PROVIDE

NEUTRAL CONDUCTOR LUG WITHIN

ATS ENCLOSURE INTERIOR ATS IN NORMAL

ATS IN EMERGENCY

POSITION

POSITIONAUTOMATIC

START/STOP
CB

GENERATOR READY (IN AUTO)

GENERATOR RUNNING

GENERATOR FAILURE

LOW FUEL LEVEL

NEW STANDBY GENERATOR
LIFT STATION LS41
60kW / 75kVA, 0.8 PF, 120/240V, 3Ø, 4W, 60 HZ
ØA
ØB
ØC

NEUTRAL

REMOTE START/STOP COMMAND
MAIN

MAIN CONTROL PANEL
LIFT STATION LS41
120/240V, 225A, 3Ø, 4W, 60 HZ

UTILITY
ØA
ØB
ØC

NEUTRAL
120/240V, 3Ø, 4W, 60 HZ

FROM PG&E

NEUTRAL

NEUTRAL
GROUND

NEUTRAL
(IN AUTO) INDICATION
(TO STATION PLC)

POSITION INDICATION
(TO STATION PLC)

INDICATION
(TO STATION PLC)
ALARM
(TO STATION PLC)
ALARM
(TO STATION PLC)

GENERATOR READY

ATS IN NORMAL

ATS IN EMERGENCY

GENERATOR RUNNING

GENERATOR FAILURE

GENERATOR LOW FUEL

DISTRIBUTION

TO MAIN PANEL

NEW AUTOMATIC TRANSFER SWITCH

INCLUDED IN PROPOSAL SCOPE

OF SUPPLY

NEW STANDBY GENERATOR

INCLUDED IN PROPOSAL SCOPE

OF SUPPLY

NEW FIELD CONDUCTOR PROVIDED BY DISTRICT'S

INSTALLATION CONTRACTOR - NOT INCLUDED IN

PROPOSAL SCOPE OF SUPPLY (TYPICAL)
20A
ENGINE BLOCK HEATER (1500W) FROM STATION MAIN

PANEL DISTRIBUTION
120VAC
20A

BATTERY CHARGER FROM STATION MAIN

PANEL DISTRIBUTION
120VAC
JOB NO.

SHEET
PROJ. ENGR:

CHECKED:

DESIGNED:

SCALE:

DATE:

DRAWN:

DATE DESCRIPTION

NO SCALE
TB
BEI
SCC
JJT
8/22/2025
342001
7 GENERATOR PRE-PURCHASE PACKAGE DRAWINGS8/22/2025
CIPP 455-705 EMID

EMERGENCY GENERATOR REPLACEMENT PROJECT
LIFT STATION LS41

STANDBY POWER SYSTEM

FOSTER CITY, CALIFORNIA
LS41

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OFFICE OF THE CITY COUNCIL
City of Foster City

October 13, 2025

San Mateo-Foster City School District
Board of Trustees
1170 Chess Drive
Foster City, CA 94404

Dear Board President Brooks and Members of the Board of Trustees,

On behalf of the San Mateo City Council and the Foster City Council, we write to respectfully request your partnership in developing and implementing a district -wide education program focused on e - bike use, safe bicycling and pedestrian practices, and safe driving practices for parents at student drop offs and pick ups. We believe this initiative is both timely and essential to ensure the safety and well-being of our students as micromobility use rapidly expands across our communities.

Growing Safety Concerns and the Need for Education

Over the past several years, the popularity of e -bikes has surged among youth, providing convenience and environmental benefits—but also creating new safety challenges. Unfortunately, we have seen a sharp increase in unsafe riding behavior, excessive speeds, and widespread lack of helmet use among school-aged riders.

Recent data underscore the urgency of this issue:

● E-bike injuries nationwide rose from 751 in 2017 to over 23,000 in 2022, a trend that continues upward
● Approximately 40% of e -bike injuries occur among riders under 18, and head injuries account for roughly 60% of hospital visits from e-bike accidents. ● Helmet compliance is alarmingly low—less than 3% among pediatric e-bike riders. ● San Mateo County’s bicycle-involved collision rate in 2024 was 30.9 per 100,000 residents, and reports indicate that e -bike-specific crashes are increasing, though many remain under-reported.
● A 2023 San Mateo County Grand Jury report found that most jurisdictions do not separately track e-bike collisions, highlighting a lack of consistent monitoring and public education.

These statistics reflect what we see in our neighborhoods and near our schools: young riders traveling at high speeds, often without helmets or awareness of traffic laws, and navigating congested school zones where pedestrian and vehicle interactions are frequent. Without structured education and reinforcement, these behaviors will continue to place students and families at risk.

Regional Examples and Momentum

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We are encouraged that neighboring jurisdictions are taking proactive steps to address this growing safety concern. The City of Burlingame recently launched a comprehensive bicycle registration and safety education program in partnership with local schools and law enforcement. That initiative focuses on helmet use, speed control, and understanding traffic rules, while helping local police identify lost or stolen bicycles and engage students in positive safety outreach.

This program has received strong community support and serves as a valuable model for coordinated, city –school collaboration. The San Mateo –Foster City School District is uniquely positioned to build upon Burlingame’s example, adapting it to fit the needs and scale of our district while leveraging ongoing partnerships with Safe Routes to School, parent –teacher associations, and local traffic safety agencies.

Proposed Educational Partnership

To address these concerns, we respectfully propose that the District, in collaboration with our two cities, develop and launch a Comprehensive Student and Community Safety Education Program.

The program could include:

● Classroom instruction on e -bike and bicycle rules of the road, helmet use, speed management, and right-of-way awareness.

● On-campus “bike rodeos” and safety demonstrations, teaching hands-on control skills and helmet fitting.

● Parent outreach through newsletters and school events to reinforce safe drop-off and riding habits.

● Clear signage and wayfinding around campuses promoting safe speeds, dismount zones, and pedestrian right-of-way.

● Peer safety ambassadors to promote a culture of responsibility among students.

● Data collection and reporting to track incidents, helmet usage, and behavior change over time.

We also encourage close collaboration with the County’s Safe Routes to School program, local police departments, and regional traffic safety partners to ensure a consistent and sustainable approach.

Next Steps

We respectfully request that the Board:

1. Formally endorse the development of this safety education initiative.

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City of Foster City • 610 Foster City Boulevard, Foster City, CA 94404 P: (650) 286-3200 • E: [email protected]

2. Direct staff to coordinate with both City Councils and Safe Routes to School representatives to design a pilot program for the 2025–2026 academic year.

3. Explore funding opportunities for educational materials, signage, and helmet distribution.

Conclusion

Our collective goal is simple but urgent: to keep our students safe. With coordinated education, clear expectations, and community engagement, we can prevent injuries, promote responsible mobility, and ensure that the benefits of e-bikes and cycling are realized without compromising safety.

We appreciate your consideration and look forward to partnering with you to protect and educate our students.

Sincerely,

The City Councils of San Mateo and Foster City

________________________ ________________________ City of San Mateo City Council City of Foster City City Council

CC: District Superintendent, District Safety Committee, San Mateo Police Department, Foster City Police Department, San Mateo County Office of Education

Sources: JAMA Network, “Injuries With Electric vs Conventional Scooters and Bicycles,” Published July 23, 2024, John Hopkins International Injury Research, “Evidence Synthesis on E-Bike and E-Scooter Injuries, Safety Interventions, and Policies,” Published October 2024, Surg Open Sci, “Electric bicycles (e-bikes) are an increasingly common pediatric public health problem,” Published June 21, 2023, SMC All Together Better, “Indicators: Bicycle Involved Collision Rate,” Measurement Period 2024.

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DATE:October 20, 2025
TO:Mayor and Members of the City Council
VIA:Stefan Chatwin, City Manager
Marlene Subhashini, Assistant City Manager
FROM:Derek Schweigart, Parks and Recreation Director
Justin Lai, Senior Civil Engineer
DEPARTMENT: Parks and Recreation Department
SUBJECT:COMMUNITY CENTER REBUILD PROJECT (CIP 301-678)

GENERAL UPDATE

RECOMMENDATION
It is recommended that the City Council, by Minute Order, receive and accept the update report on the Community Center Rebuild Project (“Project”) formally known as the Recreation Center Rebuild Project.

EXECUTIVE SUMMARY
Staff will provide a verbal update of the latest Project activities at the City Council meeting. The Project update will consist of this staff report and the attached Construction Manager’s Report. Some of the notable highlights from the past two months of the Project include:
Completion of structural steel construction, which included bolting and field welding.
The metal decking on the second floor was constructed. The concrete pour for the second floor and low roof deck was completed. Fire water and sewer lateral trenching was completed.

On October 21, 2024, City Council adopted City Resolution No. 2024-111 to rename the Recreation Center to Foster City Community Center when it opens. For consistency in

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project naming and to avoid confusion with messaging, staff will be referring to the project as the Community Center Rebuild Project moving forward.

BACKGROUND AND ANALYSIS
BHM Construction, LLC. (BHM) completed the primary framing across both floors, which included structural bolting and field welding. Once the framing was completed, BHM was able to construct the second floor and low roof decking. On September 11, the second floor and low roof deck concrete pours were completed in the early morning to reduce disruption to the public. This concrete delivery was successful and a big milestone, which led to the start of internal framing being constructed and working on the layouts of the mechanical, electrical, and plumbing (MEP) systems.

Outside of the building footprint, BHM continued working on general civil tasks and utilities such as the electrical, sewer, and fire water. This included electrical for site lighting and conduits for communication lines. The sewer lateral was installed on the north side of the project site which led to the start of a lane closure along Shell Blvd.

The firewater line is also being constructed within Shell Blvd with the anticipation of removing the lane closures in October.

During the construction, submittal, and request for information (RFI) process, it was found that multiple aspects of the design required additional scope which resulted in Contract Change Order #7 (CCO #7) and Contract Change Order #8 (CCO #8).

CCO #7 consisted of the following items:

1. It was found that the operable partitions required additional electrical coordination for the circuit wiring, controllers, and disconnects. The additional cost for materials and labor was $13,213.

2. An existing AT&T utility box conflicted with the new ADA ramp which required modification and removal. The additional cost for materials and labor was $3,225.

3. BHM needed to remove and dispose of asbestos pipe which was not called out in the Project plans. The additional cost for materials was $2,264.

The total cost of CCO7 was $18,702.

CCO #8 consisted of the following items:
A design change was required for the balcony overflow drains to be rerouted due to conflict with structural steel. The additional cost for materials and labor was $13,977.
The concrete pathway adjacent to the bocce courts were trenched through several times during construction and it was determined that replacing the entire pathway would be an improvement for visual consistency. The additional cost for materials and labor was $19,240.

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The playground safety surface was increased in thickness to meet proper fall- height safety requirements. The additional cost for materials and labor was $10,527.
The canopy glazing needed to increase to a 1-inch thickness due to the framing system not being able to accommodate a thinner glass. The additional cost for materials and labor was $19,107.
A permanent connection was required to be installed to provide power to the 240V outlet at the meadow. The additional cost for materials and labor was $14,944.

The total cost of CCO8 was $77,795.

The remaining contingency balance following the execution of CCO7 and CCO8 is $3,810,684 and the current contract amount is $45,277,916.

Upcoming Construction Activity
The building’s roof construction continues with several internal components being installed for waterproofing and fireproofing. Utilities within the building will be coordinated with MEP systems beginning to be installed. Work within the public right- of-way is anticipated to be completed which includes the concrete sidewalk, driveway, paving, and utility connections. Additional onsite utility work will continue, which includes work around the bocce courts. Additional information on the site activities can be found in the Construction Manager’s Reports attached.

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Project Schedule Summary
Site Work, Underground Utilities and Grading January 2025 – October 2025 Foundation and Structural Framing January 2025 - August 2025 Building Exterior Framing and Envelope September 2025 - December 2025 Interior Framing & Mechanical, Electrical, and
Plumbing
September 2025 – April 2026
Interior Finishes and Closeout April 2026 – July 2026
Project Completion July 2026
Project Name
On October 21, 2024, City Council adopted City Resolution No. 2024-111, which renamed the William E. Walker Recreation Center to the Foster City Community Center.

While this naming has been approved for the reopening of the building, the current project/CIP name was left unchanged. To provide consistency with the building name, staff are administratively renaming CIP-678 Recreation Center Rebuild Project to CIP- 678 Community Center Rebuild Project. Moving forward, all references will be utilizing the project name Community Center Rebuild Project.

CEQA
In July 2023, the City of Foster City, in accordance with the requirements of the California Environmental Quality Act (“CEQA”), the State CEQA Guidelines adopted by the Secretary of Resources, and the City of Foster City Environmental Review Guidelines, prepared an Initial Study and Mitigated Negative Declaration (SCH #

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20231009) with Standards Conditions and Mitigation Monitoring and Reporting Program (SCAMMRP), and CEQA Findings (IS/MND) for the Recreation Center Rebuild Project.

On November 16, 2023, the City Planning Commission adopted the IS/MND and approved the Use Permit for the Project. Pursuant to Public Resources Code section 21166 and CEQA Guidelines section 15164(b), the City prepared an Addendum to the adopted Mitigated Negative Declaration for the temporary Modular Buildings portion of the work.

FISCAL IMPACT
There is no fiscal impact associated with this update. Any fiscal impacts to the Project will be presented to the City Council as a separate agenda item with a recommended action. The construction budget can be seen on the attached Construction Manger’s Report.

CITY COUNCIL VISION, MISSION, AND VALUE/PRIORITY AREA
Facilities and Infrastructure
ATTACHMENT:

Attachment 1 – Monthly Construction Manager's Report August 2025 Attachment 2 – Monthly Construction Manager's Report September 2025 Attachment 3 – Contract Change Order Summary Sheet

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FOSTER CITY RECREATION CENTER REBUILD PROJECT
CONSTRUCTION MANAGEMENT MONTHLY REPORT (CIP 301-678)

GRIFFIN STRUCTURES

Report Period: August 1 – 31, 2025

General Contractor: BHM Construction LLC
Construction Manager: Griffin Structures
Architect of Record: Group 4 Architecture

Introduction

August marked a pivotal month for the project as structural steel activities neared completion and the focus shifted toward enclosure and infrastructure systems. The construction team continued metal decking installations at both roof and second-floor levels and progressed with trenching and utility infrastructure throughout the site.

Interior preparation also advanced, including restroom plumbing rough-in and layout for mechanical, electrical, and plumbing (MEP) overhead work. Off-site improvements, including asphalt paving, signal pole installation, and sidewalk/curb work, were substantially completed, closing out much of the right-of-way work initiated earlier in the summer.

While substantial progress was made, several key dependencies emerged during this reporting period.

Coordination overlays for overhead MEP systems and unresolved deferred submittals now present potential impacts to critical path activities. Maintaining momentum into September will require the timely resolution of these items, effective dry-in sequencing, and continued inspection support for enclosure and infrastructure scopes.

8.1 Attachment 1 - Monthly Construction Manager's Report August 2025

322

FOSTER CITY RECREATION CENTER REBUILD PROJECT
CONSTRUCTION MANAGEMENT MONTHLY REPORT (CIP 301-678)

GRIFFIN STRUCTURES

Contract Schedule Summary

NTP Issuance 11/04/24
Contract Duration 608 Calendar Days
Substantial Completion 06/17/26
Contract Final Completion 07/05/26
Approved Extension Days 0
Anticipated Completion Date 07/05/26

Schedule and Critical Path Status

• Schedule Update #9, Submitted 8/15/25, continues to project Substantial Completion in early June 2026, maintaining approximately two weeks of float relative to the contractual milestone of June 17, 2026.
• The critical path remains through completion of structural steel framing, roof decking, and dry-in preparation activities. August focused on:
o Roof and low roof decking.
o Installation of miscellaneous steel, stairs, and base plates o Begin layout of MEP hanger and equipment pad penetrations • Coordination of roof blocking, fireproofing, and MEP overhead rough-in is now emerging as the next major driver of schedule.
• Near-critical scopes include:
o MEP coordination overlays (pending finalization) and release of hanger/shop drawing layouts o PG&E Service Yard trenching and utility vault coordination (resubmittal required) o Shell Blvd. utility trenching and inspections (ongoing through September) o Curtain wall and rainscreen deferred submittals, still under review • Off-site signal modification work was completed in August and is no longer a driving path.

Inspection & Quality Control

Structural Steel Oversight continued as a priority focus:
• Apex Testing Labs conducted daily high-strength bolting and field welding inspections, confirming completion of all critical beam and brace connections.
• Ultrasonic Testing (UT) was performed on full penetration welds with no recordable discontinuities. • Degenkolb Structural Observation #6 verified steel framing and BRB installation in general conformance. Outstanding items, such as missing gusset plate bolts and welds, were directed to be completed, and decking attachment photos were requested for the record. This issue was resolved via RFI and follow-up inspection.

Concrete and Grouting activities were verified across multiple scopes:
• Column baseplate grouting was completed; samples taken for compressive testing showed proper installation.
• Apex performed inspections on slab-on-grade curbs, play area footings, and site concrete elements, including pull testing of rebar dowels, which passed required thresholds.

Trenching, Duct banks, and Utility Backfill were heavily inspected:
• Romig and Apex inspected and approved concrete encasements for fiber/telecom duct banks, light

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FOSTER CITY RECREATION CENTER REBUILD PROJECT
CONSTRUCTION MANAGEMENT MONTHLY REPORT (CIP 301-678)

GRIFFIN STRUCTURES

pole base trenching, and fire water piping. Conduits for EV chargers and site lighting were confirmed in place.
• All trench scopes along the east and south wings were backfilled following successful compaction and encasement inspections.

Plumbing and MEP Rough-in began:
• City inspections verified toilet carrier installations and vent risers in all restroom cores. • MEP hanger layout and sleeve penetrations began in coordination with deck dry-in activities and will continue into September.

Off-Site Improvements continued:
• Final City inspections were completed for asphalt paving at Shell Blvd and Foster Square Lane, ADA- compliant curb ramps, and signal pole installation. Sidewalk concrete was placed and accepted under City observation.

Across all scopes, inspections were completed with no major deficiencies reported. Coordination between BHM, Romig, Apex, and the City was effective in keeping work on track and verified in the field.

Construction Activities Completed - August 2025

The project advanced significantly through August, transitioning from the structural steel phase into early enclosure and interior preparation. Key progress highlights include:

• Structural Steel Completion: Primary framing was completed across both floor levels, including all remaining beam and brace installations. Structural bolting and field welding were finalized, including specialty connections and moment frames. Final grout placement at column baseplates was completed, with sampling for strength testing.

• Roof and Decking Installation: Metal decking was fully installed on the second floor, and partial completion was achieved at the roof levels. Wind tacking, tie-off safety measures, and edge protection were completed. Coordination was initiated for roof blocking and equipment curbs to support dry-in sequencing.

• Site Utility Work:
o Underground trenching and conduit installation progressed at the east and south building zones. Telecom and electrical duct banks were encased in concrete and backfilled following inspection.
o Conduits for fire water, EV charging infrastructure, and site lighting were progressed and inspected.
o Above-ground site lighting components, including pole base forms and rebar cages, were placed and poured.

• Interior Rough-in Preparation:
o Toilet carriers and vent risers were installed in all building restroom cores, verified via inspection for layout and code compliance.
o Layout began for mechanical, electrical, and plumbing overhead systems, pending final coordination overlay approvals.

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FOSTER CITY RECREATION CENTER REBUILD PROJECT
CONSTRUCTION MANAGEMENT MONTHLY REPORT (CIP 301-678)

GRIFFIN STRUCTURES

• Concrete and Formwork:
o Slab block-outs and curb placements were completed, including planning for concrete work at play area features and equipment pads.
o Drawings for signage foundations in review with the Design Team.

• Off-Site and Public Right-of-Way Work:
o Final concrete placements for curb ramps and sidewalks at the main entrance and intersection were completed.
o Asphalt paving at the off-site entry drive was placed and accepted. o Signal pole and associated traffic modifications were finalized and inspected.

• Inspections and Quality Control:
o Daily special inspections were performed for welding, bolting, trenching, concrete placement, and grouting. Testing reports confirmed general conformance with specifications.
o Structural observations noted satisfactory progress.
o All work inspected during this period was reported in general compliance, with no major deficiencies noted.

Construction Activities Planned - September 2025

September will mark a transition into early building enclosure and overhead MEP coordination. With structural steel largely complete and decking in place, the project team will focus on preparing for weatherproofing, infrastructure tie-ins, and progressing interior build-out. Key planned activities include:

• Roofing and Dry-In:
o Coordinate and install roof penetrations, curbs, and blocking required for MEP and rooftop equipment.
o Begin installation of vapor barrier and roofing assemblies at completed deck zones. o Continue layout and installation of parapet and edge flashings.

• Overhead MEP Coordination and Installation:
o Begin layout of mechanical, electrical, and plumbing overhead systems in both wings of the building.
o Install hangers, seismic bracing, sleeves, and first runs of piping and conduit. o Begin in-wall rough-in at restrooms and utility rooms following completion of toilet carriers and vent stacks.

• Utility Tie-Ins and Sitework:
o Complete fire water line installation and coordinate inspections with third-party and City personnel.
o Finalize utility trenching and backfill in remaining zones, including areas awaiting approval for PG&E and telecom service routes.
o Initiate slab prep and insulation installation for zones with upcoming interior slab placements.

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325

FOSTER CITY RECREATION CENTER REBUILD PROJECT
CONSTRUCTION MANAGEMENT MONTHLY REPORT (CIP 301-678)

GRIFFIN STRUCTURES
• Framing and Interior Prep:
o Begin layout and erection of light-gauge framing for interior walls, particularly in the Recreation Wing.
o Coordinate submittals and layout for storefront systems, including in-place mockups. o Continue layout for permanent fencing, play area structures, and signage footing locations. • Envelope Systems and Submittal Closeout:
o Progress review and final approval of deferred submittals related to curtain wall, storefront, rainscreen, fire alarm, generator, and elevator scopes. o Prepare for rough framing inspections and weather protection milestones by late September.
• Inspection and Testing:
o Continue scheduled welding, bolting, fireproofing, and concrete inspections. o Conduct utility inspections for lighting, fire water, and telecom as trench scopes are completed.
o Maintain coordination with inspection agencies for daily structural, sitework, and MEP observations.

Key Challenges
• Overhead MEP Coordination Delay: Final coordination overlay drawings for mechanical, electrical, and plumbing systems remain outstanding, delaying layout of hangers, sleeves, and equipment penetrations. This has created pressure on the dry-in sequence and subsequent enclosure milestones.
• Deferred Submittal Approvals: Multiple deferred items, including the curtain wall, generator, fire alarm, seismic bracing, and elevator, remain under review or require resubmission. Delays in these approvals may impact long-lead procurement and rough-in sequencing if not resolved early in the next period.
• Utility Coordination in Public Right-of-Way: Sanitary sewer and fire water, through Shell Blvd., continue to require tight coordination with inspection agencies and adjacent entities. Concrete encasement, backfill, and trench closure approvals must be obtained in a narrow window to avoid schedule impacts.
• Dry-In Preparation and Roofing Access: Sequencing for roofing prep, blocking, and vapor barrier installation is complicated by incomplete roof penetrations and pending layout coordination for mechanical systems. This poses a risk to maintaining weather protection timelines going into fall. • Site Infrastructure and Exterior Mockups: Fencing, play area structures, and signage elements are awaiting final design decisions. Delays in finalizing these scopes could result in rework or inefficient mobilization later in construction.

Budget Updates
CCO No. 7 was approved in August 2025 in the amount of $18,702.00, with no added calendar days. This change order addresses three scope adjustments related to unforeseen conditions and updated coordination:
• COR 6.1 - Provides branch circuit wiring, controllers, and disconnects for the operable partition per RFI 037 coordination and updated electrical sheets. Amount = $13,213.00 • COR 41 - Removes existing Pac Bell/AT&T utility box conflicting with new truncated dome at sidewalk ramp, performed T&M by Alessandro Electric. Amount = $3,225.00

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FOSTER CITY RECREATION CENTER REBUILD PROJECT
CONSTRUCTION MANAGEMENT MONTHLY REPORT (CIP 301-678)

GRIFFIN STRUCTURES
• COR 42 - Covers final asbestos pipe disposal using a second dumpster for off-haul of staged transite piping not removed in the prior scope. Amount = $2,264.00 These items were reviewed and recommended by Griffin Structures and approved by the City based on field conditions and scope clarification confirmed by the Design Team.

Contract and Contingency Financial Overview
Original Contract Amount $44,626,000.00
Contingency (10%) $4,462,600.00
Approved Contract Change Orders $574,121.00
Total Adjusted Contract Amount $45,200,121.00
Contingency Remaining $3,888,479.00
Contingency % Remaining 87.1%
Total Completed and Stored to Date $15,205,149.85
% of Contracts Billed to Date 33.6%
Summary
The project made visible progress throughout August, with structural framing nearing full completion and preparation for building enclosures now underway. Milestones included installation of metal decking, baseplate grouting, and completion of utility trenching and encasement in key site zones. Off-site work, including paving and signal modifications, was also substantially completed and inspected.

Inspection activity remained high across structural, site, and utility scopes, with reports indicating general conformance and no major deficiencies. Coordination between the field team, design consultants, and inspectors was effective in verifying work in place and clearing scopes for follow-on trades.

However, several challenges remain unresolved. Overhead MEP coordination overlays have not yet been finalized, delaying layout and hangers in critical areas. Several deferred submittals, most notably for curtain wall, generator, and elevator systems, remain pending, potentially impacting procurement and rough-in schedules.

Looking ahead, the project’s success in September will depend on the timely resolution of outstanding coordination items and the ability to maintain momentum across multiple fronts. With steel framing activities wrapping up, the focus will shift to closing out early infrastructure, initiating building enclosure, and setting the stage for interior build-out.

Note: This report is a monthly update for the Foster City Recreation Center Rebuild Project, highlighting key construction activities, upcoming tasks, challenges, and budgetary considerations.

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Grouting Below Base Plates
Structural Steel Staged For Installation
Shell Blvd. Storm Drain Inlet Repair
Mechanical and Plumbing Rough-in
Utility Settlement Vaults Placed
Low Voltage Conduit Install In Progress

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Structural Steel Welding Continues
Sidewalk and Ramp Completed
Ashpalt Paving Completed for Driveway
Roof Mechanical Screen Frame Installed
Spreading and Welding of Roof Decking
Bolt Torque Inspections in Process by Apex

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Thrust Blocks Poured for Fire Water
Structural Welding On-Going Throughout Building
Second Floor Decking Placed and Welding On-Going
Low Roof and High Roof Decking
Portions of Fire Water Inspected and Backfilled
Additional Roof Deck Materials Delivered

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Shell Blvd. Street Sweeping
Sanitary Sewer Point of Connection
and Cleanout Installed
COR 33.2 Shell Blvd. Storm
Drain Repaired
Settlement Vaults and Cleanouts for
Grease Waste and Sewer in Progress
Roof Decking in Progress
Structural Steel Welding of Canopy in
Progress

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FOSTER CITY RECREATION CENTER REBUILD PROJECT
CONSTRUCTION MANAGEMENT MONTHLY REPORT (CIP 301-678)

GRIFFIN STRUCTURES

Report Period: September 1 – 30, 2025

General Contractor: BHM Construction LLC
Construction Manager: Griffin Structures
Architect of Record: Group 4 Architecture

Introduction

September 2025 marked continued vertical progress at the Foster City Recreation Center as structural framing, roof work, and key utility scopes advanced. The second floor and low roof concrete placements were completed, standing seam metal roofing began, and interior framing progressed at multiple locations. Off-site fire water trenching was coordinated and scheduled to begin late in the month.

Mockups, inspections, and preconstruction meetings continued for roofing, fireproofing, and specialty scopes. Despite certain coordination challenges and submittal delays, the project remains on schedule and is transitioning toward enclosure and interior MEP rough-in phases.

Contract Schedule Summary

NTP Issuance 11/04/24
Contract Duration 608 Calendar Days
Substantial Completion 06/17/26
Contract Final Completion 07/05/26
Approved Extension Days 0
Anticipated Completion Date 07/05/26

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FOSTER CITY RECREATION CENTER REBUILD PROJECT
CONSTRUCTION MANAGEMENT MONTHLY REPORT (CIP 301-678)

GRIFFIN STRUCTURES

Schedule and Critical Path Status

Schedule Update #10 was reviewed and indicates the project remains on track within the contractual duration. The critical path continues through structural steel erection, roofing, and enclosure activities, with emphasis on dry-in and utility coordination. Adjustments in sequencing have improved alignment of exterior framing, roofing, and interior start activities. No impacts to the overall project duration are currently forecasted.

Inspection & Quality Control

• Reinforcing Steel: Apex verified rebar placement for the 2nd floor deck and light pole pier foundations, confirming compliance with approved details and splice/clear cover requirements. • Field Welding: Multiple inspections confirmed conformance of canopy, fall protection, elevator rail, and beam/column welds; no defects observed.
• Fireproofing: Observations confirmed that application of fireproofing at the second-floor beams and columns was in progress, consistent with approved UL designs and submittal requirements. • Concrete: Reinforcement and placement for the second-floor deck and housekeeping pads at roof areas were inspected, with no deficiencies noted.

Construction Activities Completed - September 2025

Concrete and Structural Work:

• Completed pours for the second floor and low roof on September 11. • Formed and placed housekeeping pads at low roof areas. • Stair embeds and landings installed for both Stair 1 and Stair 2. • Ongoing welding inspections and framing layout for high roof and interior partitions.

Roofing and Framing:

• Standing seam metal roof preconstruction held; installation started. • Precon for TPO roofing completed; install scheduled for October. • Framing progressed on the west side, operable partition areas, and parapet walls.

Utilities and Site Work:

• Fire water trenching and layout coordinated for offsite work along Shell Blvd. • Sewer and storm drain trenching continued, with backfill and compaction at West Access Road. • Bocce Court storm drain conflict identified during light pole drilling; coordination in progress. • Grease interceptor and sampling box installations completed.

Inspections and Observations:

• Light pole base form and placement inspections completed. • Structural welding inspections for roof connections and storefront jambs completed. • Apex and Romig conducted various inspections throughout the site. • Group 4 conducted site observations and issued written report.

Construction Activities Planned - October 2025

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CONSTRUCTION MANAGEMENT MONTHLY REPORT (CIP 301-678)

GRIFFIN STRUCTURES

• Begin TPO roof installation on low roof.
• Fireproofing of interior steel scheduled pending roof sequencing. • Offsite fire water trenching and utility tie-ins along Shell Blvd to continue. • Continue layout and rough-in for electrical and low-voltage systems. • Resolve Bocce Court storm drain conflict and continue lighting installation. • Finalize shade structure footing approvals and begin excavation. • Progress enclosure work and begin interior MEP overhead layout.

Key Challenges

• Cellular Deck Compliance: Installed product used riveted closure pan vs. the specified welded type; paint mockup and alternate concealment under review.
• Deferred Submittals: Several packages remain pending (e.g., playground, fencing, telecom, signage). • MEP Coordination: Ceiling grid and low-voltage device layout incomplete; revised coordination drawings in review.
• Bocce Storm Drain Conflict: Storm drainpipe encountered during site light install; ongoing resolution.

Contract and Contingency Financial Overview

Original Contract Amount $44,626,000.00
Contingency (10%) $4,462,600.00
Approved Contract Change Orders* $651,916.00
Total Adjusted Contract Amount $45,277,916.00
Contingency Remaining $3,810,684.00
Contingency % Remaining 85.4%
Total Completed and Stored to Date $16,844,274.13
% of Contracts Billed to Date 37.3%
*Includes approved CCO 8

Contract Change Order Updates

The following Change Orders were approved or executed in September 2025:

• CCO #7 – Executed for $18,702.00:
o COR 6.1 – Power to Operable Partition
o COR 41 – AT&T Utility Box Conflict
o COR 42 – Asbestos Concrete Pipe Disposal

• CCO #8 – Approved for $77,795.00:

o COR #29 – Balcony Overflow Drain Piping ($13,977): Revised routing of balcony overflow drains to tie into the storm drain system after coordination revealed the original edge- nozzle design conflicted with structural steel.
o COR #35.1 – Concrete Pathway Replacement at Bocce Courts ($19,240): Replacement of ~500 SF of concrete pathway near the bocce courts, made necessary after utility trenching disturbed the existing path and the City confirmed continuous replacement for

8.1 Attachment 2 - Monthly Construction Manager's Report September 2025

334

FOSTER CITY RECREATION CENTER REBUILD PROJECT
CONSTRUCTION MANAGEMENT MONTHLY REPORT (CIP 301-678)

GRIFFIN STRUCTURES

visual consistency.
o COR #38.1 – Playground Safety Surfacing ($10,527): Increased thickness of poured-in- place safety surfacing from 3" to 4.25" over 2,660 SF to meet fall-height safety requirements, including added off-haul and material costs. o COR #46 – Glass Canopy Revisions ($19,107): Upgrade of canopy glazing from 9/16" laminated to 1" insulated glass units due to framing system pocket limitations, increasing material weight, and installation complexity.
o COR #48 – Meadow 240V Outlet Connection ($14,944): Permanent electrical connection of the meadow’s 240V outlet to the new building’s electrical panel per Owner request and Bulletin 3.

These items were reviewed and recommended by Griffin Structures and approved by the City based on field conditions and scope clarification confirmed by the Design Team.

Financial and Project Risk Status

As of September 30, 2025, the project has utilized 14.6% of contingency, with 85.4% remaining. This is a strong position, with roughly one-third of the project value billed and the midpoint in contract time, reflecting careful management of changes to date. However, the project is now entering the highest-risk phase with envelope procurement, dry-in, long-lead MEP equipment, elevators, and interior finishes upcoming. While the contingency balance remains healthy, we anticipate increased drawdown in the coming months as deferred submittals are resolved and long-lead systems are procured.

With 43% of approved COR value tied to site conditions, that category has likely peaked, since major unforeseen underground and demolition work is now behind us. A/E Errors & Omissions (42%) should continue to be monitored closely during the envelope and interior phases, as design clarifications can still emerge, but the rate of growth is expected to taper compared to spring and summer. Owner-initiated changes (10%) may increase further as finishes and systems come into focus in 2026, and this will need careful review against the contingency balance. Contractor-initiated changes (5%) remain minimal.

Overall, the risk profile is shifting from existing conditions toward design clarifications and owner-directed

8.1 Attachment 2 - Monthly Construction Manager's Report September 2025

335

FOSTER CITY RECREATION CENTER REBUILD PROJECT
CONSTRUCTION MANAGEMENT MONTHLY REPORT (CIP 301-678)

GRIFFIN STRUCTURES

scope as the project advances, making proactive review of submittals, RFIs, and scope decisions critical to maintaining contingency health.

Summary

The Foster City Recreation Center project made steady progress throughout September 2025 with continued work on structural steel, roofing, framing, and utility infrastructure. Despite challenges related to product compliance, submittal delays, and coordination complexities, the project remains on schedule. Upcoming October activities will push the project toward enclosure and MEP rough-in, with building dry-in as the critical driver before the wet months.

Note: This report is a monthly update for the Foster City Recreation Center Rebuild Project, highlighting key construction activities, upcoming tasks, challenges, and budgetary considerations.

8.1 Attachment 2 - Monthly Construction Manager's Report September 2025

336

Roof Deck Welding
Sewer Trenching
PG&E Primary Trench
Exterior Canopy
Site Lighting Excavation
Sewer Compaction in Shell Blvd.

8.1 Attachment 2 - Monthly Construction Manager's Report September 2025

337

8.1 Attachment 2 - Monthly Construction Manager's Report September 2025

338

Second Floor Deck Concrete Placement
Second Floor Deck Rebar
Second Floor Deck Concrete Placement
Second Floor Concrete
Second Floor Deck Concrete Finishing Equipment
Interior Metal Studs

8.1 Attachment 2 - Monthly Construction Manager's Report September 2025

339

Metal Decking In Progress
Interior Wall Top and Bottom Track Started
Low Roof Equipment
Housekeeping Pads
Building Plumbing Materials Delivered
Storm Drain Installation On-Going
Roof Deck Flute Closure Review Onsite

8.1 Attachment 2 - Monthly Construction Manager's Report September 2025

340

Contract Change Order Summary Sheet
Original Construction Contract 44,626,000.00$
Current Construction Contract 45,277,916.00$
Original Contingency 4,462,600.00$
Remaining Contingency 3,810,684.00$
Contract
Change Order
Number
Change Order
Request Number Description Price Execution Date
CCO#1 2.1 Unforeseen Plastic Cell Removal During Demolition 7,641.00$ 12/17/2024 CCO#2 3 Handling and Disposal of Existing Asbestos Piping 4,284.00$ 2/4/2025 CCO#2 4.1 Repair and Relocate Unforeseen Damaged Conduit 6,901.00$ 2/4/2025 CCO#2 5 Unforeseen Vapor Barrier under Existing Bldg. Slab 145,594.00$ 2/4/2025 CCO#2 7 Unforeseen Concrete Slab Thickness 12,026.00$ 2/4/2025 CCO#2 10 Handling and Disposal of Additional Existing Asbestos Piping 7,464.00$ 2/4/2025 CCO#2 11.1 Lime Treatment of the Building Pad 35,700.00$ 2/4/2025 CCO#3 15.1 Carpet Tile Pattern and Color Change 4,995.00$ 5/7/2025 CCO#3 17 Deep Electrical Underground Conduit Support 138,492.00$ 5/7/2025 CCO#4 16 Grease Wate Heat Trace Insulation 32,000.00$ 6/6/2025 CCO#4 22 Electrical Support Waterproofing 12,978.00$ 6/6/2025 CCO#4 24 Added Mop Sinks at Janitor Closets 8,979.00$ 6/6/2025 CCO#4 27 Design Service Transfer for Operable Partition Bracing (Credit) (8,050.00)$ 6/6/2025 CCO#5 23.1 Modify the Domestic Hot Water System 11,527.00$ 7/2/2025 CCO#5 25 Meadow 240V Outlet Restoration 12,672.00$ 7/2/2025 CCO#5 28 Aluminum Curtain Wall Store Front 12,182.00$ 7/2/2025 CCO#5 33.2 Storm Drain Leak Repair 27,545.00$ 7/2/2025 CCO#6 13.4 Power for Cathodic Protection and Irrigation Controller 11,455.00$ 7/21/2025 CCO#6 14.1 Fall Protection Device Model Change 1,933.00$ 7/21/2025 CCO#6 26.3 Conduit Elevation Adjustment in Salb-on-Grade Rock Section 12,329.00$ 7/21/2025 CCO#6 34 Etched Finish at Bovve Ball Court Concrete Curbs 2,034.00$ 7/21/2025 CCO#6 36 Lower Existing Fiber Conduits at Vibe Center 17,829.00$ 7/21/2025 CCO#6 37 Added Condruit for Telecommunications 33,932.00$ 7/21/2025 CCO#6 39 Removal of Existing Tree Adjaccent to the new Drive Aisle 2,977.00$ 7/21/2025 CCO#7 6.1 Power to Operable Partition 13,213.00$ 9/4/2025 CCO#7 41 AT&T Utility Box Conflict 3,225.00$ 9/4/2025 CCO#7 42 Asbestos Concrete Pipe Disposal 2,264.00$ 9/4/2025 CCO#8 29 Balcony Overflow Drain Piping 13,977.00$ approved CCO#8 35.1 Concrete Pathway Replacement at Bocce Courts 19,240.00$ approved CCO#8 38.1 Playground Safety Surfacing 10,527.00$ approved CCO#8 46 Glass Canopy Revisions 19,107.00$ approved
CCO#8 48 Meadow 240V Outlet Connection 14,944.00$ approved Total Change Orders 651,916.00$

8.1 Attachment 3 - Contract Change Order Summary Sheet

341

Prepared Date 9/30/2025 City of Foster City, CA
Accounts Payable Check Register

Page 1 ends

Accounting Period 2026/3
Report Number 10
Check Number Vendor Name Description
156096 AAA WORKSPACE OFFICE SUPPLIES
156097 ADAM RENTERIA EMPLOYEE REIMB URSEMENT: DMV CLASS B LICENSE 156098 AGEUP, INC. FY25/26 NON-PR OFIT FUNDING CONTRIBUTION 156099 AMAZON CAPITAL SERVICES, INC. MISCELLANEOUS SUPPLIES - BUILDING AND PARKS PROGRAM; POLICE DEPARTMENT KITCHEN &
BATHROOM PROJECT; CONSTRUCTION TOYS FOR

PUBLIC WORKS EVENT GIVE-AWAYS
156100 AMERICAN TECHNOLOGY SOLUTION S CORP MYPAYSTUB ONLINE SERVICES 156101 AT&T BUSINESS PHONE LINE SERVICES
156102 AT&T MOBILITY CELLULAR SERVICES - POLICE CARS
156103 BAN SERVICE COMPANY, INC. PEST CONTROL SERVICES
156104 BAY AREA WATER SUPPL Y & CONSERVATION
AGENCY

WATER LOSS CONTROL PROGRAM
156105 BAY CITY ELECTRIC WORKS CIP705: EMERGENCY GENERATOR REPLACEMENT -

TRANSFER SWITCH
156106 BELKORP AG LLC MISCELLANEOUS PARTS - VEHICLE PROGRAM 156107 BETHANY JOHNSTON EMPLOYEE REIMBURSEMENT: WOMEN LEADERS IN

LAW ENFORCEMENT TRAINING SYMPOSIUM (WLLE)
9/2/25 - 9/5/25
156108 BKF ENGINEERS CIP695: LIFT STATION 59 EFFLUENT LINE IMPROVEMENTS AND CIP710: SHELL BRIDGE SANITARY
SEWER FORCE MAIN - ENGINEERING SERVICES: JULY
28, 2025 - AUGUST 24, 2025
156109 BLANKINSHIP & ASSOCIATES, INC. WATER QUALITY CONSULTING SERVICES: AUGUST 2025
156110 CAL-WEST LIGHTING & SIGNAL MAINTENANCE INC STREET LIGHT, TRAFFIC SIGNAL MAINTENANCE, AND

LIGHTING REPAIR
156111 CAMINO TECHNOLOGIES, INC. CLARITI LAUNCH PERMIT GUIDE SUBSCRIPTION:

AUGUST 1, 2025 - JULY 31, 2026
156112 CEL ANALYTICAL INC LA GOON TESTING - AUGUST & SEPTEMBER 2025 156113 CHEMSEARCH ECOFLOW BIOAMP PROGRAM
156114 CINTAS CORPOR ATION UNIFORM/LAUNDRY SERVICES
156115 CITY OF SAN B RUNO COUNCIL OF CITIES DINNER MEETING: STACY JIMENEZ,

PHOEBE VENKAT, SUZY NIEDERHOFER, AND PATRICK

SULLIVAN
156116 CITY OF SAN MATEO AUGUST 2025 WASTE WATER TREATMENT PLAN BOND DRAW REF #75
156117 CLARK PEST CONTROL OF STOC KTON INC PEST AWAY SERVICES 156118 CONSOR NORTH AMERICA INC CIP660: WATER TANK IMPROVEMENTS AND CIP690:

SEISMIC IMPROVEMENTS AT LAGOON PUMP STATION
CONSTRUCTION SUPPORT SERVICES: AUGUST 2025
156119 CONSOR PMCM, INC CIP700: FUEL SYSTEMS IMPROVEMENTS -

CONSTRUCTION MANAGEMENT & INSPECTION
SERVICES: MAY, JULY, AND AUGUST 2025
156120 CORODATA RECORDS MANAGEMENT INC OFF-SITE RECORDS STORAGE 156121 CORY CALL EMPLOYEE REIMBUR SEMENT: WOMEN LEADERS IN

LAW ENFORCEMENT TRAINING SYMPOSIUM (WLLE)
9/2/25 - 9/5/25
156122 CSG CONSULTANTS INC. CIP722: STREET REHAB, GENERAL BUILDING PERMIT REVIEW, D542: WAVERLY PHASE 3, D561: GILEAD NRC -
331 LAKESIDE DR, AND D562: GILEAD NTDC - 335
LAKESIDE DR - PROFESSIONAL SERVICES: JULY 26,
2025 - AUGUST 29, 2025
156123 CWEA CERTIFICATION RENEWAL FOR PUBLIC WORKS

EMPLOYEE
156124 CYGNET ENTERPRISES INC. POND DYE FOR LA GOON MANAGEMENT 156125 DANIEL FONG SOLAR REBATE
156126 DEPARTMENT OF TRANSPORT ATION CALTRANS LEASE PAYMENT 156127 DEPENDABLE LOCK AND HA RDWARE INC TOILET PARTITIONS FOR POLICE DEPARTMENT

BATHROOM RENOVATION PROJECT
156128 DEWEY PEST CONTROL PEST CONTROL-501 PILGRIM, 398 CHESAPEAKE, 631- 633 COMET, 833-835 COMET, AND 833 GULL
Check Date Check Amount
9/30/2025 260.69
9/30/2025 98.00
9/30/2025 800.99
9/30/2025 70.29
9/30/2025 1,425.00
9/30/2025 1,000.00
9/30/2025 1,011.97
9/30/2025 157.50
9/30/2025 990.78
9/30/2025 11,651.60
9/30/2025 631.25
9/30/2025 2,928.00
9/30/2025 40,000.00
9/30/2025 546.71
9/30/2025 2,129.91
9/30/2025 1,367.42
9/30/2025 260.00
9/30/2025 3,986.84
9/30/2025 23,750.00
9/30/2025 1,480.00
9/30/2025 136,530.50
9/30/2025 145.77
9/30/2025 167.45
9/30/2025 1,254,117.96
9/30/2025 536.00
9/30/2025 16,995.83
9/30/2025 1,000.00
9/30/2025 500.00
9/30/2025 1,373.50
9/30/2025 31,466.85
9/30/2025 149.00
9/30/2025 17,193.32
9/30/2025 680.00

9.1 Warrant Register Report FY 2025-2026 Number 10 - September 30, 2025

342

Prepared Date 9/30/2025 City of Foster City, CA
Accounts Payable Check Register

Page 2 ends

Accounting Period 2026/3
Report Number 10
Check Number Vendor Name DescriptionCheck Date Check Amount 156129 DOCUSIGN INC LOCKBOX DOCUSIGN ESIGNATURE SUBSCRIPTION: 9/1/25 - 8/31/26 156130 DOMESTIC TRUCK DRIVING SCHOOL COMMERCIAL DRIVER LICENSE TRAINING FOR 1 PARKS

MAINTENANCE EMPLOYEE
156131 ECONOMIC & PLANNING SYSTEMS INC UP2025-0012 - PROFESSIONAL SERVICES: AUGUST 1, 2025 - AUGUST 31, 2025
156132 ERLER & KALINOWSKI, INC. CIP652: WASTEWATER TREATMENT PLAN MASTER PLAN IMPROVEMENTS - ENGINEERING OVERSIGHT:

AUGUST 2025
156133 ELITE PRESSURE WASHING SERVICES LLC POWE R WASHING SERVICES FOR DOG PARK AND LEO J. RYAN MEMORIAL PARK: MAY 2025 (REISSUE CHECK)
156134 ENGEO INCORPORATED MASTER GEOTECHNICAL ENGINEERING SERVICES 156135 ENVIRONMENTAL SYSTEMS RESEA RCH INSTITUTE ENTERPRISE ANNUAL SOFTWARE/MAINTENANCE AGREEMENT: 07/29/2025 - 07/28/2026
156136 ESTERO MUNICIPAL IMPROVEMENT DISTRICT WATER SERVICES: AUGUST 2025 156137 EWING IRRIGATION PRODUCTS MISCELLANEOUS MATERIALS & IRRIGATION SUPPLIES -

PARKS PROGRAM
156138 FORELAND PARTS INC. AUTO PARTS
156139 FREYER & LAURETA, INC. CIP705: EM ERGENCY GENERATOR REPLACEMENT - ENGINEERING SERVICES: JULY 2025; CIP721: LAGOON

INTAKE STRUCTURE REHAB - PROFESSIONAL
SERVICES: AUGUST 2025
156140 GARDENLAND POWER EQUIPMENT MISCELLANEOUS SUPPLIES - VEHICLE PROGRAM 156141 GINA TASSONE EMPLOYEE REIMB URSEMENT: WOMEN LEADERS IN

LAW ENFORCEMENT TRAINING SYMPOSIUM (WLLE)
9/2/25 - 9/5/25
156142 THE GOODYEAR TIRE & RUBBER COMPANY TIRE & SERVICES 156143 GRAINGER MISCELLANEOUS SUPPLIES - BUILDING, SEWER, WATER, AND LAGOON PROGRAM; POLICE

DEPARTMENT KITCHEN & BATHROOM PROJECT
156144 GRANITE ROCK COMPANY MISCELLANEOUS SUPPLIES - WATER PROGRAM 156145 GRIFFIN ST RUCTURES INC CONSTRUCTION SUPPORT SERVICES: CIP678 - RECREATION CENTER REPLACEMENT PROJECT:

AUGUST 2025
156146 GROUP4 ARCHITECTURE RESEARCH CONSTRUCTION SUPPORT SERVICES: CIP678 - RECREATION CENTER REPLACEMENT PROJECT:

AUGUST 2025
156147 HAYWARD SOFTBALL UMPIRES ASSOCIATION ADULT SOFTBALL UMPIRES 156148 HIP HOUSING AFFORDABLE VENTURES INC HIP MANAGEMENT AND PROPERTY MANAGEMENT FEE:

SEPTEMBER 2025
156149 HOLTON LEE PLANNING DEPOSIT REFUND
156150 HOME DEPOT CREDIT SERVICES MISCELLANEOUS SUPPLIES - PARKS, WATER, STREET, SEWER, BUILDING, LAGOON PROGRAM; POLICE

DEPARTMENT KITCHEN & BATHROOM PROJECT
156151 HUFFMAN-BROADWAY GROUP, INC. CIP657: LEVEE PROTECTION PLAN AND IMPROVEMENT

MITIGATION MONITORING AND ON-CALL

ENVIRONMENTAL SUPPORT - PROFESSIONAL
SERVICES: AUGUST 2025
156152 IMAGETECH LLC STREET SIGN MACHINE REPAIR
156153 J & C DOOR EXPERTS INC. CIP699: CORPYARD METAL DOOR REPLACEMENT AND

DOORS ADJUSTMENTS AND THRESHOLD

INSTALLATION AT FCPD
156154 JULIO CLEANING AND MAINTENANCE SERVICES GARBAGE DISPOSAL SERVICES: AUGUST 2025,

JANITORIAL SERVICES AND ADDITIONAL JANITORIAL
CLEANING AT CITY HALL (2ND FLOOR): SEPTEMBER
2025
156155 KHOSROW KHORRAMI C&D DEPOSIT REFUND
156156 LAW ENFORCEMENT PSYCHOLOGICAL SERVICES PRE-EMPLOYMENT EXAM 156157 LORAL LANDSCAPING INC. LANDSCAPE, MEDIANS AND EASEMENTS MAINTENANCE FEE: SEPTEMBER 2025
156158 LUIS BARRAZA RENTAL DEPOSIT REFUND
9/30/2025 4,206.25
9/30/2025 4,661.80
9/30/2025 3,280.00
9/30/2025 5,405.00
9/30/2025 2,800.00
9/30/2025 1,133.57
9/30/2025 3,413.06
9/30/2025 22,132.50
9/30/2025 6,850.00
9/30/2025 42,200.00
9/30/2025 122,396.25
9/30/2025 7,295.57
9/30/2025 1,652.41
9/30/2025 78,916.95
9/30/2025 131.31
9/30/2025 1,098.19
9/30/2025 621.85
9/30/2025 737.50
9/30/2025 18,289.50
9/30/2025 943.38
9/30/2025 66,314.40
9/30/2025 2,679.00
9/30/2025 5,840.05
9/30/2025 1,000.00
9/30/2025 475.00
9/30/2025 19,032.62
9/30/2025 2,215.70
9/30/2025 30,200.00
9/30/2025 24,752.00
9/30/2025 350.00

9.1 Warrant Register Report FY 2025-2026 Number 10 - September 30, 2025

343

Prepared Date 9/30/2025 City of Foster City, CA
Accounts Payable Check Register

Page 3 ends

Accounting Period 2026/3
Report Number 10
Check Number Vendor Name DescriptionCheck Date Check Amount 156159 LYNDSEY CASTRO EMPLOYEE REIMB URSEMENT: WOMEN LEADERS IN

LAW ENFORCEMENT TRAINING SYMPOSIUM (WLLE)
9/2/25 - 9/5/25
156160 MANITO CONS TRUCTION, INC. RETENTION RELEASE: CIP660: WATER TANK IMPROVEMENTS AND CIP690: SEISMIC IMPROVEMENTS

AT THE LAGOON PUMP STATION
156161 MARYAM FATHI PROFESSIONAL DEVELOPMENT REIMBURSEMENT:

BOOKS FOR WORKPLACE WRITING
156162 MCMASTER-CARR MISCELLANEOUS SUPPLIES - SEWER PROGRAM 156163 MICHAEL CASEY VISION REIMBURSEMENT
156164 MISSION LINEN SUPPLY- UNIFORM LAUNDRY SERVICES
156165 MOBILE WIRELESS LLC NETMOTION PLATFORM SUBSCRIPTION: 8/1/2025 - 7/31/2026
156166 NATE CRUZ EMPLOYEE REIMBURSEMENT: FINANCE RETREAT 9/24/2025
156167 NBC SUPPLY CORP PARKS SAFETY SUPPLIES
156168 NETFILE INC ANNUAL NETFILE SUBSCRIPTION: 8/28/25 - 8/28/26 156169 OLIVIA DE ANDA RENTAL FEE REFUND
156170 ON MY MIND FOUNDATION FY25/26 NO N-PROFIT FUNDING CONTRIBUTION 156171 OTIS ELEVATOR COMPANY CITY HALL ELEVATOR SERVICE CALL 7/16/25 156172 PACIFIC COAST POLYGRAPH AND INVESTIGATIONS PRE-EMPLOYMENT EXAM 156173 PACIFIC GAS & ELECTRIC COMPANY ELECTRICITY & GAS 156174 PACKET FUSION ZOOM SUBSCRIPTION ADD-ON: 9/12/25 - 1/21/26 156175 PEN MEDIA CIT Y COUNCIL & PLANNING COMMISSION MEETINGS VIDEO SERVICES: JULY & AUGUST 2025
156176 PENINSULA JEWISH COMMUNITY CENTER FY25/26 NON-PROFIT FUNDING CONTRIBUTION 156177 PHILIP LIND PLANNING DEPOSIT REFUND
156178 PHOEBE VENKAT EMPLOYEE REIMBURSEMENT: SILICON VALLEY BIKE SUMMIT TICKET 8/28/25
156179 PITNEY BOWES INC. POSTAGE METER RENTAL
156180 POLY-AM CONST RUCTION ENCROACHMENT DEPOSIT REFUND 156181 PREFERRED ALLIANCE "DOT" COMPLIANCE EXPENSE - AUGUST 2025 156182 PRUDENTIAL CLEANROOM SERVICES TOWEL/UNIFORM LAUNDRY SERVICES 156183 RAN LIN PLANNING DEPOSIT REFUND
156184 RESTORATION FIRST RESPONDER NETWORK PD COUNSELING SERVICES 156185 RINCON CONSULTA NTS, INC. GENERAL PLAN PARKS & OPEN SPACE AND CONSERVATION ELEMENT - PROFESSIONAL SERVICES:

JULY & AUGUST 2025
156186 ROADSAFE TRAFFIC SYSTEMS INC. MISCE LLANEOUS SUPPLIES - STREET PROGRAM 156187 RUFF RUFF POOP BAGS DOG POOP BAGS
156188 SAFETY-KLEEN SYSTEMS, INC AUTOMOTIVE FLUID WASTE 156189 SAN FRANCISCO PUBLIC UTILITIES COMMISSION DRINK WATER QUALITY TESTING 156190 SFPUC - WATER WATER PURCHASE: 8/13/25-9/11/25
156191 SAN MATEO CO CONTROLLER'S OFFICE PARKI NG CITATION PROCESSING - AUGUST 2025 156192 COUNTY OF SAN MATEO CA LAW ENFORCEMENT TELECOMMUNICATIONS SYSTEM ACCESS: AUGUST 2025
156193 SAN MATEO CONSOLIDATED FIRE FIRE PLAN REVIEW FEES COLLECTED ON BEHALF OF SMC FIRE - AUGUST 2025
156194 SAN MATEO CO NARCOTICS TASK FORCE NARCOTICS JPA CONTRIBUTIONS FY25/26 156195 SAN MATEO COUNTY SHERIFF'S OFFICE CRIME LAB FEES 156196 SAN MATEO LAWN MOWER SHOP EQUIPMENT PARTS - VEHICLE PROGRAM 156197 SAN MATEO-FOSTER CITY SCHOOL DIST. CL ASSROOM AND FACILITY USE AT AUDUBON AND FOSTER CITY ELEMENTARY SCHOOL: 8/27/2025 -
10/29/2025
156198 SERVICE PRESS INC. CFC LE TTERHEAD FOR CORP YARD 156199 SOUTH BAY REGIONAL PUBLIC SAFETY TRAINING

CONSORTIUM
BASIC POLICE ACADEMY #184 FOR 5 POLICE

EMPLOYEES
156200 DEPARTMENT OF JUSTICE F INGERPRINTING SERVICES
9/30/2025 147.74
9/30/2025 55.53
9/30/2025 200.00
9/30/2025 232.00
9/30/2025 248,214.84
9/30/2025 3,455.16
9/30/2025 9,650.00
9/30/2025 109.00
9/30/2025 469.76
9/30/2025 3,510.00
9/30/2025 253.01
9/30/2025 136,625.09
9/30/2025 2,644.80
9/30/2025 4,814.00
9/30/2025 2,750.00
9/30/2025 1,522.50
9/30/2025 425.00
9/30/2025 236.25
9/30/2025 524.00
9/30/2025 282.10
9/30/2025 3,000.00
9/30/2025 338.00
9/30/2025 58.74
9/30/2025 99,250.28
9/30/2025 1,050.55
9/30/2025 4,015.13
9/30/2025 359.32
9/30/2025 3,446.50
9/30/2025 19,776.00
9/30/2025 1,116.20
9/30/2025 246.76
9/30/2025 42,865.00
9/30/2025 432.21
9/30/2025 1,065.00
9/30/2025 1,122,471.35
9/30/2025 5,742.00
9/30/2025 289.68
9/30/2025 21,245.00
9/30/2025 46,321.00
9/30/2025 730.00
9/30/2025 130.37
9/30/2025 467.00

9.1 Warrant Register Report FY 2025-2026 Number 10 - September 30, 2025

344

Prepared Date 9/30/2025 City of Foster City, CA
Accounts Payable Check Register

Page 4 ends

Accounting Period 2026/3
Report Number 10
Check Number Vendor Name DescriptionCheck Date Check Amount 156201 SWRCB-DWOCP DISTRIBUTION CERTIFICATION REQUEST FOR PUBLIC

WORKS EMPLOYEE
156202 TAIT ENVIRONMENTAL SERVICES INC CIP700: FUEL SYSTEMS IMPROVEMENTS - ENGINEERING DESIGN SERVICES: JULY & AUGUST 2025
156203 TELECOMMUNICATIONS ENGINEERING

ASSOCIATES

RADIO EQUIPMENT FEES
156204 THE FOSTER CITY CHAMBER FOUNDATION FY 25/26 NON-PROFIT FUNDING CONTRIBUTION 156205 THE PERMANENTE MEDICAL GROUP I NC. OCCUPATIONAL HEALTH SERVICES 156206 THERESA LAU CLASS REFUND: MATH OLYMPIAD: ESSENTIALS 156207 TIRRELL KANG VISION REIMBURSEMENT
156208 TOWNE FORD SALES AUTO PARTS
156209 TURBO DATA SYSTEM, INC. CITATION PROCESSING - AUGUST 2025 156210 UNDERGRO UND REPUBLIC WATER WORKS MISCELLANEOUS SUPPLIES - WATER AND STREET

PROGRAM
156211 WE GO LOGO L OGO JACKETS FOR VEHICLE STAFF AND GAVEL PLAQUE FOR 2025 PARKS & RECREATION COMMITTEE
CHAIR
156212 WEST COAST CODE CONSULTANTS, INC CIP678 - RECREATION CENTER REPLACEMENT PROJECT - PLAN REVIEW SERVICES: AUGUST 2025
156213 WILSEY HAM CIP707: PD SECURITY GATE AND RS2025-0001 - PROFESSIONAL SERVICES: AUGUST 2025
156214 YIFAN LIU PLANNING DEPOSIT REFUND
156215 ZNZ CONSTRUCTIO N INC. POLICE DEPARTMENT KITCHEN & BATHROOM PROJECT: COUNTERTOP AND TILE WORK
9/30/2025 2,115.50
9/30/2025 2,500.00
9/30/2025 449.00
9/30/2025 60.00
9/30/2025 17,312.75
9/30/2025 76.11
9/30/2025 9,883.05
9/30/2025 1,281.23
9/30/2025 352.92
9/30/2025 200.00
9/30/2025 410.09
9/30/2025 51,600.00
3,934,400.03
Submitted for Information:
____________________________________________
Nate Cruz, Finance Director/City Treasurer
CHECKS ON THIS REGISTER PROCESSED AND MAILED ON SEPTEMBER 30, 2025 9/30/2025 295.00
9/30/2025 20,868.75
9/30/2025 31.77

9.1 Warrant Register Report FY 2025-2026 Number 10 - September 30, 2025

345

Prepared Date 10/3/2025 City of Foster City, CA
Accounts Payable Check Register

Page 1 ends

Accounting Period 2026/4
Report Number 11
ACH Date ACH Vendor Name Description
10/3/2025 ACH WILLIAM CLARK LONGEVITY 09/16/2025-10/15/2025 210.00 10/3/2025 ACH BARBARA SCHUTZ LONGEVITY 09/16/2025-10/15/2025 200.00 10/3/2025 ACH DAVID VILLANUEVA LONGEVITY 09/16/2025-10/15/2025 200.00 10/3/2025 ACH MOSHE JOSHUA LONGEVITY 09/16/2025-10/15/2025 275.00 10/3/2025 ACH GLENN WILSON LONGEVITY 09/16/2025-10/15/2025 140.00 10/3/2025 ACH ERIC EGAN LONGEVITY 09/16/2025-10/15/2025 210.00 10/3/2025 ACH DOUGLAS ESTILL LONGEVITY 09/16/2025-10/15/2025 350.00 10/3/2025 ACH THOMAS LINARI LONGEVITY 09/16/2025-10/15/2025 350.00 10/3/2025 ACH MONICA MEDRANO LONGEVITY 09/16/2025-10/15/2025 345.00 10/3/2025 ACH JOSEPH PIERUCCI LONGEVITY 09/16/2025-10/15/2025 140.00 10/3/2025 ACH BRIAN TIDWELL LONGEVITY 09/16/2025-10/15/2025 210.00 10/3/2025 ACH MICHAEL TOWNS LONGEVITY 09/16/2025-10/15/2025 350.00 10/3/2025 ACH CHARLES GOODWIN LONGEVITY 09/16/ 2025-10/15/2025 350.00 10/3/2025 ACH KENNKETH LAMBRO LONGEVITY 09/16/2025-10/15/2025 350.00 10/3/2025 ACH MOHAMMAD ASLAM LONGEVITY 09/16/2025-10/15/2025 345.00 10/3/2025 ACH KRAIG WHITNEY LONGEVITY 09/16/2025-10/15/2025 350.00 10/3/2025 ACH ALBERT PIACENTE LONGEVITY 09/16/2025-10/15/2025 350.00 10/3/2025 ACH STEVEN ARCHER LON GEVITY 09/16/2025-10/15/2025 140.00 10/3/2025 ACH JOBEE FARRER LONGEVITY 09/16/2025-10/15/2025 275.00 10/3/2025 ACH DANIEL STRAMBI LONGEVITY 09/16/2025-10/15/2025 350.00 10/3/2025 ACH LWP CLAIMS SOLUTIONS MONTHLY ADMIN FEE: OCTOBER 2025 6,583.33 10/3/2025 ACH LWP CLAIMS SOLUTIONS (TRUST) PAYMENT TO LWP TRUST ACCOUNT FOR

WORKER'S COMP
52,365.92
64,439.25
Amount
Submitted for Information:
____________________________________________
Nate Cruz, Finance Director/City Treasurer
ACH ON THIS REGISTER PROCESSED ON OCTOBER 3, 2025

9.1 Warrant Register Report FY 2025-2026 Number 11A - October 3, 2025

346

Foster City City CouncilOctober 20, 2025

Foster City City Council
October 20, 2025