Hanford City Council
August 19, 2025

Special Conditions Division III - Page SC-6
certain hauling routes as shown on the Construction Safety and Phasing Plan (CSPP). The road will be open to the Contractor at all times throughout construction. Portions of the road referred to in this paragraph consist of unimproved ground. If the Contractor should find that it is desirable to improve this road, he may do so but will receive no payment for any improvements which he may make. It shall be the responsibility of the Contractor to provide adequate safeguards, including flaggers, so that the operation of the Airport will not be hindered. In addition, it shall be the responsibility of the Contractor to repair any damage caused by his equipment to these paved areas. Vehicle loads shall not exceed legal highway load limits.

Access to the work area will be from Hanford Armona Road to Foggy Bottom Road. The Contractor shall obtain all necessary permits to enter the work areas from public roads and shall provide the necessary signs, marking and flaggers to protect the public in these areas. The Contractor shall grade, maintain, and control dust on these haul roads during use.

After the contractor completes the project, the haul road and contractor’s storage area shall be returned to the condition that existed prior to start of the project.

(13) CONTRACTOR'S STORAGE AND STAGING AREA

The proposed location has been shown on the Construction Safety and Phasing Plan and the Barricade Plan for the Contractor's storage and staging area. This area may be used for temporary stockpiles.

It shall be the responsibility of the Contractor to determine the availability of water, power, gas, and electricity for this area. He shall make all necessary arrangements to provide these services to meet his requirements.

The Contractor shall provide toilet facilities for his personnel in this area. Such facilities shall conform to the requirements of the Kings County Health Department. Airport office toilet facilities shall not be used by the Contractor.

At completion of the contract, the Contractor shall remove all plant, equipment, stockpiles, etc., from the work area. Contractor shall restore all storage and office areas and service roads to the original condition prior to any work in the area. Existing marking will be remarked if damaged. Contractor shall not receive any separate payment for any of this restoration or clean up.

(14) WATERING

Water, when required, shall be applied at the locations, in the amounts, and during the hours, including nights, as directed by the RPR. Water for purposes of this contract shall be furnished by the Contractor.

Conveyance of water to the points of usage shall be the Contractor's responsibility. Contractor shall supply necessary hoses to supply his requirements. The equipment used for watering shall be of ample capacity and of such design as to assure uniform application of water in the amounts directed by the Engineer.

The Contractor shall obtain all permits and pay all fees as required for the development of the water supply.

No separate payment shall be made for watering, but it shall be considered as a subsidiary obligation of the Contractor covered under the respective items of work.

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(15) MARKING OF CONSTRUCTION EQUIPMENT.

All construction equipment shall display orange and white checkered flags, 3'x3'. These flags shall be so located on the equipment as to be plainly visible to all aircraft and vehicles. No equipment shall be parked on or over the paved area of the airfield or within the runway protection zone. Parking areas for equipment will be designated by the RPR.

During any night work all equipment shall use flashing amber beacons located in clearly visible locations.

(16) AIRCRAFT RIGHT OF WAY AND ACCESS

Aircraft shall at all times have the right of way. Aircraft shall have access to all airport facilities at all times except for the areas on which construction operations are being performed as outlined in Article (11) of these Special Conditions. All aircraft shall at all times be protected from all equipment, materials, and dust.

Contractor will be required to initiate effective dust control measures as needed at no additional cost to Owner.

The airport Owner will provide a qualified flagger to monitor Airport frequency 122.800 MHz and observe aircraft operations during the construction of this project.

Contractor shall provide a qualified flagger who will have a working two-way radio tuned to Unicom frequency 122.800 to control contractor’s personnel and equipment. Contractor’s qualified flagger shall complete training course provided by the Airport and shall be approved by the Airport.

(17) PROTECTION OF CABLES, CONTROLS, NAVAIDS AND WEATHER BUREAU FACILITIES.

Due to the critical nature of certain utilities to the operation of the Airport, the following Special Provisions for Protection of Cables, Controls, and Navaids shall apply:

The Contractor is hereby informed that there are installed on the Airport certain structural facilities served by underground cable and other electric power cables serving other facilities. Such facilities and electric cables must be fully protected during the entire construction time. Work under this contract can be accomplished in the vicinity of these facilities and cables only at approved periods of time. Approval is subject to withdrawal at any time because of changes in weather, emergency conditions on the existing airfield areas, anticipation of emergency conditions, and for any other reason determined by the RPR acting under the orders and instructions of the airport management. Any instructions to the Contractor to clear any given area, at any time, by the RPR or Airport Management (by radio or other means) shall be immediately executed.

Construction work shall be commenced in the cleared area only when additional instructions are issued by the proper authorities.

Power and control cables leading to and from any facilities will be marked in the field by the RPR for the information of the Contractor before any work in their general vicinity is started. Thereafter, through the entire time of this construction, they shall be protected from any possible damage, including crossing with unauthorized equipment, etc.

These special provisions intend to make perfectly clear the need for protection of cables and other electrical facilities by this Contractor at all times.

The Contractor shall immediately repair, with identical material by skilled workmen, any underground cables serving airport facilities which are damaged by his workmen, equipment, or work. Prior approval of the RPR or of the representative designated by Airport Management must be obtained for the materials, workmen,

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time of day or night, and for the method of repairs for any temporary or permanent repairs the Contractor proposes to make to any airport facilities and cables damaged by this Contractor.

It is recognized that the Owner will incur costs for employees' salaries, engineering fees and otherwise in connection with the damage, inspection and repair of any such damage caused by the Contractor; and consequently that the Owner may incur loss of income by reason of the diversion of aircraft traffic from the airport resulting from interruption of the use of airport facilities; and that such expenses and loss of income are not measurable now and may not be reasonably ascertainable at the time of any i ncident caused by the Contractor. The Owner and the Contractor hereby agree to the assessment of liquidated damages in lieu of such expenses or other damages incurred by the Owner. In addition to the obligation of the Contractor to immediately repair any cables or facilities damaged by the Contractor as set forth above, the sum of $300 shall be deducted from any money due the Contractor; or if no money is due the Contractor, the Owner shall have the right to recover said sum or sums from the Contractor, from the surety, or from both. The amount of these deductions is not considered a penalty.

(18) AIRPORT SECURITY.

During the course of the contract, the Contractor shall be responsible for maintaining security against unauthorized access to the Airport Operations Areas. The Contractor will be held responsible for any fines, damages, or civil penalties filed against the Owner for the Contractor's failure to maintain the regulations set forth herein.

In accordance with the requirements of the Federal Aviation Administration as set forth in FAR 107.11(F), the Contractor shall take all steps necessary to assure Owner that the backgrounds of all employees have been checked to the extent necessary to assure that permitting them unescorted access to any area on the airport controlled for security reasons is appropriate. This background check, to the extent allowable by law, shall include at a minimum references and prior employment histories to the extent necessary to verify representations made by the employee relating to employment in the preceding 5 years.

All equipment, vehicle and personnel travel shall be restricted to designated work sites.

Only vehicles used for construction purposes shall enter the work boundaries. Contractor personnel may, however, be allowed to park their personal vehicles within a designated staging area. All vehicles shall have identifying markings on them which show that they are authorized on the Airport. All personnel working on the airport shall wear identification such as badges or hard hats with contractor's logo to show that they are authorized on the airport.

All security measures must be coordinated with Airport Management and the RPR and must be approved prior to implementation.

During night operations, each vehicle entering the air operations area shall be equipped with amber flashing light mounted on the roof of the cab. Headlights, taillights, and flashers shall be used for all activities during these hours.

Only Contractor and subcontractor employees are permitted in the work sites. They must enter and exit the airport areas restricted to public access and airport operations area only through the designated Contractor gate. The gate used by the Contractor shall remain closed at all times except when authorized equipment is actually entering the airport or gate is continuously guarded to keep unauthorized personnel and wildlife from entering the airport.

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In the event of an emergency, personnel and equipment shall be moved immediately at the direction of Airport Management or the RPR.

(19) AVIATION SAFETY REQUIREMENTS DURING CONSTRUCTION (AC 150/5370-2G) An Airport Construction Safety and Phasing Plan (CSPP) has been prepared to outline all safety issues related to the proposed construction. This CSPP is included in these specifications as Appendix A.

The Contractor will be required to submit all reports designated in the CSPP and implement all safety measures set forth in this plan.

A. SAFETY PLAN COMPLIANCE DOCUMENT – At the Preconstruction Conference the Contractor shall submit a Safety Plan Compliance Document (SPCD) detailing how he/she will comply with the Construction Safety and Phasing Plan (CSPP). The SPCD should include a general statement by the construction contractor that he/she has read and will abide by the CSPP.

In addition, the SPCD must include all supplemental information that could not be included in the CSPP prior to the contract award. The contractor statement should include the name of the contractor, the title of the project CSPP, the approval date of the CSPP, and a reference to any supplemental information (that is, “I , Name of Contractor , have read the Title of Project CSPP, approved on Date , and will abide by it as written and with the following additions as noted:”).

The supplemental information in the SPCD should be written to match the format of the CSPP indicating each subject by corresponding CSPP subject number and title. If no supplemental information is necessary for any specific subject, the statement, “No supplemental information,” should be written after the corresponding subject title. The SPCD should not duplicate information in the CSPP.

This SPCD shall be submitted to the Owner for approval prior to start of construction and shall include the following:

(1) Coordination. Discuss details of proposed safety meetings with the airport operator and with contractor employees and subcontractors.

(2) Phasing. Discuss proposed construction schedule elements, including:

(a) Duration of each phase.
(b) Daily start and finish of construction, including “night only” construction. (c) Duration of construction activities
i. Normal runway operations.
ii. Closed runway operations
iii. Modified runway “Aircraft Reference Code” usage.

(3) Areas and operations affected by the construction activity. These areas and operations should be identified in the CSPP and should not require an entry in the SPCD.

(4) Protection of NAVAIDs. Discuss specific methods proposed to protect operating NAVAIDs.

(5) Contractor access. Provide the following:

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(a) Details on how the contractor will maintain the integrity of the airport security fence (gate guards, daily log of construction personnel, and other). (b) Listing of individuals requiring driver training (for certificated airports and as requested).
(c) Radio communications.
(i) Types of radios and backup capabilities.
(ii) Who will be monitoring radios.
(iii) Whom to contact if the Owner cannot reach the contractor’s designated person by radio.

(d) Details on how the contractor will escort material delivery vehicles.

(6) Wildlife management. Discuss the following:
(a) Methods and procedures to prevent wildlife attraction. (b) Wildlife reporting procedures.

(7) Foreign Object Debris (FOD) management. Discuss equipment and methods for control of FOD, including construction debris and dust.

(8) Hazardous material (HAZMAT) management. Discuss equipment and methods for responding to hazardous spills.

(9) Notification of construction activities. Provide the following:
(a) Contractor points of contact.
(b) Contractor emergency contact.
(c) Listing of tall or other requested equipment proposed for use on the airport and the timeframe for submitting 7460- 1 forms not previously submitted by the airport operator.
(d) Batch plant details, including 7460-1 submittal.

(10) Inspection requirements. Discuss daily (or more frequent) inspections and special inspection procedures.

(11) Underground utilities. Discuss proposed methods of identifying and protecting underground utilities.

(12) Penalties. Penalties should be identified in the CSPP and should not require an entry in the SPCD.

(13) Special conditions. Discuss proposed actions for each special condition identified in the CSPP.

(14) Runway and taxiway visual aids. Including marking, lighting, signs, and visual NAVAIDs. Discuss proposed visual aids including the following:

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(a) Equipment and methods for covering signage and airfield lights. (b) Equipment and methods for temporary closure markings (paint, fabric, other). (c) Types of temporary Visual Guidance Slope Indicators (VGSI).

(15) Marking and signs for access routes. Discuss proposed methods of demarcating access routes for vehicle drivers.

(16) Hazard marking and lighting. Discuss proposed equipment and methods for identifying excavation areas.

(17) Protection of runway and taxiway safety areas. including object free areas, obstacle free zones, and approach/departure surfaces. Discuss proposed methods of identifying, demarcating, and protecting airport surfaces including:
(a) Equipment and methods for maintaining Taxiway Safety Area standards. (b) Equipment and methods for separation of construction operations from aircraft operations, including details of barricades.

(18) Other limitations on construction should be identified in the CSPP and should not require an entry in the SPCD.

B. GENERAL SAFETY REQUIREMENTS

Throughout the construction project, the following safety and operational practices should be observed:
• Operational safety should be a standing agenda item during progress meetings throughout the construction project.
• The contractor and airport operator shall perform onsite inspections throughout the project, with immediate remedy of any deficiencies, whether caused by negligence, oversight, or project scope change.
• Airport runways and taxiways remain in use by aircraft to the maximum extent possible • Aircraft use of areas near the contractor’s work will be controlled to minimize disturbance to the contractor’s operation.
• Contractor, sub-contractor, and supplier employees or any other unauthorized persons must be restricted from entering or remaining in airport area that would be hazardous. • Construction that is within the safety area of an active runway, taxiway, or apron that is performed under normal operational conditions must be performed when the runway, taxiway, or apron is closed or restricted and initiated only with prior permission from the airport operator.
• The contracting officer, airport operator, or other designated airport representative may order the contractor to suspend operations; move personnel, equipment, and materials to a safe location; and stand by until aircraft use is completed.

C. CONSTRUCTION MAINTENANCE AND FACILITIES MAINTENANCE

Before beginning any construction activity, the contractor must, through the airport operator, give notice (using the Notice to Airmen (NOTAM) System) of proposed location, time, and date of commencement of construction. Upon completion of work and return of all such areas to standard conditions, the contractor must, through the airport operator, verify the cancellation of all notices

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issued via the NOTAM System. Throughout the duration of the construction project, the contractor must:
• Be aware of and understand the safety problems and hazards described in AC 150/5370- 2, Operational Safety on Airports During Construction.
• Conduct activities so as not to violate any safety standards contained in AC 150/5370-2 or any of the references therein.
• Inspect all construction and storage areas as often as necessary to beware of conditions. • Promptly take all actions necessary to prevent or remedy any unsafe or potentially unsafe conditions as soon as they are discovered.

D. APPROACH CLEARANCE TO RUNWAYS

Runway thresholds must provide an unobstructed approach surface ratio over equipment and materials.

E. RUNWAY AND TAXIWAY SAFETY AREA (RSA and TSA)

A runway must be closed if construction activity will occur within the RSA. Construction activity within the TSA/obstacle-free zone is permissible when the taxiway is open to aircraft traffic if adequate wingtip clearance exists between the aircraft and eq uipment/material; excavations, trenches, or other conditions are conspicuously marked and lighted; and local NOTAMs are in effect for the activity.

(1) Procedures for protecting runway edges
• Limit construction to no closer than 60 feet from the runway centerline, unless the runway is closed or restricted to aircraft operations requiring lesser standard RSA that is equal to the RSA available during the construction.
• Prevent personnel, material, and/or equipment from penetrating OFZ. • Coordinate construction activity with the Airport Manager, FAA Regional Airports Office, or Airports District Office and through the airport operator issue an appropriate NOTAM.

Runway
Aircraft Approach
Category
Airplane Design
Group
RSA Width in Feet
Divided by 2
14-32 B II 75

(2) Procedure for Protecting Runway ends
• Maintain the RSA from the runway threshold to a point at least the distance from the runway threshold as existed before construction activity, unless the runway is closed or restricted to aircraft operations requiring a RSA that is equal to the RSA length available during construction. This may involve the use of declared distances and partial runway closures.
• Ensure all personnel, materials, and/or equipment are clear of the applicable threshold sitting criteria surface as defined in Article 303, “Runway End Siting Requirements,” of AC 150/5300-13A.

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• Prevent personnel, material and/or equipment, from penetrating the OFZ. • Ensure adequate distance for blast protection is provided, as needed. • Coordinate construction activity with Airport Management, FAA Regional Division Office, and, through the airport operator, issue an appropriate NOTAM.

Runway
End
Number
Airplane
Design Group
Aircraft
Approach
Category
Minimum Safety
Area Behind
Threshold
Minimum
Unobstructed
Approach Slope
14 B II 300 20:1
32 B II 300 20:1

F. CLOSED RUNWAY MARKINGS AND LIGHTING

Closed runway marking is not required during the construction of this project.

G. HAZARDOUS AREA MARKING AND LIGHTING

Hazardous areas will be marked with barricades as shown on the plans. The markings restrict access and make hazards obvious to aircraft, personnel, and vehicles. During periods of low visibility and at night, identify hazardous areas with suitable lighted barricades with flashing red lights having at least five (5) candelas effective intensity for night marking. The hazardous area marking and lighting shall be supplied by the contractor, and are depicted on the plans. There will be no separate payment for hazardous area marking and lighting.

H. VEHICLE OPERATION MARKING AND CONTROL

(1) When any vehicle, other than one that has prior approval from the airport operator, must travel over any portion of an aircraft movement area, it shall be properly identified. To operate in those areas during daylight hours, the vehicle must have a flag or beacon attached to it. Any vehicle operating on the movement areas during hours of darkness or reduced visibility shall be equipped with a flashing dome type light, the color of which is in accordance with local or state codes.

(2) It may be desirable to clearly identify the vehicles for control purposes by either assigned initials or numbers that are prominently displayed on each side of the vehicle. The identification symbols should be a minimum 8-inch, block-type characters of a contrasting color, and easy to read. They may be applied either by using tape or a water-soluble paint to facilitate removal. Magnetic signs are also acceptable. In addition, all vehicles must display identification media as specified in the approved security plan.

(3) Employee parking shall be as shown on the Construction Safety and Phasing Plan and designated by the RPR.

(4) Access to the job site shall be as shown on the Construction Safety and Phasing Plan and as designated by the RPR.

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I. NAVIGATIONAL AIDS

The Contractor must not conduct any construction activity within navigational aids’ restricted areas without prior approval from the Owner. Navigational aids include the wind cone, beacon, and the PAPIs on Runway 14 and Runway 32. Such restricted areas are depicted on construction plans. The navigational aids will remain operational during the construction of this project.

J. LIMITATIONS ON CONSTRUCTION

Additional limitations on construction shall include:
(1) Prohibit open -flame welding or torch cutting operations unless adequate fire safety precautions are provided and these operations have been authorized by the RPR. (2) Prominently mark open trenches, excavations, and stockpiled materials at the construction site with alternating orange and white flags and light these obstacles during hours of restricted visibility and darkness.
(3) Marking and lighting of closed, deceptive, and hazardous areas on airports, as appropriate. (4) Constrain stockpiled material to prevent its movement as a result of the maximum anticipated aircraft blast and forecast wind conditions.

K. RADIO COMMUNICATIONS

Vehicular traffic located in or crossing an active movement area must have a working two-way radio in contact with the local Unicom frequency (122.800 MH) and be escorted by a flag person (in radio contact with Unicom). The driver, through personal observation, should confirm that no aircraft is approaching the vehicle position. Construction personnel may operate in a movement area without two-way radio communication provided a NOTAM is issued closing the area and that the area is properly marked to prevent incursions. Contractor shall monitor Unicom radio on frequency 122.800. Continuous monitoring is required.

L. DEBRIS

Waste and loose material must not be placed in active movement areas. Materials tracked onto these areas must be removed continuously during the work project.

(20) PRECONSTRUCTION CONFERENCE

After full execution of the construction contract by the contractor, and prior to the issuance of a Notice to Proceed, the RPR will schedule a preconstruction conference to review the project with the Contractor and the City, as applicable. The Contractor’s representatives at this meeting shall include all upper -level superintendents for the work and may include major subcontractors.

During the meeting, the contractor shall submit to the Engineer:

a) The Contractor’s emergency telephone number and the name of the Contractor’s emergency contact person
b) Construction schedule.
c) Safety Plan Compliance Document.

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Construction on this project cannot begin until these submittals have been reviewed and approved.

(21) SUBMITTALS AND/OR SHOP DRAWINGS.

a) The specifications indicate the desired equipment and materials as to type and quality.

Wherever proprietary names are listed in these specifications, it shall be interpreted that the words "or approved equal" follow, unless otherwise specified. The words "or approved equal" shall be interpreted as meaning equal in every respect as determined by the RPR.

b) Prior to or at the Preconstruction Conference, the Contractor shall submit to the RPR for approval a complete list of all equipment and materials intended to be used on the job. The list shall include the following information for each item.

Name of Item
Specifications Number (If Any)
Manufacturer's Name
Manufacturer's Catalog Number
Size, Type and Rating

At the Preconstruction Conference or two weeks prior to construction, whichever is greater, the Contractor shall submit to the RPR for approval the following:

Construction Schedule
Safety Plan Compliance Document

Construction on this project cannot begin until these submittals have been reviewed and approved.

c) Prior to or at the Preconstruction Conference, the Contractor shall submit to the RPR for approval a Schedule of Values for all Lump Sum items included in the contract. This schedule shall include the item, description, total contract amount, and scheduled payment amounts.

The schedule shall be made out in such form as the Airport, RPR, and Contractor may agree upon and be supported by evidence as to its correctness. This schedule, when approved by the Airport and the RPR, will be used as the basis for making progress payments on all lump sum items, except for those that that have a payment schedule stipulated in their respective specification sections. The Contractor shall take note of the schedules of partial payments that are included in Item C-105, Mobilization, and Item C-106, Marking and Lighting of Closed Airport Facilities.

d) Within five (5) calendar days after RPR's approval of the equipment and materials list, the Contractor shall submit to the RPR for written approval copies of all shop drawings and all equipment and materials submittals. The shop drawings and equipment/materials submittals shall be complete showing all details.

e) The Contractor shall review and sign all shop drawings prior to submitting same for RPR's approval. All shop drawings received without the Contractor's signature will be subject to return without review or comment.

It shall be the responsibility of the Contractor to specifically point out any variation or discrepancy between the shop drawings or manufacturers' instructions he submits and the Contract Documents. Failure by the Contractor to identify in his letter of transmittal any

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variation, discrepancy, or conflict with the contract drawings may result in the shop drawing or submittal being returned to the Contractor for resubmittal.

f) The shop drawings shall show completely the work to be done, but approval by the RPR shall not be construed as waiving any of the requirements of the contract and particularly shall not be construed as relieving the Contractor of full responsibility for fitting his equipment in the spaces provided; or from responsibility to fulfill the contract at no extra cost to the Owner, within the completion time.

g) The Contractor shall submit electronic copies of all shop drawings and equipment and materials submittals. Fax submittals will only be acceptable as preliminary submittals and are to be followed up with hard copies. Electronic submittals shall be legible.

(22) SUBMITTAL AND SHOP DRAWING APPROVALS.

The RPR will review all submittals and shop drawings and return them to the Contractor. If the Contractor's submittal or shop drawings are incomplete or the product submitted does not meet specification requirements, the RPR will reject the submittal or shop drawing and the Contractor will be required to resubmit.

Resubmittals shall address all comments from the RPR. Partial resubmittals may be returned without action.

The review of the first submittal and one resubmittal on any item will be made by the RPR at no cost to the Contractor. The Contractor will be charged for and shall reimburse the Owner for the RPR's costs of reviewing the second and each subsequent resubmittal. The RPR's costs will be charged to the Owner and deducted from the Contractor's progress payments.

(23) VIDEOTAPING

A minimum of one (1) week prior to start of construction, the Contractor shall have video taken where construction is to take place. Such video records/documentation shall be provided to the RPR before construction commences. These videos shall be narrated and shall serve as a record of existing conditions for disputes arising from restoration, and should therefore be taken along the line of construction and site access and staging areas at sufficient detail and in color as necessary to clearly depict details of existing conditions. All videos shall be indexed and catalogued in such a manner that each photographed area is readily identifiable, and shall also indicate the date and time (hour, minutes, and seconds) on which the video was made. The Contractor shall also have video taken of any unusual conditions encountered during construction that are not already a matter of photographic record. In any areas where existing conditions cannot be determined by means of video, the area shall be restored as approved by the RPR at Contractor’s expense. All video shall become the property of the Owner.

No separate payment will be made for video documentation.

(24) CONSTRUCTION MANAGEMENT PLAN

There will be no formal Quality Control (QC) Program required of the Contractor during the construction of this project. The Owner is responsible for Quality Assurance (QA) to confirm that all work has been performed in accordance with the plans and specifications. The Contractor is encouraged to provide quality control on all materials and construction operations to assure quality materials and conformance with specifications. A Required Submittals List has been included in these specifications in Appendix B.

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(25) WORKMANSHIP.

All work shall be performed by competent personnel under the direction of a qualified project superintendent who shall be the representative of the Contractor. Work performed shall meet the workmanship standards for the trade involved. All materials and equipment installed by the Contractor shall be new, of suitable quality, and conform to all Specifications and/or Drawings. The use of other than new materials or equipment is not acceptable without the written consent of the CITY and will include a mutually agreeable cost reduction.

(26) CONTRACTOR'S RECORD DRAWINGS.

Contractor shall be provided one extra set of working plans and specifications which Contractor shall keep at the site of the work at all times. The following information shall be inserted and dimensioned on said drawings and specifications, in RED by the Contractor: The exact location of all installations in their finished condition, including all electrical installations; all changes in construction, materials and installed equipment; adequate dimensional data, both horizontal and vertical, to al low lo cation of covered installations; the identification of changes authorized by change order, and the number of that change order. Upon completion of the work, said drawings and specifications shall be returned to the Design Engineer prior to the final payment.

Drawings shall be subject to the inspection of the RPR at all times and shall be kept current weekly with all work instructions, change orders, and construction adjustments shown thereon and initialed by the Inspector.

Progress payments or portions thereof may be withheld if drawings are not maintained as stated above.

At the final inspection the contractor shall submit record drawings to the Inspector for review and comment by the RPR. The work will not be formally accepted until the record drawings are accepted by the RPR.

Prior to release of retainage by the Owner, the Contractor shall deliver to the Engineer the contractor’s set of marked-up drawings as identified above for the Engineer’s use in preparing the project record drawings.

(27) OPERATION AND MAINTENANCE MANUALS.

Not applicable.

(28) ANTI-TRUST ASSIGNMENT.

By execution of the Contract Documents, or any subcontract awarded by the Contractor, the Contractor or any subcontractor offers and agrees to assign and hereby does assign to the City all rights, title, and interest in and to all causes of action such Contractor or subcontractor may have under Section 4 of the Clayton Act (15 USC Section 15) or under the Cartright Act (Chapter 2 of Part 2 of Division 7 of the Business and Professions Code, commencing with Section 16700), arising from purchases of goods, s ervices, or materials pursuant to this public works contract or subcontract. This assignment shall be made and shall become effective upon execution of the contract.

(29) CONTRACTOR NOT AGENT, NOR EMPLOYEE.

Neither the Contractor nor any subcontractor, or any officer, agent, or employee of either, is, nor shall they represent themselves to be, an officer, agent, or employee of the City for any purpose whatsoever.

No person employed by the Contractor, or by any subcontractors, are, nor shall they be construed to be, in any manner or for any purpose whatsoever, employees of the City.

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(30) CONTRACTOR'S GUARANTEE

The Owner shall not, in any way or manner, be answerable or suffer loss, damage, expense or liability for any loss or damage that may happen to any building, work or equipment or any part thereof, or in, on, or about the same during its construction and before acceptance. Contractor unqualifiedly guarantees the first- class quality of all workmanship and of all materials, apparatus and equipment used or installed by him or by any subcontractor or supplier in the project which is the subject of this Contract , unless a lesser quality is expressly authorized in the Plans and Specifications, in which event Contractor shall conform with the Plans and Specifications or any written authorized deviation therefrom. In case of any defect in work, materials, apparatus or equipment, whether latent or patent, revealed to Owner within one (1) year of the date of acceptance of completion of this Contract by the Owner, the Contractor shall forthwith remedy such defect or defects without cost to the Owner.

(31) COORDINATION MEETING

In order to coordinate the work, a weekly meeting will be held at the Hanford Municipal Airport.

The time of this meeting will be at the time initially agreed to by the Owner , the RPR, and the Contractor after the start of construction. The Contractor's superintendent must attend these meetings.

At this weekly meeting the Contractor shall submit in writing an updated progress report for the total work and a schedule defining the work for the following week. Except for emergencies or unforeseen circumstances, this schedule shall be followed.

(32) EXISTING CONDITIONS

Test borings and test pits have been excavated at various locations on the airport only and the results of these tests are available for inspection from the Owner and/or the Design Engineer. These borings show the conditions prior to the start of any construction on the airport property. The Owner and Engineer assume no responsibility for the accuracy of the data presented. The contractor shall be responsible for obtaining and verifying any and all soils and subsoil data required to prepare his bid.

The Contractor shall be fully responsible for handling any water or water-related problems that may arise during the construction of this project without additional compensation over and above that provided for in the unit prices bid.

(33) DETERMINATION OF IN-PLACE DENSITY

Where the determination of in-place dry density for soil or aggregate materials is required, the Owner may determine the in-place density by the use of Nuclear Testing equipment or by the Sand Cone Method.

This testing for density shall conform to ASTM Designation D 6938, “In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth)”; and the testing for determination of moisture content shall conform to ASTM Designation D 3017, “Moisture Content of Soil and Soil Aggregate in Place by Nuclear Methods (Shallow Depth)” or ASTM Designation D 1556, “Test for Density of Soil In Place by the Sand Cone Method”.

In case of dispute in determination of the in -place dry density, the dry density as determined in accordance with ASTM Designation D 1556, “Test for Destiny of Soil In Place by the Sand Cone Method,” shall govern.

Special Conditions Division III - Page SC-19
** END OF SECTION **

APPENDIX A

CONSTRUCTION SAFETY AND PHASING PLAN (CSPP)

12/13/2017 AC 150/5370-2G
Appendix C
C-1
APPENDIX C. SAFETY AND PHASING PLAN CHECKLIST
This appendix is keyed to Chapter 2. In the electronic version of this AC, clicking on the paragraph designation in the Reference column will access the applicable paragraph. There may be instances where the CSPP requires provisions that are not covered by the list in this appendix.

This checklist is intended as an aid, not a required submittal.

Table C-1. CSPP Checklist
Coordination Reference Addressed? Remarks
Yes No NA
General Considerations
Requirements for predesign, prebid,
and preconstruction conferences to
introduce the subject of airport
operational safety during construction
are specified.

2.5 Operational safety is a standing
agenda item for construction progress
meetings.

2.5 Scheduling of the construction phases
is properly addressed.

2.6 Any formal agreements are
established.

2.5.3 Areas and Operations Affected by Construction Activity Drawings showing affected areas are
included.

2.7.1 Closed or partially closed runways,
taxiways, and aprons are depicted on
drawings.

2.7.1.1 Access routes used by ARFF vehicles
affected by the project are addressed.

2.7.1.2 Access routes used by airport and
airline support vehicles affected by
the project are addressed.

2.7.1.3 Underground utilities, including
water supplies for firefighting and
drainage.

2.7.1.4

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Appendix C
C-2
Coordination Reference Addressed? Remarks
Yes No NA
Approach/departure surfaces affected
by heights of temporary objects are
addressed.

2.7.1.5 Construction areas, storage areas, and
access routes near runways, taxiways,
aprons, or helipads are properly
depicted on drawings.

2.7.1 Temporary changes to taxi operations
are addressed.

2.7.2.1 Detours for ARFF and other airport
vehicles are identified.

2.7.2.2 Maintenance of essential utilities and
underground infrastructure is
addressed.

2.7.2.3 Temporary changes to air traffic
control procedures are addressed.

2.7.2.4 NAVAIDs
Critical areas for NAVAIDs are
depicted on drawings.

2.8 Effects of construction activity on the
performance of NAVAIDS, including
unanticipated power outages, are
addressed.

2.8 Protection of NAVAID facilities is
addressed.

2.8 The required distance and direction
from each NAVAID to any
construction activity is depicted on
drawings.

2.8 Procedures for coordination with
FAA ATO/Technical Operations,
including identification of points of
contact, are included.

2.8, 2.13.1,

2.13.5.3.1,

2.18.1 Contractor Access
The CSPP addresses areas to which
contractor will have access and how

2.9

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Appendix C
C-3
Coordination Reference Addressed? Remarks
Yes No NA
the areas will be accessed.

The application of 49 CFR Part 1542
Airport Security, where appropriate,
is addressed.

2.9 The location of stockpiled
construction materials is depicted on
drawings.

2.9.1 The requirement for stockpiles in the
ROFA to be approved by FAA is
included.

2.9.1 Requirements for proper stockpiling
of materials are included.

2.9.1 Construction site parking is
addressed.

2.9.2.1 Construction equipment parking is
addressed.

2.9.2.2 Access and haul roads are addressed. 2.9.2.3
A requirement for marking and
lighting of vehicles to comply with
AC 150/5210-5, Painting, Marking
and Lighting of Vehicles Used on an
Airport, is included.

2.9.2.4 Proper vehicle operations, including
requirements for escorts, are
described.

2.9.2.5, 2.9.2.6
Training requirements for vehicle
drivers are addressed.

2.9.2.7 Two-way radio communications
procedures are described.

2.9.2.9 Maintenance of the secured area of
the airport is addressed.

2.9.2.10 Wildlife Management
The airport operator’s wildlife
management procedures are
addressed.

2.10

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Appendix C
C-4
Coordination Reference Addressed? Remarks
Yes No NA
Foreign Object Debris Management
The airport operator’s FOD
management procedures are
addressed.

2.11 Hazardous Materials Management
The airport operator’s hazardous
materials management procedures are
addressed.

2.12 Notification of Construction Activities
Procedures for the immediate
notification of airport user and local
FAA of any conditions adversely
affecting the operational safety of the
airport are detailed.

2.13 Maintenance of a list by the airport
operator of the responsible
representatives/points of contact for
all involved parties and procedures
for contacting them 24 hours a day,
seven days a week is specified.

2.13.1 A list of local ATO/Technical
Operations personnel is included.

2.13.1 A list of ATCT managers on duty is
included.

2.13.1 A list of authorized representatives to
the OCC is included.

2.13.2 Procedures for coordinating, issuing,
maintaining and cancelling by the
airport operator of NOTAMS about
airport conditions resulting from
construction are included.

2.8, 2.13.2,

2.18.3.3.9 Provision of information on closed or
hazardous conditions on airport
movement areas by the airport
operator to the OCC is specified.

2.13.2 Emergency notification procedures
for medical, fire fighting, and police

2.13.3

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Appendix C
C-5
Coordination Reference Addressed? Remarks
Yes No NA
response are addressed.

Coordination with ARFF personnel
for non-emergency issues is
addressed.

2.13.4 Notification to the FAA under 14
CFR parts 77 and 157 is addressed.

2.13.5 Reimbursable agreements for flight
checks and/or design and
construction for FAA owned
NAVAIDs are addressed.

2.13.5.3.2 Inspection Requirements
Daily and interim inspections by both
the airport operator and contractor are
specified.

2.14.1, 2.14.2
Final inspections at certificated
airports are specified when required.

2.14.3 Underground Utilities
Procedures for protecting existing
underground facilities in excavation
areas are described.

2.15 Penalties
Penalty provisions for noncompliance
with airport rules and regulations and
the safety plans are detailed.

2.16 Special Conditions
Any special conditions that affect the
operation of the airport or require the
activation of any special procedures
are addressed.

2.17 Runway and Taxiway Visual Aids - Marking, Lighting, Signs, and Visual NAVAIDs The proper securing of temporary
airport markings, lighting, signs, and
visual NAVAIDs is addressed.

2.18.1 Frangibility of airport markings,
lighting, signs, and visual NAVAIDs
is specified.

2.18.1, 2.18.3,

2.18.4.2,

2.20.2.4

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Appendix C
C-6
Coordination Reference Addressed? Remarks
Yes No NA
The requirement for markings to be
in compliance with AC 150/5340-1,
Standards for Airport Markings, is
specified.

2.18.2 Detailed specifications for materials
and methods for temporary markings
are provided.

2.18.2 The requirement for lighting to
conform to AC 150/5340-30, Design
and Installation Details for Airport
Visual Aids; AC 150/5345-50,
Specification for Portable Runway
and Taxiway Lights; and AC
150/5345-53, Airport Lighting
Certification Program, is specified.

2.18.3 The use of a lighted X is specified
where appropriate.

2.18.2.1.2,

2.18.3.2 The requirement for signs to conform
to AC 150/5345-44, Specification for
Runway and Taxiway Signs; AC
50/5340-18, Standards for Airport
Sign Systems; and AC 150/5345-53,
Airport Lighting Certification
Program, is specified.

2.18.4 Marking and Signs For Access Routes
The CSPP specifies that pavement
markings and signs intended for
construction personnel should
conform to AC 150/5340-18 and, to
the extent practicable, with the
MUTCD and/or State highway
specifications.

2.18.4.2 Hazard Marking and Lighting
Prominent, comprehensible warning
indicators for any area affected by
construction that is normally
accessible to aircraft, personnel, or
vehicles are specified.

2.20.1

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C-7
Coordination Reference Addressed? Remarks
Yes No NA
Hazard marking and lighting are
specified to identify open manholes,
small areas under repair, stockpiled
material, and waste areas.

2.20.1 The CSPP considers less obvious
construction-related hazards.

2.20.1 Equipment that poses the least danger
to aircraft but is sturdy enough to
remain in place when subjected to
typical winds, prop wash and jet blast
is specified.

2.20.2.1 The spacing of barricades is specified
such that a breach is physically
prevented barring a deliberate act.

2.20.2.1 Red lights meeting the luminance
requirements of the State Highway
Department are specified.

2.20.2.2 Barricades, temporary markers, and
other objects placed and left in areas
adjacent to any open runway,
taxiway, taxi lane, or apron are
specified to be as low as possible to
the ground, and no more than 18 inch
high.

2.20.2.3 Barricades are specified to indicate
construction locations in which no
part of an aircraft may enter.

2.20.2.3 Highly reflective barriers with lights
are specified to barricade taxiways
leading to closed runways.

2.20.2.5 Markings for temporary closures are
specified.

2.20.2.5 The provision of a contractor’s
representative on call 24 hours a day
for emergency maintenance of airport
hazard lighting and barricades is
specified.

2.20.2.7

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Appendix C
C-8
Coordination Reference Addressed? Remarks
Yes No NA
Work Zone Lighting for Nighttime Construction
If work is to be conducted at night,
the CSPP identifies construction
lighting units and their general
locations and aiming in relationship
to the ATCT and active runways and
taxiways.

2.21 Protection of Runway and Taxiway Safety Areas
The CSPP clearly states that no
construction may occur within a
safety area while the associated
runway or taxiway is open for aircraft
operations.

2.22.1.1,

2.22.3.1 The CSPP specifies that the airport
operator coordinates the adjustment
of RSA or TSA dimensions with the
ATCT and the appropriate FAA
Airports Regional or District Office
and issues a local NOTAM.

2.22.1.2,

2.22.3.2 Procedures for ensuring adequate
distance for protection from blasting
operations, if required by operational
considerations, are detailed.

2.22.3.3 The CSPP specifies that open
trenches or excavations are not
permitted within a safety area while
the associated runway or taxiway is
open, subject to approved exceptions.

2.22.1.4 Appropriate covering of excavations
in the RSA or TSA that cannot be
backfilled before the associated
runway or taxiway is open is detailed.

2.22.1.4 The CSPP includes provisions for
prominent marking of open trenches
and excavations at the construction
site.

2.22.1.4 Grading and soil erosion control to
maintain RSA/TSA standards are

2.22.3.5

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Appendix C
C-9
Coordination Reference Addressed? Remarks
Yes No NA
addressed.

The CSPP specifies that equipment is
to be removed from the ROFA when
not in use.

2.22.2 The CSPP clearly states that no
construction may occur within a
taxiway safety area while the taxiway
is open for aircraft operations.

2.22.3 Appropriate details are specified for
any construction work to be
accomplished in a taxiway object free
area.

2.22.4 Measures to ensure that personnel,
material, and/or equipment do not
penetrate the OFZ or threshold siting
surfaces while the runway is open for
aircraft operations are included.

2.22.4.3.6 Provisions for protection of runway
approach/departure areas and
clearways are included.

2.22.6 Other Limitations on Construction
The CSPP prohibits the use of open
flame welding or torches unless
adequate fire safety precautions are
provided and the airport operator has
approved their use.

2.23.1.2 The CSPP prohibits the use of
electrical blasting caps on or within
1,000 ft (300 m) of the airport
property.

2.23.1.3

APPENDIX A

HANFORD MUNICIPAL AIRPORT

HANFORD, CALIFORNIA

CLOSURE OF EXISTING UNDERGROUND

FUEL STORAGE TANK

CONSTRUCTION SAFETY AND PHASING PLAN (CSPP)

Prepared by:

Brandley Engineering, Inc.
6125 King Road, Suite 201
Loomis, CA 95650
Telephone (916) 652-4725
Fax (916) 652-9029

June 30, 2025

HANFORD MUNICIPAL AIRPORT

HANFORD, CALIFORNIA

CLOSURE OF EXISTING UNDERGROUND

FUEL STORAGE TANK

CONSTRUCTION SAFETY AND PHASING PLAN

TABLE OF CONTENTS

INTRODUCTION ............................................................................................................... 1

1. COORDINATION ............................................................................................................... 1

2. PHASING ............................................................................................................................ 2

3. AREAS AND OPERATIONS AFFECTED BY THE CONSTRUCTION ACTIVITY .... 3

4. NAVIGATION AND PROTECTION ................................................................................ 5

5. CONTRACTOR ACCESS .................................................................................................. 6

6. WILDLIFE MANAGEMENT ............................................................................................. 9

7. FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT .................................................. 10

8. HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT ........................................ 10

9. NOTIFICATION OF CONSTRUCTION ACTIVITIES .................................................. 10

10. INSPECTION REQUIREMENTS .................................................................................... 12

11. UNDERGROUND UTILITIES ......................................................................................... 13

12. PENALTIES ...................................................................................................................... 13

13. SPECIAL CONDITIONS .................................................................................................. 13

14. RUNWAY AND TAXIWAY VISUAL AIDS .................................................................. 14

15. MARKING AND SIGNS FOR ACCESS ROUTES......................................................... 14

16. HAZARD MARKING AND LIGHTING ......................................................................... 14

17. PROTECTION OF RUNWAY AND TAXIWAY SAFETY AREAS ............................. 15

18. OTHER LIMITATIONS ON CONSTRUCTION............................................................. 16

EXHIBIT 1 C ONSTRUCTION SAFETY AND PHASING PLAN
EXHIBIT 2 B ARRICADE PLAN
EXHIBIT 3 C ONSTRUCTION PROJECT DAILY SAFETY INSPECTION CHECKLIST

1 HANFORD MUNICIPAL AIRPORT

HANFORD, CALIFORNIA

CLOSURE OF EXISTING UNDERGROUND

FUEL STORAGE TANK

CONSTRUCTION SAFETY AND PHASING PLAN

INTRODUCTION

The City of Hanford proposes the closure of existing underground fuel storage tanks at Hanford Municipal Airport, Hanford, California. The Sponsor will comply and will require all parties involved with this project to comply with the Federal Aviation Administration (F.A.A.) requirements regarding safety and phasing of construction projects on airports.

The purpose of this Construction Safety and Phasing Plan (CSPP) is to provide the contractor and project manager guidance for compliance with Federal Aviation Administration (FAA) rules and regulations, and associated requirements of the City of Hanford, with regards to access onto air operations areas of Hanford Municipal Airport, Hanford, California, during the construction of the subject project.

Prior to issuance of Notice to Proceed, the Contractor will prepare a Safety Plan Compliance Document (SPCD) specifically for this project, furnish the SPCD to the Engineer, and obtain Engineer’s approval of the document.

This Construction Safety and Phasing Plan is based on the guidance of FAA Advisory Circular 150/5370-2G, “Operational Safety on Airports During Construction.”

The Checklist for FAA CSPP Review is included in this CSPP. The contractor will address all items checked on this list in his/her Safety Plan Compliance Document (SPCD) submitted prior to beginning work on this project.

1. COORDINATION

(a) Progress Meetings

The Sponsor will conduct predesign meetings, prebid meetings, preconstruction conferences, and weekly construction meetings to introduce and maintain the subject of airport operational safety during construction, as follows:

 Predesign Conference: This meeting will be held as soon as sufficient preliminary design work has been completed and prior to preparation of the final plans and specifications. This meeting will be attended by the Design Engineer, Airport Management, fixed base operators, and FAA airport certification inspector, as appropriate for the airport.

2  Prebid Conference: This meeting will be held a minimum of 10 days prior to the bid opening date. The participants in this meeting will include prospective bidders, subcontractors, material suppliers, the Design Engineer, and Airport Management.
 Preconstruction Conference: This conference will be conducted as soon as practicable after the contract has been awarded and before issuance of notice to proceed. The participants will include the Design Engineer, Resident Project Representative (RPR), Airport Management, testing laboratory representative, Contractor and subcontractors, Contractor’s project superintendent, airport users, utility companies affected by the proposed construction, and Federal, State or local agencies affected by the proposed construction, as applicable.  Weekly Meetings: Weekly progress meetings will be held at the airport.

Operational safety will be a standing agenda item for discussion during weekly progress meetings throughout the construction of this project. The Contractor will present an updated progress report for the total work and a two-week look- ahead schedule. The participants will include the RPR, Airport Management, testing laboratory representative, Contractor’s project superintendent, subcontractors, and airport users, as applicable.
(b) Scope or Schedule Changes – Changes in the scope or duration of the project may necessitate revisions to the CSPP. These revisions will be submitted for review and approval by the airport operator and the FAA.
(c) FAA ATO Coordination: There are PAPIs and REILs at the Hanford Municipal Airport. These facilities will not be shut down during the construction of this project. Coordination with FAA ATO will not be required.

2. PHASING

The scope of work included in this project is as follows:

• Closure of one 12,000-gallon Avgas tank, which is scheduled for decommissioning on Dec. 31, 2025. Demolition of the existing above ground fuel dispensers and miscellaneous equipment.

(a) Phasing Elements - The details of the staging are shown on the Construction Safety and Phasing Plan Drawings,

3 Stage/
Work
Zone
Contractor’s Work
Area
Work Area Facility Closure Restrictions
1 Closure of Existing
Fuel Tanks
Fuel Island and
Apron Outside of
TOFA
Fuel Island,
Portion of Apron
Taxilane
Area to remain
closed for project
duration
2 Soil Sampling and
Closure of Existing
Fuel Tank
Taxiway A Object
Free Area (62’ from
T/W A Centerline)
Work Zone 1
Closure and
Taxiway A
Between T/W D
& E
Reopen Each
Working Day,
Give 48 Hours
Notice

No work will begin until all barricades have been installed to close the taxiway, aprons, and taxilanes for each work zone as shown on Exhibit 2, Barricade Plan.

The required NOTAMs will be issued by the Airport Manager.

No work will be performed on Saturday or Sunday.

At the preconstruction conference or two weeks prior to start of work (whichever is greater), the Contractor will provide a detailed schedule of the work showing limits of proposed work, times of closure, and the locations of barricades. All schedules will be updated and coordinated with the Airport Manager and the RPR in order to NOTAM areas of closure. Contractor will notify Airport Manager and RPR two (2) weeks prior to closure of the project site and installing barricades and 48 hours prior to closure of Taxiway A (Work Zone 2).

At each weekly meeting the Contractor will provide a detailed two week look ahead schedule showing limits of proposed work and the locations of barricades.

(b) Construction Safety Drawings - The scope of the project and details of the phasing are shown on the following drawings:

Exhibit 1 – Construction Safety and Phasing Plan
Exhibit 2 – Barricade Plan

3. AREAS AND OPERATIONS AFFECTED BY THE CONSTRUCTION ACTIVITY

(a) Identification of Affected Areas. All areas affected by the construction activity in this project are shown on the Construction Safety and Phasing Plan, Exhibit 1, and the Barricade Plan, Exhibit 2. Identified on these drawings are closures of air operations areas; Fire Department access routes; and access routes used by airport support vehicles and the Contractor. Also shown are approach/departure surfaces affected by heights of construction equipment and other temporary objects.

Construction areas, storage areas, and access routes are also depicted on these drawings.

4 (b) Mitigation of Effects. It is necessary to maintain the safety and efficiency of airport operations during construction operations. The establishment of the following procedures will be required:

(1) Temporary Changes to Runway and/or Taxiway Operations:

Portions of Taxiway A, the tiedown apron, and apron taxilane will be closed at various times during the construction of this project as described in Section 2(a) of this CSPP and shown on Exhibit 1, Construction Safety and Phasing Plan, and Exhibit 2, Barricade Plan.

Construction will be limited to no closer than 75 feet from the runway centerline or 62 feet from the taxiway centerline, unless the runway and/or taxiway is closed or restricted to aircraft operations. The runway safety area from the runway threshold will be maintained at 300 feet, unless the runway is closed or restricted to aircraft operations.

Barricades will be placed closing the portion of the apron taxilane adjacent to Work Area 1 while personnel and/or equipment are operating within that area. Barricades will be placed closing a portion of Taxiway A during Work Zone 2 work. Taxiway A closure must be reopened each night.

Aircraft operations on the airport must be maintained at all times in all areas except those that are specifically designated for closure. Any areas that are closed during the time work is performed will be marked with lighted barricades as shown on the Construction Safety and Phasing Plan and the Barricade Plan and as directed by the RPR.

Work within the RSA of Runways 14-32 and/or the TSAs and TOFA of Taxiway A and the cross taxiways will be done with these surfaces closed and proper NOTAMs will be filed by the airport operator.

Pull back operations are not allowed. If the contractor is working on a runway/taxiway or in the RSA/TSA/TOFA, the surface will be closed.

During the construction of the project, the Contractor will provide a qualified flagger to monitor Airport frequency 122.800 MHz and observe aircraft operations when Contractor is moving equipment and materials across the tiedown apron.

(2) Modifications to Aircraft Operation:

During Work Zone 2 work, a portion of Taxiway A will be closed and aircraft will be required to back taxi on Runway 14-35

(3) Detours for Fire Department and Other Airport Vehicles:

5 All Fire Department and other airport vehicles will have access to all areas on the airport during construction of this project except those areas of the airport that are closed for construction operations. The detour route for these vehicles is shown in blue on Exhibit 1.

(4) Maintenance of Essential Utilities and Underground Infrastructure:

Underground infrastructure that will be affected by this project will be the electrical cable and duct. It will be necessary during this project to protect all utilities and underground infrastructure.

There will be no temporary utilities installed. If one of the existing utility lines is damaged, specifications require the Contractor to immediately repair it at his/her cost and to reimburse the Airport for damages due to shut down. If these damaged utilities cannot be immediately repaired, the Airport will immediately issue required NOTAMs.

(5) Temporary Changes to Air Traffic Control Procedures.

Hanford Municipal Airport does not have an Air Traffic Control Tower.

Prior to any construction, a NOTAM will be issued identifying areas of closure and times of closures. The RPR, who will be on site during construction, will be equipped with a two-way radio and will monitor Unicom frequency and notify aircraft operating in the area of facility closures, or other safety related items.

4. NAVIGATION AND PROTECTION

There are navigational aids (NAVAIDs) existing on this airport including PAPIs on Runways 14 and 32 and REIL on Runway 32. These NAVAIDs and corresponding critical areas are shown on the Construction Safety and Phasing Plan Drawing, Exhibit 1. Such facilities must be fully protected during the entire construction time period.

(a) NAVAIDs Affected by Construction

No NAVAIDs will be affected by the construction of this project.

(b) NAVAIDs Placed out of Service

No NAVAIDs will be placed out of service during the construction of this project.

(c) Protection of NAVAIDs Remaining in Service

The Contractor will be limited to no closer than 500 feet from the NAVAID facilities as shown on the CSPP drawing, Exhibit 1. Work under this contract can be

6 accomplished in the vicinity of these facilities only at approved periods of time.

Approval will be subject to withdrawal at any time because of changes in weather, emergency conditions on the existing airfield areas, anticipation of emergency conditions, and for any other reason determined by the RPR acting under the orders and instructions of the airport management. Any instructions to the Contractor to clear any given area, at any time, by the Engineer or Airport Management (by radio or other means) shall be immediately executed. Construction work will be commenced in the cleared area only when additional instructions are issued by the proper authorities.

(d) NOTAMs

When NAVAIDs are shut down during construction, experience an unexpected power outage, or are otherwise affected by construction activities, the Airport will issue a Notice to Airmen (NOTAM) as outlined in Article 9 of this CSPP.

(e) Protection of Underground Cable

There are underground ducts and cable and water lines in the construction area to serve the lights and NAVAIDs. The location of these facilities will be identified by USA (811) before any work in their general vicinity is started as described in Article 11 of this CSPP. Throughout the entire time of this construction these facilities will be protected by the Contractor from any possible damage, including crossing with unauthorized equipment.

(f) Temporary NAVAIDs

No temporary NAVAIDs will be required during the construction of this project.

5. CONTRACTOR ACCESS

(a) Stockpiled Construction Materials

The contractor will be allowed to temporarily stockpile construction materials in the Contractor’s Staging and Temporary Storage Area as shown on the CSPP Drawings, Exhibits 1 and 2. Contractor will coordinate with the RPR and Airport Manager for control access to the designated Contractor’s entrance gate for the Staging and Temporary Storage Areas. The perimeter will be marked by approved barricades or fencing. All stockpiled materials will be removed prior to completion of the project and existing pavement broom cleaned. Existing marking will be remarked if damaged. Any damage to the pavements caused by the Contractor will be repaired at the Contractor’s expense.

Contractor will clear and grade the areas for storage. No separate payment will be made for clearing and grading. Areas will be restored to its original condition once the project is complete.

Contractor’s Staging and Temporary Storage Area is shown on the CSPP drawings.

7 Stockpiled materials will not be permitted within the Runway Safety Area (RSA) and Object Free Zone (OFZ). If it becomes necessary to stockpile materials in the Runway Object Free Area (ROFA), the Sponsor will submit a 7460-1 form to the FAA Airports District Office in Walnut Creek, California.

Stockpiles will be limited to a height of 3 feet, will be graded to drain, and will be clearly marked and lighted during hours of restricted visibility or darkness in accordance with Article 16 of this CSPP. The Contractor will determine and verify that stockpiled materials are stabilized and stored at the approved location shown on the CSPP drawing so as not to be a hazard to aircraft operations and to prevent attraction of wildlife (see Article 6) and foreign object damage (see Article 7).

There are no disposal sites located on airport property. Contractor will be responsible for hauling off site all existing demolished and excavated materials.

Contractor will secure a disposal site and obtain all permits. No separate payment will be made for disposal site, disposal permit, or hauling offsite.

Contractor will be responsible for maintaining the security, safety, and cleanliness of the Contractor’s Staging and Temporary Storage Area at all times.

(b) Vehicle and Pedestrian Operations

It is critical that all pedestrians and vehicles are prevented from unauthorized entry to the Air Operations Area (AOA). The Construction Safety and Phasing Plan, Exhibit 1, and the Barricade Plan, Exhibit 2, clearly delineate the designated access and haul routes for each stage, employee parking areas, and construction equipment parking areas. Contractor’s personnel and equipment will be limited to the construction areas, parking areas, and haul routes shown on the CSPP Drawings.

Vehicle parking areas will not impact NAVAID signals or penetrate FAR Part 77 imaginary surfaces.

Employee parking and construction vehicle parking will be restricted to the Contractor’s Staging and Temporary Storage Area as shown on the CSPP drawings, Exhibits 1 and 2. Vehicle and construction traffic will be held off from all active paved areas and in no case allowed to cross the active runway unescorted. Access to the Storage Area is through Gate G4 off Hanford Armona Road on Foggy Bottom Road as shown on the CSPP drawings. All haul roads will be kept broom clean.

Haul routes are indicated in red on the CSPP drawings, Exhibits 1 and 2. Contractor will maintain haul roads and paved surfaces clear of debris at all times. Apron, taxiways, taxilanes, and parking lot will be maintained broom clean.

Contractor will use Gate G4 to access the site, and this gate will remain closed at all times except when authorized equipment is actually entering the airport. During continuous use of a gate for delivery of equipment or materials, Contractor will

8 request that the Airport place the gate in a locked open state and Contractor will provide a flagger, trained by the Airport, and place the flagger at the open gate to keep unauthorized personnel and wildlife from entering the airport. Contractor will protect the gate and controls from damage. Airport access and haul road will be maintained broom clean. Contractor will self-inspect vehicles to prevent materials from being tracked onto the access road and adjoining County Road.

Contractor’s vehicles and equipment will include a flag on a staff attached to the vehicle so that the flag will be readily visible. The flag will be at least a 3-foot by 3-foot square having a checkered pattern of international orange and white squares at least 1 foot on each side. During periods of low visibility Contractor vehicles and equipment will be equipped with an amber flashing light mounted on the uppermost part of the vehicle structure.

All vehicle/equipment operators driving on the airport must have an appropriate level of knowledge of airport rules and regulations. The Contractor will be required to submit a list of authorized vehicle operators to the Airport. The vehicle operators will be required to maintain a current drivers’ license. Driver training will be limited to designating areas to be avoided and areas where free access will be available. No vehicle will be allowed to cross an active pavement without an escort.

All vehicle operators will be trained on airport procedures, safety, work area limits, security, and communications. All personnel with movement area driving privileges will be trained on pedestrian and ground vehicle procedures, including consequences of noncompliance, prior to moving on foot, or operating a ground vehicle, in movement areas or safety areas.

(c) Radio Communications

Vehicular traffic located in or crossing an active movement area will have a working two-way radio tuned to Unicom frequency 122.800 MHz or be escorted by an Airport-Furnished flag person. The driver, through personal observation, will confirm that no aircraft is approaching the vehicle position. Construction personnel may operate in a movement area without two-way radio communication provided a NOTAM is issued closing the area and that the area is properly marked to prevent incursions and the Airport-furnished flagger is present to control operations. Two- way radio communications are required on Unicom frequency 122.800 MHz.

Continuous monitoring is required. The Airport’s flagger will be the project engineer’s specialist. These flaggers will be trained on all movement area procedures.

Contractor will provide a qualified flagger with a radio to monitor Airport Frequency 122.800 MHz and observe aircraft operations when Contractor is working near active runways, taxiways, and restricted areas.

9 (d) Airport Security

There is a security fence and gates around the property of this airport. The gate used by the Contractor will be the gate located as shown on Exhibit 1 and will be kept locked except for entrance of approved personnel and equipment or will be manned by Contractor-furnished trained flaggers to control entrance to the airport.

During continuous use of a gate for delivery of equipment or materials, Contractor will be required to request that the Airport place the gate in a locked open state.

Contractor will provide a flagger, trained by the Airport, and place the flagger at the open gate to keep unauthorized personnel and wildlife from entering the airport.

The security fence, designated Contractor gates, and secure areas on the airport are shown on the CSPP Drawing. All contractor’s flaggers will be trained by the Airport.

In accordance with the requirements of the Federal Aviation Administration as set forth in FAR 107.11(F), the Contractor will take all steps necessary to assure Owner that the backgrounds of all employees have been checked to the extent necessary to assure that permitting them unescorted access to any area on the airport controlled for security reasons is appropriate. This background check, to the extent allowable by law, will include at a minimum references and prior employment histories to the extent necessary to verify representations made by the employee relating to employment in the preceding 5 years.

6. WILDLIFE MANAGEMENT

The airport is fenced with 6-foot chain link perimeter fence and security gates. All gates will remain closed at all times except when vehicles are entering or exiting them or they are guarded by a Contractor-furnished flagger as stated in Article 5 of this CSPP.

Care will be taken to prevent inadvertent incidents of wildlife hazards by ensuring access gates are properly secured to prevent wildlife entry.

The Contractor will carefully control and continuously remove waste or loose materials that might attract wildlife and be aware of and avoid construction activities that might attract wildlife such as:

 Trash – Food scraps will be collected from construction personnel activity.  Standing water
 Disruption of existing wildlife habitat.
 Open trenches, excavation, and stockpile materials.
 Poorly maintained fencing and gates.

Should the Contractor encounter wildlife on the airport, he/she will immediately notify Airport Management.

10 All trash will be placed in waste containers to prevent the attraction of wildlife. Waste containers will be equipped with lids and secured at all times. No trash or debris will be left on site by the Contractor.

7. FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT

The Contractor will not be allowed to leave or place foreign object debris (FOD) on or near active aircraft movement areas and will be required to control and monitor FOD. Materials tracked onto these areas will be continuously removed during the construction project by broom sweeping.

Ground vehicle tires will be inspected daily to ensure they are not tracking FOD onto the airfield pavements. Daily inspections of these aircraft movement areas will be made by the RPR as discussed in Article 10 of this CSPP.

Contractor will also maintain the haul road and paved surfaces clear of debris at all times.

Contractor will have on site a vacuum sweeper to keep clean all haul roads on existing airfield pavement. All sweepers used on airfield pavements will be equipped with nylon bristles.

No metal bristles will be allowed.

8. HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT

The Contractor will be required to manage and contain any hazardous materials (HAZMAT) on the airport. Contractors operating construction vehicles and equipment on the airport must be prepared to expeditiously contain and clean up spills resulting from fuel or hydraulic fluid leaks. The Contractor will refrain from topping off vehicle fuel tanks and have sorbent materials available in the fueling area for when small spills occur.

This project involves hazardous fuel substances. The Contractor is required to have a HAZ (Hazardous Substance Removal Certification) with the CA Contractors State License Board. The Contractor will be required to keep Material Safety Data Sheets (MSDS) available for inspection for all materials delivered to the airport.

9. NOTIFICATION OF CONSTRUCTION ACTIVITIES

(a) List of Responsible Representatives. It will be necessary to keep the following people totally informed of the operations that the contractor proposes to perform at Hanford Municipal Airport.

Sponsor:

Robert Loogman, Airport Manager .........................................(559) 585-2589

F.A.A.

Lemuel del Castillo, Lead Engineer/Program Manager ..........(925) 546-6440

11 Resident Project Representative (RPR)
Melissa Brandley, Project Manager ............................. (916) 652-4725 Office .......................................................................................... (916) 316-1415 Cell David Baltazar, RPR .................................................... (916) 652-4725 Office ..................................................................................................(916) 600-2418

At the start of construction, the Contractor will be required to provide the RPR with the names, telephone numbers, cell phone numbers, and e-mail addresses of all Contractor personnel that are responsible for on-call 24/7 services if necessary.

(b) NOTAMs

The Airport Management will issue Notices to Airmen (NOTAMs) as required accurately describing current airport conditions and contractor operations. This will be coordinated with tenants of the airport. Robert Loogman, Airport Manager, will be the primary contacts responsible for issuing, maintaining, and canceling NOTAMs. The Airport Management has provided a list of airport employees who are authorized to issue NOTAMs to the FSS air traffic manager.

NOTAMs will be issued clearly identifying where the construction work is being performed and during which periods.

(c) Emergency Notifications:

In case of emergency during the construction of this project, Contractor will notify one or more of the following:

Fire/Police/Ambulance - Emergency .................................................. Call 911 Airport Radio Communication (Article 5 of CSPP) ..................... 122.8 MHz Hanford City Fire Department – Non Emergency ...................(559) 585-2545 Hanford Police Department – Non Emergency .......................(559) 585-2540 Adventist Health Hanford ........................................................(559) 582-9000 Poison Control .........................................................................(800) 222-1222

(d) Coordination with Fire Department Personnel:

The Contractor will be required to notify Airport and/or Fire Department personnel if any water lines or fire hydrants are damaged or deactivated. The Contractor will also notify Airport and/or Fire Department personnel if there are any blocked or rerouted emergency access routes or if hazardous materials will be used on the airfield. The non-emergency telephone number for the Fire Department is (559) 585-2545 and the contact person is Dispatcher on Duty. Contractor will confirm in writing the date and time Fire Department was notified and the contact person.

12 (e) Notification to the FAA:

Part 77. The Contractor will coordinate with the RPR who will file a 7460-1 form with the F.A.A. Airports District Office in Walnut Creek if any construction equipment (i.e. cranes, graders, other equipment) affects navigable airspace as defined in FAR Part 77.

NAVAIDS. For emergency notification about impacts to both airport owned and FAA owned NAVAIDs Airport Management will contact the Operations Control Center at (866) 432-2622.

If construction operations require a shutdown of more than 24 hours, or more than 4 hours daily on consecutive days, of a NAVAID owned by the airport but maintained by the FAA, FAA ATO/Technical Operations will be provided a 45- day minimum notice prior to facility shutdown.

If construction operations will cause impacts to NAVAIDs, the Airport Management will contact FAA ATO Service Area Planning and Requirements Groups a minimum of 45 days prior to implementing these operations and coordinate the shutdown with the local FAA ATO/Technical Operations office, including necessary reimbursable agreements and flight checks. A 7-day notice will be given to FAA ATO to schedule the actual NAVAID shutdown.

10. INSPECTION REQUIREMENTS

The Airport will provide an inspector to ensure that all Contractor operations comply with all requirements of the plans, specifications, and this Safety Plan. It will be his/her duty to inspect materials and workmanship of the work under instructions of the Airport or Engineer and to report any and all deviations from the Drawings, Specifications, and other Contract provisions that may come to his/her notice. The inspector will have the right to order the work entrusted to his/her supervision immediately stopped, if in his/her opinion such action becomes necessary, until the Owner or Engineer is notified and has determined and ordered that the work may proceed in due fulfillment of all Contract requirements.

(a) Daily Inspections. Daily inspections will be conducted to ensure conformance with the CSPP. Exhibit 3 of this CSPP includes a Construction Project Daily Safety Inspection Checklist for this purpose.

(b) Final Inspections. Whenever an area on the airport is reopened for aircraft operations, an inspection will be conducted to assure compliance with the plans, specifications, and CSPP. At the end of the project a final inspection will be held by the RPR, the Airport Management, and the Federal Aviation Administration to assure all components of the project comply with the plans, specifications, and CSPP.

13 11. UNDERGROUND UTILITIES

Not less than two full working days prior to performing any excavation, the Contractor will be required to notify Underground Service Alert (USA) by calling 811 and request that utility owners mark or otherwise indicate the location of their facilities in the work site. The Contractor will take all necessary measures to protect all utilities and all structures found at the site. It is the Contractor’s responsibility to verify the exact location and depth of all utilities prior to construction. Utilities shown on Exhibit 1 are from available records and field measurements.

In case of accidental utility disruption, utilities owners’ contacts and telephone numbers are included below:

Electrical/Gas – Pacific Gas and Electric........................................... (661) 398-5989 Sewer, Water and Refuse Services – City of Hanford .......................... (559) 585-2510 Telephone – AT&T ...........................................................................(800) 222-0400

Refer to Article 9 of this CSPP for procedures for contacting the Fire Department and FAA in case of interruption of water service and NAVAIDs, respectively.

12. PENALTIES

If in the opinion of Airport Management or the RPR, the Contractor’s employees or subcontractors are in violation of the airport’s rules and regulations, including this CSPP, is of sufficient magnitude as to cause danger to life and property, the RPR shall have the right to stop all work on this contract for a period of forty-eight (48) hours as a contractual penalty.

Any vehicle operator who willfully violates the CSPP will be required to leave the job site.

13. SPECIAL CONDITIONS

Some special conditions may trigger specific safety mitigation actions outlined in this CSPP. These may include low visibility operations, aircraft in distress, aircraft accident, security breach, Vehicle/Pedestrian Deviations (VPD), and other activities requiring construction suspension/resumption. In order to be advised of these special conditions and actions to be taken, the Contractor shall at all times maintain radio contact as specified in Article 5 of this CSPP.

Should an aircraft emergency occur anyplace on the airport, the Contractor will be required to move all personnel and equipment beyond the safety area of the runway and taxiways and to refrain from moving out of these areas to resume work until specifically authorized by Airport personnel. The area around the downed aircraft shall be evacuated and not reentered by the Contractor until given permission, except for lifesaving activities.

Contractor will be responsible for dust and erosion control during the duration of the project. Contractor will acquire water permits as required prior to start of any work on the airport.

Contractor will protect all survey markers, property corner markers, and benchmarks from damage. Contractor will verify project benchmark prior to start of work.

14 14. RUNWAY AND TAXIWAY VISUAL AIDS

There exist on the airport runway and taxiway marking, runway lights and airfield guidance signs, and visual NAVAIDs. These facilities are shown on the attached Construction Safety and Phasing Plan Drawing, Exhibit 1. Areas where aircraft will be operating will be clearly and visibly separated from construction areas. Throughout the duration of the construction project, these areas will remain clearly marked and visible at all times and all marking, lighting, signs, and visual NAVAIDs will remain in place and operational.

It will not be necessary to install temporary marking, lights, signs, or visual NAVAIDS during the construction of this project.

Lights, markings, signs, and visual NAVAIDs adjacent to areas used by aircraft will comply with the frangibility requirements of Advisory Circular 150/5220-23, Frangible Connections.

For a visaid service outage greater than 24 hours or for less time, but over consecutive days, a scheduled facility service outage NLT will be requested 30 days in advance using FAA Form 6000- 26, “Airport Sponsor Strategic Event Submissions Form and emailed to [email protected].

15. MARKING AND SIGNING FOR ACCESS ROUTES

The marking and signing for access routes to the construction site is shown on the Construction Safety and Phasing Plan. Signs will conform to Advisory Circular 150/5340-18F, Standards for Airport Sign Systems. To the extent possible, signs will be in conformance with the Federal Highway Administration Manual on Uniform Traffic Control Devices (MUTCD) and/or State highway specifications and will not be hand lettered.

16. HAZARD MARKING AND LIGHTING

The airport will be open during construction of the work on this project. The Contractor will erect and maintain hazard marking and lighting at the boundary of the work areas to keep aircraft from entering the Contractor’s work areas and to keep the Contractor’s personnel and equipment from occupying any of the areas open for aircraft operations. Hazard marking and lighting will also be placed to identify small areas under repair, stockpiled material, waste areas, and areas subject to jet blast. The locations and details of barricades to be placed in this project are shown on the Construction Safety and Phasing Plan, Exhibit 1, and the Barricade Plan, Exhibit 2.

The barricades will be plastic water-filled lighted barricades as shown on the Construction Safety and Phasing Plan, Exhibit 1, and the Barricade Plan, Exhibit 2. Each barricade will have two solar-powered lights with red lenses each controlled by photocells such that they are on continuous at night and off by day. Maximum spacing between barricades will be four (4) feet. Spacing will be such that a breach is physically prevented barring a deliberate act. Barricades will have alternate orange and white diagonal striping. The barricades will be supplemented with signs such as “No

15 Entry” and/or “No Vehicles,” as necessary. All barricades will be removed at the completion of the contract.

All barricades will be placed 20 feet back from the edge of an active runway, taxiway, or apron.

The Contractor will supply the names and telephone numbers of persons responsible for the emergency maintenance of the hazard marking and lighting during construction of this project who will be available 24 hours a day.

17. PROTECTION OF RUNWAY AND TAXIWAY SAFETY AREAS

No construction may occur within a runway safety area (RSA), taxiway safety area (TSA), or taxiway object free area (TOFA) while the associated runway or taxiway is open for aircraft operations. These safety areas, along with the runway object free zone (OFZ) and object free area (OFA), and runway approach surfaces, are shown on the Construction Safety and Phasing Plan, Exhibit 1.

No blasting operations will be required or allowed during the construction of this project.

Open trenches or excavations will not be permitted within the RSA while the runway is open for aircraft operations. The Contractor will furnish, erect, and maintain red or orange flags, as approved by the airport operator, and red lights during hours of restricted visibility or darkness, around open trenches, excavations, temporary stockpiles, and his/her parked construction equipment that may be hazardous to the operation of aircraft, emergency fire-rescue, or maintenance vehicles on the airport. See Article 16 of this CSPP for details of Hazard Marking and Lighting.

No drop-off greater than 3 inches will be allowed to exist within the RSA (250 feet of the centerline of Runway 9-27) or TSA (62 feet of the centerline of taxiways) for runways and taxiways that are open for aircraft operations at night, weekends, or during periods when the Contractor is not working in these areas. If excavation occurs within the RSA or TSA that leaves a depression greater than 3 inches, the Contractor will fill the excavated area such as to maintain a maximum 3 inch drop off at the edge of pavement and extend at a maximum slope of 5 percent from the edge of pavement. This embankment will be rolled a sufficient amount such that it will withstand truck traffic without rutting. The backfill will be removed from this area or spread out and used as the specified segment of the pavement section when work resumes in the area.

The RSA and TSA will be:

a. Cleared and graded and have no potentially hazardous ruts, humps, depressions, or other surface variations.

b. Drained by grading or storm sewers to prevent water accumulation.

16 c. Capable under dry conditions of supporting construction and maintenance equipment, aircraft rescue, fire-fighting equipment, and the occasional passage of aircraft without causing structural damage to the aircraft.

d. Free of objects, except for objects that need to be located in the RSA because of their functions. These objects will be constructed on low impact resistant supports (frangible mounted structures) to the lowest practical height with the frangible point no higher than 3 inches above finished grade.

During all times that Contractor’s personnel and equipment are not working on the project, they will be located to a point greater than 250 feet from the centerline of Runway 14-32. All equipment will be stored in the Contractor’s Staging and Temporary Storage Area at night and during the weekends.

No Construction may occur within the runway OFA.

No construction may occur within a taxiway OFA while the taxiway is open for aircraft operations.

No construction equipment or personnel may penetrate the OFZ while the runway is open for aircraft operations.

All personnel, materials, and/or equipment must remain clear of the applicable runway approach/departure areas and clearways as shown on the Construction Safety and Phasing Plan.

During construction an experienced flagger furnished by the Airport will have a two-way radio tuned to Unicom frequency 122.800 MHz and will control Contractor’s personnel and equipment operations in these secure areas. He/she will also by visual observation identify any aircraft operation at the airport as detailed in Article 5 of this CSPP. NOTAMs will be issued to alert pilots of this condition. During all times when Contractor’s equipment and personnel are not working on the project, equipment shall be moved back to a point 250 feet from the centerline of Runway 14-32. At night and weekends all Contractor’s equipment shall be moved to the Contractor’s Staging and Storage Areas as shown on the Construction Safety and Phasing Plans.

If it is necessary to use construction equipment (cranes, concrete pumps, etc.) that is higher than 25 feet, a 7460-1 determination will be issued for such equipment as outlined in Article 18 of this CSPP.

18. OTHER LIMITATIONS ON CONSTRUCTION

Additional limitations on construction include, but are not limited to:

a. No use of equipment taller than 25 feet (cranes, concrete pumps, and so on) unless a 7460-1 determination letter is issued for each piece of equipment. Contractor must allow for up to 50 working days after the request to use equipment taller than 25 feet to allow for FAA to make a determination on a 7460-1.

17 b. No use of open flame welding or torches unless fire safety precautions are provided and the airport operator has approved their use.
c. No use of electrical blasting caps on or within 1,000 feet of the airport property. d. No use of flare pots within the air operations area.

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ROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFA RSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSARSAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFA STAGING NOTES:1.CONTRACTOR SHALL FURNISH, PLACE, MAINTAIN & REMOVE BARRICADES AS NEEDED.2.THERE ARE TWO WORK AREAS FOR THIS PROJECT:- ZONE 1 IS FUEL TANK MANHOLES, PIPING, PUMPS, AND ANY OTHER COMPONENTS OF THE FUEL TANK SYSTEMWHICH ARE LOCATED NO LESS THAN 62 FEET FROM THE TAXIWAY A CENTERLINE.- ZONE 2 IS ANY PART OF THE FUEL TANK SYSTEM OR WORK AREA WHICH NEEDS TO BE ACCESSED WITHIN 62 FEETOF THE TAXIWAY A CENTERLINE.3.CONTRACTOR SHALL PROVIDE A DETAILED SCHEDULE CLOSING OF EACH WORK AREA.4.TAXIWAY A / ZONE 2 SHALL BE REOPENED AT THE END OF EACH WORKING DAY.5.NO WORK SHALL BEGIN UNTIL ALL BARRICADES HAVE BEEN INSTALLED TO CLOSE THE APRONS AND TAXILANES ASSHOWN ON THE BARRICADE PLAN FOR EACH WORK ZONE. THE REQUIRED NOTAMS WILL BE ISSUED BY THEAIRPORT MANAGER.6.CONTRACTOR SHALL GIVE AIRPORT 2 WEEKS NOTICE PRIOR TO START OF CONSTRUCTION, AND 48 HOURS NOTICEPRIOR TO ANY CLOSURE OF TAXIWAY A.7.CONTRACTOR'S TEMPORARY STORAGE AND STAGING AREA IS SHOWN FOR INSIDE OF THE AIRPORT PERIMETERFENCE. THESE AREAS MAY BE USED FOR TEMPORARY STOCKPILES FOR EACH WORK ZONE. ALL STOCKPILES SHALL BEREMOVED AT THE END OF THE PROJECT AND EXISTING PAVEMENT BROOM CLEANED PER THE REQUIREMENTS OFTHE GENERAL NOTES.8.CONTRACTOR'S ACCESS AND HAUL ROAD IS THROUGH GATE G4. GATES SHALL REMAIN CLOSED EXCEPT FORCONTINUOUS DELIVERY OF MATERIALS . SEE GENERAL NOTE 21 ON SHEET 2 FOR CONTINUOUS GATE USE. PROTECTGATE AND CONTROLS FROM DAMAGE. AIRPORT ACCESS AND HAUL ROAD SHALL BE BROOM CLEAN. CONTRACTORSHALL SELF INSPECT VEHICLES TO PREVENT AIRPORT MATERIALS BEING TRACKED ONTO ACCESS ROAD ANDADJOINING COUNTY ROAD.

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LIVICExp. 6-30-2027No. C 71139REGISTERED PROFESSIONAL ENGINEERSTATE OF CALIFORNIAMELISSA S. BRANDLEY TS99.059905a.02.CSPP1"=200'6/30/2025CONSTRUCTION SAFETY AND PHASING PLANHANFORD MUNICIPAL AIRPORTHANFORDCALIFORNIA MSBDATEDRAWNCHECKEDPROJECT No.FILESCALE No.REVISIONSBYAPRDATE SHEET No. ENGINEER OF RECORD
G:\99 HANFORD\05 FUEL ISLAND\CLOSURE PLAN\9905A.02.CSPP.DWGPLOTTED BY Kevin Currey 6/30/2025 3:00 PM 6125 KING ROAD, SUITE 201 · LOOMIS, CALIFORNIA 95650 · (916) 652-4725 0100200200SCALE: 1"=200'

CLOSURE OF EXISTING UNDERGROUND FUELSTORAGE TANK
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WORK ZONESEE SHEET 3CONTRACTOR'SSTAGING ANDSTORAGE AREA EXHIBIT 1
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LEGEND EXISTING FENCE LINEEXISTING PAVEMENTRUNWAY SAFETY AREARUNWAY OBJECT FREE AREACONTRACTOR'S STAGING AND STORAGE AREARUNWAY OBJECT FREE AREAX X XX X XAIRCRAFT ROUTEHAUL ROADARFF ACCESS ROUTELOW-PROFILE BARRICADE (SEE SHEET 3) HANFORD CTAF: 122.800 12 2ONLYONLY2
GENERAL NOTES:1.CONSTRUCTION OF THIS PROJECT SHALL BE IN ACCORDANCE WITH THE CONTRACTAGREEMENT, THESE PLANS, TECHNICAL SPECIFICATIONS, SPECIAL PROVISIONS,INFORMATION FOR BIDDERS, AND ALL APPLICABLE FAA STANDARDS, MUNICIPALSTANDARDS, AND OTHER REFERENCED DOCUMENTS. CONTRACTOR SHALL COMPLYWITH ALL FEDERAL, STATE, AND LOCAL SAFETY AND ENVIRONMENTALREGULATIONS. THE PROJECT IS SUBJECT TO INSPECTION OF THE OWNER AND THERESIDENT PROJECT REPRESENTATIVE DESIGNATED BY THE OWNER, THE FEDERALAVIATION ADMINISTRATION, AND ANY OTHER GOVERNING AGENCIES.2.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY STATE ANDLOCAL PERMITS PRIOR TO CONSTRUCTION OF THIS PROJECT.3.THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING A MINIMUM OF 2 WEEKSIN ADVANCE TO OBTAIN CLEARANCE FOR WORK.4.THE CONTRACTOR'S SUPERINTENDENT SHALL BE ON THE CONSTRUCTION SITE ATALL TIMES DURING WORKING HOURS WHILE THIS PROJECT IS IN PROGRESS.SUPERINTENDENT SHALL BE CONTRACTOR'S DESIGNATED RESPONSIBLEREPRESENTATIVE AND SHALL BE AVAILABLE IN CASE OF EMERGENCIES ON A24-HOUR DAILY BASIS.5.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CLEANLINESS, SAFETY,AND SECURITY OF THE WORK, STAGING AND STORAGE AREAS AT ALL TIMES.6.CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN LIGHTED BARRICADESDURING CLOSING OF ALL TAXIWAYS, TAXILANES AND APRON. SEE STAGING NOTES,AND SEE BARRICADE PLAN, SHEET 3 . 7.WHEN CONSTRUCTION ACTIVITY IS WITHIN THE TAXIWAY OBJECT FREE AREA OFTAXIWAY A, CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN BARRICADES TOCLOSE THAT PORTION OF TAXIWAY A IN WHICH THE CONTRACTOR IS WORKING. SEESTAGING NOTES, AND SEE BARRICADE PLAN, SHEET 3. 8.DUST CONTROL SHALL BE MAINTAINED BY THE CONTRACTOR ON ALL HAUL ROUTES.CONTRACTOR SHALL MAINTAIN HAUL ROUTE AND PAVED SURFACES CLEAN OFDEBRIS AT ALL TIMES. APRON AND TAXIWAYS SHALL BE MAINTAINED BROOM CLEAN.ALL SWEEPERS USED ON AIRFIELD PAVEMENTS SHALL BE EQUIPPED WITH NYLONBRISTLES, NO METAL BRISTLES WILL BE ALLOWED9.THESE PLANS SHOW ITEMS TO BE CONSTRUCTED UNDER THIS CONTRACT ANDEXISTING FIELD CONDITIONS AT THE TIME THESE PLANS WERE PREPARED. THEEXISTING INFORMATION SHOWN ON THESE PLANS IS FROM THE BEST SOURCESAVAILABLE AT THE TIME OF COMPILATION. ACTUAL FIELD CONDITIONS, GRADES,LOCATIONS AND OTHER FEATURES MAY DIFFER FROM CONDITIONS INDICATED ONTHESE DOCUMENTS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TOBE SATISFIED THAT THE INFORMATION IS STILL CURRENT AT THE TIME OFCONSTRUCTION NOTICE TO PROCEED. CONTRACTOR SHALL IMMEDIATELY NOTIFYTHE ENGINEER AND OWNER OF ANY DISCREPANCIES OR CHANGES ENCOUNTERED.10.THE LOCATION OF EXISTING UNDERGROUND UTILITIES, SERVICE LATERALS ANDCONDUIT ("UTILITIES") IS BASED ON THE BEST AVAILABLE INFORMATION TO THEENGINEER AND SHALL BE ASSUMED AS APPROXIMATE AND REQUIRING FIELDVERIFICATION. CONTRACTOR WILL BE RESPONSIBLE FOR LOCATING AND AVOIDINGALL UTILITIES AND FOR REPAIRING ALL DAMAGE THAT OCCURS TO DUE TO THECONTRACTOR'S ACTIVITIES.CALL BEFORE YOU DIG. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICEALERT PRIOR TO CONSTRUCTION, AND SHALL POTHOLE TO VERIFY LOCATION,DEPTH, AND SIZE OF UTILITIES WITHIN THE LIMITS OF CONSTRUCTION. NO EXTRAPAYMENT FOR POTHOLING.11.SHOULD CONTRACTOR ENCOUNTER AND DAMAGE A WATERLINE ON THE AIRPORTHE SHALL IMMEDIATELY NOTIFY THE LOCAL FIRE DEPARTMENT AND THE AIRPORT12.EXERCISE EXTREME CARE WHEN USING ANY EQUIPMENT TO PREVENT CONTACTWITH ANY NEARBY POWER LINES AND POWER SOURCES. SAFE WORKINGCLEARANCES SHALL CONFORM TO THE NATIONAL ELECTRIC CODE.

13.ANY AND ALL REQUIRED UTILITIES FOR THE CONTRACTOR'S OPERATIONS SHALL BEARRANGED FOR AND PAID FOR BY THE CONTRACTOR AND PAID DIRECTLY TO THEAPPROPRIATE UTILITY. UTILITY ARRANGEMENTS SHALL BE SUBJECT TO THEAPPROVAL OF THE OWNER AND RPR. CONTRACTOR SHALL NOT DRAW WATER FROMANY FIRE HYDRANT FOR USE ON THE WORK WITHOUT FIRST OBTAINING WRITTENAPPROVAL FROM THE CONTROLLING FIRE DEPARTMENT OR UTILITY.14.THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL FIRE HYDRANTS AND BACKFLOWPREVENTERS AT ALL TIMES15.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND RPR ON THE PRECISELOCATION AND LIMITS OF THE CONTRACTOR'S STAGING AND STORAGE AREA, ASWELL AS ANY SPECIAL REQUIREMENTS FOR FENCING, SECURITY OR ACCESS. IT IS THECONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL UTILITIES AND HOOK-UPSNECESSARY FOR THE CONTRACTOR'S USE AND FOR ALL PROJECT FIELD OFFICES ASREQUIRED IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL USE THE STAGINGAND STORAGE AREA FOR SHOP, MATERIAL AND EQUIPMENT STORAGE, AND OTHERPROJECT-RELATED ACTIVITIES INCLUDING EMPLOYEE PARKING. ALL COSTSASSOCIATED WITH PREPARATION AND CLEANUP OF THE STAGING AREA SHALL BEBORNE BY THE CONTRACTOR.16.THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE TRAFFIC REGULATIONSCONCERNING THE USE OF STREETS AND ROADWAYS FOR HAULING. ANY DAMAGEDONE TO THE ROADWAYS DUE TO THE CONTRACTOR'S EQUIPMENT OR HAULINGOPERATIONS SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AT NO COST TOTHE OWNER.17.THE CONTRACTOR SHALL NOT ENTER ONTO ANY AREA OUTSIDE OF THECONSTRUCTION LIMITS, STAGING AREA, OR DESIGNATED HAUL ROUTES WITHOUTAPPROVAL OF THE OWNER OR RPR.18.IN CASE OF AN AIRCRAFT EMERGENCY THE AREA AROUND THE AIRCRAFT SHALL BEEVACUATED AND NOT REENTERED BY THE CONTRACTOR WITHOUT GIVENPERMISSION EXCEPT FOR LIFESAVING ACTIVITIES.19.ALL GATES USED BY THE CONTRACTOR SHALL REMAIN CLOSED AT ALL TIMES EXCEPTWHEN AUTHORIZED EQUIPMENT IS ACTUALLY ENTERING THE AIRPORT. DURINGCONTINUOUS USE OF A GATE FOR DELIVERY OF EQUIPMENT OR MATERIALS,CONTRACTOR SHALL REQUEST THAT THE AIRPORT PLACE THE GATE IN A LOCKEDOPEN STATE; CONTRACTOR SHALL PROVIDE A FLAGGER, TRAINED BY THE AIRPORTAND PLACE THE FLAGGER AT THE OPEN GATE TO KEEP UNAUTHORIZED PERSONNELAND WILDLIFE FROM ENTERING THE AIRPORT.20.CONTRACTOR SHALL ACCESS THE AIRPORT THROUGH THE HANGAR ACCESS ROADGATE, GATE G4.21.CONTRACTOR WILL PROVIDE A QUALIFIED FLAGGER WITH AN AIRCRAFT RADIO TOMONITOR AIRPORT FREQUENCY, 122.800 MHZ AND OBSERVE AIRCRAFTOPERATIONS WHEN CONTRACTOR IS WORKING NEAR ACTIVE TAXIWAYS, APRONAND RESTRICTED AREAS.22.CONTRACTOR SHALL INSTALL TEMPORARY BMP'S AS REQUIRED BY PERMITTINGAGENCIES.23.ALL TRASH SHALL BE PLACED IN WASTE CONTAINERS TO PREVENT THE ATTRACTIONOF WILDLIFE. WASTE CONTAINERS SHALL BE EQUIPPED WITH LIDS AND SECURED ATALL TIMES. NO TRASH OR DEBRIS SHALL BE LEFT ON SITE BY THE CONTRACTOR.24.NO MATERIAL SHALL BE WASTED OR STOCKPILED ON THE AIRPORT UNLESSAPPROVED BY THE OWNER AND RPR. STOCKPILED MATERIAL SHALL MEETPERMITTING AGENCY BMP REQUIREMENTS AND SHALL BE CONSTRAINED IN AMANNER TO PREVENT MOVEMENT AS A RESULT OF AIRCRAFT OPERATIONS ORWIND AND IN ACCORDANCE WITH FAA ADVISORY CIRCULARS.

25.ANY WASTE, CONSTRUCTION DEBRIS, OR SOIL MUST BE DISPOSED OF PROPERLY.DISPOSAL OF MATERIAL OFF-SITE SHALL BE DONE IN A LAWFUL MANNER AND AT ASITE HAVING CURRENT APPROVAL TO ACCEPT SOLID WASTE. DISPOSAL SITE ANDPROCEDURES MUST BE IDENTIFIED BY THE CONTRACTOR AND SUBMITTED TO THEOWNER AND RPR FOR APPROVAL PRIOR TO USE.26.CONTRACTOR SHALL HAVE SPILL KITS AVAILABLE IN WORK AREAS AND SHALLCONTAIN ALL SPILLS IMMEDIATELY AND SHALL NOTIFY RPR. AT ANY SIGN OFCONTAMINATED SOIL, THE CONTRACTOR SHALL NOTIFY RPR AND OWNER FORASSESSMENT OF APPROPRIATE REMEDIATION.27.ANY SOLVENT USED TO CLEAN TOOLS, EQUIPMENT, OR SPILLS MAY BE CONSIDEREDA HAZARDOUS WASTE AND MUST BE PROPERLY MANAGED. NO SOLVENTS,CLEANING BY-PRODUCTS, WASTE, REFUSE, OR LEFTOVER PAINT MAY BE DISPOSEDOF OR DISCHARGED INTO STORM DRAINS, DRYWELLS, OR ANY GROUND SURFACE,OR OTHERWISE BE PERMITTED TO REMAIN ON AIRPORT PROPERTY. ALL SUCHMATERIAL SHALL BE REMOVED OFF-SITE BY CONTRACTOR IN ACCORDANCE WITHAPPLICABLE LAWS AND REGULATIONS.28.THE CONTRACTOR SHALL CONDUCT THE FINAL CLEANING OF AFFECTED AIRPORTPAVEMENTS PRIOR TO REOPENING THE PAVEMENTS TO ALL VEHICLE TRAFFIC. THEAREA AROUND ANY REMOVED STRUCTURES, POLES, PIPES, CONDUIT, ANDEQUIPMENT SHALL BE MADE SMOOTH AND COMPLETELY FREE FROM ANY BURRS,SHARP EDGES, OR PROTRUSIONS WHICH COULD POSE A RISK TO VEHICLES ORPEDESTRIANS.29.CONTRACTOR SHALL ENSURE THAT ALL VAULT LIDS AND MANHOLE COVERS WHICHWERE NOT DESIGNATED TO BE ABANDONED OR REMOVED ARE OPERATIONALFOLLOWING COMPLETION OF CONSTRUCTION.30.AT THE CONCLUSION OF ALL WORK, CONTRACTOR SHALL SEED CONTRACTOR'SSTORAGE, STAGING AND TEMPORARY STOCKPILE AREA AND ALL DISTURBEDGRADING OR EMBANKMENT AREAS. LIMITS OF SEEDING SHALL BE VERIFIED BYRESIDENT ENGINEER. HYDROSEEDING SHALL BE A REQUIRED BMP. NO ADDITIONALPAYMENT FOR SURFACE PREPARATION OR SEEDING OF DISTURBED AREAS SHALL BEMADE. SEED MIX MUST MATCH LOCAL GRASSES, COMPLY WITH LOCALREQUIREMENTS, AND BE SUITABLE FOR USE ON AIRPORTS. SEED MIX, MULCH,FERTILIZER, AND APPLICATION RATES SHALL BE APPROVED BY OWNER PRIOR TO USE.HYDROSEEDING MUST PRODUCE ADEQUATE GROWTH TO SATISFY THE STATEWATER BOARD SUCH THAT THE SWPPP, IF REQUIRED, CAN BE CLOSED OUT AFTERTHE PROJECT IS COMPLETE.31.THE CONTRACTOR SHALL COMPLETE CLEANUP AND RESTORATION OF THE ENTIREPROJECT AREA, INCLUDING STAGING AND STORAGE AREAS PRIOR TO PROJECT FINALACCEPTANCE.

WORK ZONES AND FACILITY CLOSURESWORKZONECONTRACTOR'S WORKWORK AREAFACILITY CLOSURECOMMENTS1CLOSURE OF EXISTING FUEL TANKFUEL ISLAND AND APRON OUTSIDEOF TOFAFUEL ISLAND, PORTION OF APRONTAXILANEREMAIN CLOSED FOR PROJECTDURATION2SOIL SAMPLING AND CLOSURE OFEXISTING FUEL TANKTAXIWAY A OBJECT FREE AREA(62' FROM TW A CENTERLINE)WORK ZONE 1 CLOSURE, ANDTAXIWAY A BETWEEN TW D & TW EPROVIDE 48 HOUR NOTICE PRIOR TOCLOSURE, REOPEN EACH WORKING DAY12

TRUE NORTH
SAFETY AREASAREAWIDTHCL DISTDIST BYND THLDRSA 150'75'300'ROFA500'250'300'TSA79'39.5'TOFA124'62'

UPUPUPUPUPUP

TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFA

TOFATOFASDSD
SD

SDSDSDSDSD

XXXXXXXXXXXX
FF

ROFAROFAROFAROFAROFAROFAROFAROFAROFAROFAROFA

XRSAROFATOFA
STAGING NOTES:1.CONTRACTOR SHALL FURNISH, PLACE, MAINTAIN & REMOVE BARRICADES AS NEEDED.2.THERE ARE TWO WORK AREAS FOR THIS PROJECT:- ZONE 1 IS FUEL TANK MANHOLES, PIPING, PUMPS, AND ANY OTHER COMPONENTS OF THE FUEL TANK SYSTEMWHICH ARE LOCATED NO LESS THAN 62 FEET FROM THE TAXIWAY A CENTERLINE.- ZONE 2 IS ANY PART OF THE FUEL TANK SYSTEM OR WORK AREA WHICH NEEDS TO BE ACCESSED WITHIN 62 FEETOF THE TAXIWAY A CENTERLINE.3.CONTRACTOR SHALL PROVIDE A DETAILED SCHEDULE CLOSING OF EACH WORK AREA.4.TAXIWAY A / ZONE 2 SHALL BE REOPENED AT THE END OF EACH WORKING DAY.5.NO WORK SHALL BEGIN UNTIL ALL BARRICADES HAVE BEEN INSTALLED TO CLOSE THE APRONS AND TAXILANES ASSHOWN ON THE BARRICADE PLAN FOR EACH WORK ZONE. THE REQUIRED NOTAMS WILL BE ISSUED BY THEAIRPORT MANAGER.6.CONTRACTOR SHALL GIVE AIRPORT 2 WEEKS NOTICE PRIOR TO START OF CONSTRUCTION, AND 48 HOURS NOTICEPRIOR TO ANY CLOSURE OF TAXIWAY A.7.CONTRACTOR'S TEMPORARY STORAGE AND STAGING AREA IS SHOWN FOR INSIDE OF THE AIRPORT PERIMETERFENCE. THESE AREAS MAY BE USED FOR TEMPORARY STOCKPILES FOR EACH WORK ZONE. ALL STOCKPILES SHALL BEREMOVED AT THE END OF THE PROJECT AND EXISTING PAVEMENT BROOM CLEANED PER THE REQUIREMENTS OFTHE GENERAL NOTES.8.CONTRACTOR'S ACCESS AND HAUL ROAD IS THROUGH GATE G4. GATES SHALL REMAIN CLOSED EXCEPT FORCONTINUOUS DELIVERY OF MATERIALS . SEE GENERAL NOTE 21 ON SHEET 2 FOR CONTINUOUS GATE USE. PROTECTGATE AND CONTROLS FROM DAMAGE. AIRPORT ACCESS AND HAUL ROAD SHALL BE BROOM CLEAN. CONTRACTORSHALL SELF INSPECT VEHICLES TO PREVENT AIRPORT MATERIALS BEING TRACKED ONTO ACCESS ROAD ANDADJOINING COUNTY ROAD.

LIVICExp. 6-30-2027No. C 71139REGISTERED PROFESSIONAL ENGINEERSTATE OF CALIFORNIAMELISSA S. BRANDLEYCLOSURE OF EXISTING UNDERGROUND FUELSTORAGE TANK EXHIBIT 2
96" (84" WHEN CONNECTED)10"SOLAR WARNING LIGHTWATER RELEASE PLUGSAFETY ORANGESAFETY ORANGE PRISMATIC REFLECTORWHITE PRISMATIC REFLECTORFORK LIFT GROOVE TS99.059905a.02.CSPP1"=50'6/30/2025BARRICADE PLANHANFORD MUNICIPAL AIRPORTHANFORDCALIFORNIA MSBDATEDRAWNCHECKEDPROJECT No.FILESCALE No.REVISIONSBYAPRDATE SHEET No. ENGINEER OF RECORD
G:\99 HANFORD\05 FUEL ISLAND\CLOSURE PLAN\9905A.02.CSPP.DWGPLOTTED BY Kevin Currey 6/30/2025 3:00 PM 6125 KING ROAD, SUITE 201 · LOOMIS, CALIFORNIA 95650 · (916) 652-4725 10" WATER-FILLED BARRICADENOT TO SCALE

TAXIWAY A

RETENTIONPOND
WORK ZONE 2

CONTRACTOR'S STAGINGAND TEMPORARY STORAGEAREA

LOW PROFILEBARRICADE

LOW PROFILEBARRICADE

TAXIWAY D
0255050SCALE: 1"=50'CONTRACTORFLAGGER
35 X X X
X X X
X X XX X XX X XX X XX X XX X XX X XX X XX X XX X X1
2 2
1 LEGEND EXISTING FENCE LINEEXISTING PAVEMENTRUNWAY SAFETY AREARUNWAY OBJECT FREE AREACONTRACTOR'S STAGING AND STORAGE AREARUNWAY OBJECT FREE AREAX X XX X XAIRCRAFT ROUTEHAUL ROADARFF ACCESS ROUTELOW-PROFILE BARRICADEHANFORD CTAF: 122.800WORK ZONES AND FACILITY CLOSURESWORKZONECONTRACTOR'S WORKWORK AREAFACILITY CLOSURECOMMENTS1CLOSURE OF EXISTING FUEL TANKFUEL ISLAND AND APRON OUTSIDEOF TOFAFUEL ISLAND, PORTION OF APRONTAXILANEREMAIN CLOSED FOR PROJECTDURATION2SOIL SAMPLING AND CLOSURE OFEXISTING FUEL TANKTAXIWAY A OBJECT FREE AREA(62' FROM TW A CENTERLINE)WORK ZONE 1 CLOSURE, ANDTAXIWAY A BETWEEN TW D & TW EPROVIDE 48 HOUR NOTICE PRIOR TOCLOSURE, REOPEN EACH WORKING DAY 62'
BARRICADE NOTES:1.CONTRACTOR WILL FURNISH, INSTALL, AND MAINTAIN PLASTIC WATER-FILLED LIGHTED BARRICADES.2.EACH BARRICADE SHALL HAVE 2 SOLAR-POWERED LIGHTS WITH RED LENSES EACH CONTROLLED BYPHOTOCELLS SUCH THAT THEY ARE ON CONTINUOUS AT NIGHT AND OFF BY DAY.3.BARRICADES SHALL BE SECURED IF NECESSARY TO RESIST MOVEMENT FROM JET BLASTS OR PROP BLAST.4.LOCATE BARRICADES AS SHOWN ON THE PLAN AND DIRECTED BY RESIDENT PROJECT REPRESENTATIVE.WHERE SPACING BETWEEN BARRICADES IS PERMITTED, SPACING SHALL NOT EXCEED 4 FEET. SEE THISSHEET FOR LOCATIONS.5.AT THE COMPLETION OF THE CONSTRUCTION, ALL BARRICADES SHALL BE DRAINED OF WATER ANDREMOVED FROM THE AIRPORT. 12 TRUE NORTH

12/13/2017 AC 150/5370-2G
Appendix D
D-1
APPENDIX D. CONSTRUCTION PROJECT DAILY SAFETY INSPECTION CHECKLIST The situations identified below are potentially hazardous conditions that may occur during airport construction projects. Safety area encroachments, unauthorized and improper ground vehicle operations, and unmarked or uncovered holes and trenches near aircraft operating surfaces pose the most prevalent threats to airport operational safety during airport construction projects. The list below is one tool that the airport operator or contractor may use to aid in identifying and correcting potentially hazardous conditions. It should be customized as appropriate for each project
including information such as the date, time and name of the person conducting the inspection.

Table D-1. Potentially Hazardous Conditions
Item Action Required (Describe)
No Action
Required
(Check)
Excavation adjacent to runways, taxiways,
and aprons improperly backfilled.

Mounds of earth, construction materials,
temporary structures, and other obstacles
near any open runway, taxiway, or taxi
lane; in the related Object Free area and
aircraft approach or departure areas/zones;
or obstructing any sign or marking.

Runway resurfacing projects resulting in
lips exceeding 3 inch (7.6 cm) from
pavement edges and ends.

Heavy equipment (stationary or mobile)
operating or idle near AOA, in runway
approaches and departures areas, or in
OFZ.

Equipment or material near NAVAIDs that
may degrade or impair radiated signals
and/or the monitoring of navigation and
visual aids. Unauthorized or improper
vehicle operations in localizer or glide
slope critical areas, resulting in electronic
interference and/or facility shutdown.

Tall and especially relatively low visibility
units (that is, equipment with slim profiles)
— cranes, drills, and similar objects —
located in critical areas, such as OFZ and

12/13/2017 AC 150/5370-2G
Appendix D
D-2
Item Action Required (Describe)
No Action
Required
(Check)
approach zones.

Improperly positioned or malfunctioning
lights or unlighted airport hazards, such as
holes or excavations, on any apron, open
taxiway, or open taxi lane or in a related
safety, approach, or departure area.

Obstacles, loose pavement, trash, and other
debris on or near AOA. Construction debris
(gravel, sand, mud, paving materials) on
airport pavements may result in aircraft
propeller, turbine engine, or tire damage.

Also, loose materials may blow about,
potentially causing personal injury or
equipment damage.

Inappropriate or poorly maintained fencing
during construction intended to deter
human and animal intrusions into the AOA.

Fencing and other markings that are
inadequate to separate construction areas
from open AOA create aviation hazards.

Improper or inadequate marking or lighting
of runways (especially thresholds that have
been displaced or runways that have been
closed) and taxiways that could cause pilot
confusion and provide a potential for a
runway incursion. Inadequate or improper
methods of marking, barricading, and
lighting of temporarily closed portions of
AOA create aviation hazards.

Wildlife attractants — such as trash (food
scraps not collected from construction
personnel activity), grass seeds, tall grass,
or standing water — on or near airports.

Obliterated or faded temporary markings
on active operational areas.

Misleading or malfunctioning obstruction
lights. Unlighted or unmarked obstructions
in the approach to any open runway pose
aviation hazards.

12/13/2017 AC 150/5370-2G
Appendix D
D-3
Item Action Required (Describe)
No Action
Required
(Check)
Failure to issue, update, or cancel
NOTAMs about airport or runway closures
or other construction related airport
conditions.

Failure to mark and identify utilities or
power cables. Damage to utilities and
power cables during construction activity
can result in the loss of runway / taxiway
lighting; loss of navigation, visual, or
approach aids; disruption of weather
reporting services; and/or loss of
communications.

Restrictions on ARFF access from fire
stations to the runway / taxiway system or
airport buildings.

Lack of radio communications with
construction vehicles in airport movement
areas.

Objects, regardless of whether they are
marked or flagged, or activities anywhere
on or near an airport that could be
distracting, confusing, or alarming to pilots
during aircraft operations.

Water, snow, dirt, debris, or other
contaminants that temporarily obscure or
derogate the visibility of runway/taxiway
marking, lighting, and pavement edges.

Any condition or factor that obscures or
diminishes the visibility of areas under
construction.

Spillage from vehicles (gasoline, diesel
fuel, oil) on active pavement areas, such as
runways, taxiways, aprons, and airport
roadways.

Failure to maintain drainage system
integrity during construction (for example,
no temporary drainage provided when
working on a drainage system).

12/13/2017 AC 150/5370-2G
Appendix D
D-4
Item Action Required (Describe)
No Action
Required
(Check)
Failure to provide for proper electrical
lockout and tagging procedures. At larger
airports with multiple maintenance
shifts/workers, construction contractors
should make provisions for coordinating
work on circuits.

Failure to control dust. Consider limiting
the amount of area from which the
contractor is allowed to strip turf.

Exposed wiring that creates an
electrocution or fire ignition hazard.

Identify and secure wiring, and place it in
conduit or bury it.

Site burning, which can cause possible
obscuration.

Construction work taking place outside of
designated work areas and out of phase.

APPENDIX B

REQUIRED SUBMITTALS

SD Shop Drawings
D Data/List of Materials
P Product catalog sheets
C Certifications
Q Quality Control Submittals
OM Operation and Maintenance Manuals
W Warranty Over One Year Period
SP Spare Parts
T Training
O Other

SD D P Q C OM W SP T O
SC (9) Construction Schedule X
SC (18) A Safety Plan Compliance Document X
Plan Sheet 4 Health and Safety Plan X
Plan Sheet 4 UST Closure Permit Application X
Plan Sheet 4 Material Used to Fill Tank X
SC (23) Record Drawings X

APPENDIX B

HANFORD MUNICIPAL AIRPORT

CLOSURE OF EXISTING UNDERGROUND FUEL STORAGE TANK

REQUIRED SUBMITTAL TYPE
SPEC. SECTION ITEM REQUIRING A SUBMITTAL

REQUIRED SUBMITTAL LIST
Note: This submittal list is provided for the contractor's convenience and may not represent ALL submittals required by the contract documents. Contractor is ultimately responsible for identifying and providing ALL required submittals.

APPENDIX B - 1

SUBMITTAL LIST

APPENDIX C

UNDERGROUND STORAGE TANK PERMIT

330 Campus Drive, Hanford, CA 93230 | Phone: 559-584-1411 | Fax: 559-582-6040 Rose Mary Rahn
Director

Milton Teske, M.D.

Health Officer

To promote and protect the health and well-being of Kings County residents through education, prevention, and intervention.

UNDERGROUND STORAGE TANK PERMIT

PERMIT ISSUED TO TANK OWNER
PERMIT MUST BE POSTED AT FACILITY – NONTRANSFERABLE
Date Issued: August 23, 2023
Expires: December 31, 2025
24 Hr. Emergency No.: 559-707-1111
Contact Person: Robert Loogman
(PERMITTEE) Tank Owner's Name:

CITY OF HANFORD
Owner's Address:
900 S. 10th Ave., Hanford, CA 93230
Facility Name: CITY OF HANFORD AIRPORT
Phone#: 559-585-2589
Location:
775 Foggy Bottom Rd., Hanford, CA 93230
Operator's:

Name: CITY OF HANFORD
Operator's Address:
900 S. 10th Ave., Hanford, CA 93230
BOE #: 44-049378 CERS #: 10484464 UST D.O.: Banks & Co. (Staff)

PERMIT# STATE ID# TANK SIZE CONTENTS
046-001 10484464-000001 12,000 Gallons Aviation Fuel

COMPONENT YEAR EQUIPMENT DESCRIPTION

Tanks:

1/1/1969
The single-walled walled steel tank is interior lined. The tank is provided with impressed c urrent cathodic protection and is continuously monitored by a Veeder Root TLS 350 Plus . The monitor performs weekly tank integrity testing at a 0.2 GPH leak rate threshold. Results are maintained on site. The deadline to remove this SW tanks is December 31, 2025.

Piping:

06/1999
Pressurized A.O. Smith Red Thread IIA double-walled FRP product supply piping is contained within a single- walled poly sump. A Veeder-Root 208 sensor monitors the turbine sump. Turbine pump shutdown will occur if the turbine sump sensor is activated. Tank vent and vapor return piping also consists of single-walled Red Thread II FRP piping.

LLD: A Red Jacket FXIV mechanical line leak detector performs continuous 3.0 GPH line leak simulation threshold testing.

Overfill: Pomeco drop tubes with flapper valves are installed.

Overspill: A d irect buried Pomeco 2100 series 5 -gallon overspill bucket with drain valve is installed.

UDC:

The aviation fuel dispenser is above ground and is not installed with a dispenser pan. However, the surface containment of the dispenser is monitored at base level by a VR 001 stand-alone sensor that will deactivate dispensing if the sensor is activated.

Alarm panel:

A Veeder-Root TLS 350 Plus panel continuously monitors the tank turbine sump sensor and dispenser containment area. Fail Safe and Sensor out are testable features with this panel.

This UST facility operation is subject to all UST laws, regulations, permit conditions, as well as the payment of annual department issued permit fees. This permit, permit conditions, site map, and approved monitoring & response plan shall be maintained onsite for review upon request.

Signature:

Title:

Supervising Environmental Health Officer
Date:

August 23, 2023
H:/ff/cupa/a-d/cityofhhanford-airport/ust permit – August 2023 (Revised)

Site Map: Business Name: CITY OF HANFORD AIRPORT
Address: 775 FOGGY BOTTOM RD., HANFORD, CA Site Map: 1 of 2 N

AIRPORT
OFFICE
hangar
X
water
shut-down
X
hangar
hangar
hangar
Sheriff’s
office
evacuation
assembly
area
electrical
shut-down
X propane
shut-down
Note
There is no natural gas
supply to this facility

Site Map: Business Name: CITY OF HANFORD AIRPORT
Address: 775 FOGGY BOTTOM RD., HANFORD, CA Site Map: 2 of 2 E-Stop
X
Veeder Root TLS 350
monitoring panel
UST
Vent Line
NOTE:

THIS IS AN

UNMANNED KIOSK
N
STP
Fill
A 12 K gal. tank that formerly
stored jet fuel was officially
closed in place in June 2019
AV Gas – 12 K gal.
single-wall steel
(no tank annular sensor)

PIPING LEGEND
Product Supply Lines
Tank Vent Lines
X
Sensors
L1 - Jet A – STP Sump
L2 - Av Gas – STP Sump
X1 – VR stand alone sensor Above-ground
Dispenser
(either product)
x1
L2
X
CP
rectifier
propane
250 gal. X
electrical
shut-down X

Three Thousand Six Hundred and Ninety Nine
3,699.00
Fifteen Thousand Nine Hundred and Eighty Five
15,985.29
Sixty Two Thousand and Fifty Seven
Twenty Nine
Zero
Forty Three
Sixteen
Twenty Eight
1,628.00

16.28 83,369.72
Eighty Three Thousand Three Hundred and Sixty Nine Dollars and Seventy Two Cents 62,057.43

25%
Sampling, Reporting
4186 W Swift Ave, Ste 107, Fresno, CA
SBE #18473
1000012307

x

/0/1/2/3/1/4/5/i255/7/8/i255/9/10/9/11
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/9/40/41/9/10/11
/42/43/43/44/45/46/46/47/47/47/48/49/50/51/48/52/49/48/53/54/55/46/56/54/54/50/57/46/52/54/58/44/59/60/49/61/52/62/63/52/62/50/43/64/48/42/43/58/59 /65/66/67/66/67/68/69/i255/71/72/73/71/i255/74/75/76 /77/78/79/80/81/82/83/79/77/i255/84/79/82/i255/85/86/87/81/88/82/89/86/87/i255/90/81/77/82/91/72/i255/92/80/80/93/85/81/77/91/i255/94/79/86/87/86/78/93/95/88/86/78/86/91/i255/95/78/86/86/96/87/i255/85/86/97/88/78/77/96/79/81/83 /98/96/96/99/87/72/66/66/87/87/78/100/77/82/101/100/89/77/100/97/81/102/66/87/87/78/91/81/81/82/87/66/91/81/81/82/87/103/82/86/99/81/82/96/79/83/97/66/99/86/82/104/66/99/98/99/66/89/86/82/96/79/80/79/89/77/96/86/100/99/98/99 /71/66/71

E N V I R O N M E N T A L
Solutions Made Easy
CA Lic. #501913 • NV Lic. #0034638 • DOSH Registration #19 • Hauler Registration #2908 • EPA #CAR000263707 • DIR Registration #1000002856 24 Hour Emergency Spill Response • Asbestos Abatement • Lead Paint Removal • Hazardous Waste Hauling & Disposal • Soil Remediation Site Assessments • Microbial Decontamination • Indoor Air Quality • Lab Packing • Hydroblasting • Painting & Coatings P.O. Box 10077, Fresno, CA 93745-0077
Fresno (559) 233-7156 Sacramento (916) 992-5405
www.parcenvironmental.com

PROPOSAL NO: 35-048
DATE: Wednesday, August 13, 2025

JOB NAME: Hanford Municipal Airport UST Closure
PARC Environmental, hereinafter designated as PARC, proposes to perform the following:
• Prepare a site-specific Health and Safety Plan (HASP). • Obtain all necessary permits to close the UST and abandon in place. • Delineate work area with Lo-Profile Airport Barricades on all sides. • Removal of Fuel Shed. Transport & Dispose of all generated waste. • Rinsing & Removal of Fuel Dispenser, Tank Vent Lines, and Tank Supply Lines • Rinsing & Closure of one 12,000-Gallon UST
• Perform all necessary sampling and analysis required by governing agencies. • Necessary backfill & concrete paving to restore site to pre-project conditions. • Transport and Dispose of all generated waste.
• Provide final UST System Closure Report.

Total Bid Amount: 83,369.72

Exclusions/Assumptions:
• Work in excess of the scope listed above
• Project is anticipated to take no more than two weeks onsite to complete • In lieu of an Asbestos & Lead Survey for the Fuel Shed, all debris will be managed as regulated waste. • Pricing is representative of all onsite personnel being compensated at CA State Prevailing Wage Rates.

PROPOSAL TERMS: This proposal shall be incorporated into any contract and attached to it as an Exhibit. All work shall be performed in accordance with state and federal regulations pertaining to abatement of hazardous materials including transportation and disposal of waste. PARC carries liability, worker’s compensation, and auto insurance.

Unless otherwise stated; the customer agrees to supply sufficient water and electricity at no cost to PARC; the customer acknowledges that abatement requires the application of tape and agrees that PARC will not be held responsible for tape damage or for repainting; this bid is based on performing the work during regular work hours; PARC shall not be responsible for weather protection or for damages resulting from weather or vandalism; this proposal is subject to change and may be withdrawn if not accepted within 30 days of the above date. Unless otherwise noted, this is a lump sum proposal; quantities listed are informational only and not to be used for deductive pricing. Unless otherwise noted, price is based on non-prevailing wages.

TRANSPORTATION OF WASTE TERMS: The Generator authorizes PARC Environmental to sign all transportation documents and waste profiles as “agent for the generator”. PARC will forward all required documentation to Generator. PARC Environmental will abide by all local, state, and federal regulations when handling, packaging, and transporting all wastes.

PAYMENT TERMS: Retention shall be paid within 90 days of substantial completion of work by PARC. Cash forthwith for any portion of work commenced and completed in any one calendar month. Balance of contract price due and payable within 10 calendar days upon completion of PARC’s work. Unpaid monies shall be subject to a finance charge of 1.5% per month. The customer agrees to compensate PARC for any collection-related costs, including reasonable attorney fees, if full payment is not made to PARC in a timely manner. The customer agrees that the court of jurisdiction, for any claim, shall be located in Fresno County.

Accepted Date: PARC Environmental
By: Approved:

Title: By: Thomas Seaney, PM
To: City of Hanford
Address: 315 N Douty Street, Hanford, CA
Email: [email protected]
Phone: (559) 585-2589

13.G.

AGENDA

STAFF REPORT

MEETING DATE: 8/19/2025 AGENDA SECTION: CONSENT CALENDAR

SUBJECT:

Approval of purchase and installation of a WILO Duplex Booster System for the Hanford Learning Center Softball Complex for a total amount of $88,101.23, with 50% ($44,050.61) of total cost reimbursed through an existing agreement with the Hanford Joint Union High School District (HJUHSD).

RECOMMENDATION:

That the City Council, by motion, approve the purchase and installation of a WILO Duplex Booster System for the Hanford Learning Center Softball Complex for a total amount of $88,101.23, with 50% ($44,050.61) of total cost reimbursed through an existing agreement with the Hanford Joint Union High School District (HJUHSD).

Recommended motion: I move to approve the purchase and installation of the WILO Duplex Booster System for the Hanford Learning Center Softball Complex for a total amount of $88,101.23, with 50% ($44,050.61) of total cost reimbursed through an existing agreement with the Hanford Joint Union High School District (HJUHSD).

BACKGROUND:

The Hanford Learning Center Softball Complex is a joint-use facility collaboratively developed by:
• City of Hanford
• Hanford Joint Union High School District (HJUHSD)

Problem: Irrigation Pump Failure

In July, the last functioning pump within the irrigation pump system at the Hanford Softball Complex failed, rendering the site without any mechanical water pressure assistance for field irrigation. The facility typically requires consistent water flow rates between 500–700 gallons per minute (GPM) to properly maintain the turf and playing surfaces.

Since the pump system failure, City staff have been forced to manually irrigate the fields using only domestic water pressure. This method is significantly less efficient and labor-intensive, and it does not deliver the required pressure or flow rate needed to maintain the fields to an acceptable standard, especially during peak usage in the summer months.

This failure threatens safe playing conditions for student-athletes, field usability for community events

and recreation and the City's ability to meet its obligations under the joint-use agreement.

Proposed Solution: WILO Duplex Booster System from Bogies Pumps (lowest bidder)

Due to the physical space constraints of the existing pump enclosure, the replacement pump system must conform to specific dimensional requirements. The enclosure was built for the original skid- mounted pump and VFD (Variable Frequency Drive) system, and cannot accommodate larger or differently configured units without extensive and costly modifications.

The proposed replacement unit is the current model that directly supersedes the original system. It is manufactured by the same vendor and is designed to fit into the existing layout. This ensures full compatibility with the current irrigation controls, electrical connections, and plumbing layout. Any alternative system quoted would have required significant structural alterations, additional labor, and electrical and mechanical retrofitting, resulting in higher costs and longer downtime.

Telstar Instruments will be responsible for installing the system. They are selected for their experience with municipal irrigation systems, familiarity with the City's technical standards and expectations and are expected to handle the installation efficiently with minimal downtime.

FISCAL IMPACT:

Equipment Cost: $51,793.23, Installation Cost: $36,308.00, Total Project Cost: $88,101.23

Per the existing agreement between the City and HJUHSD, the high school district will contribute 50% of the project cost. The remaining 50% will be funded through Measure H, the voter-approved local funding source that can fully support this project.

ATTACHMENTS:

1. Bogies Quote-Selected

2. Telstar Installation Quote-Selected

3. WILO Booster Specs

4. Sole Source Telstar Hanford Softball Complex System

5. Aqua Pump and Motor Inc Quote

6. Thomas & Assoc Quote

Estimate
Date 8/14/2025
Estimate # 20408
Name / Address
City of Hanford
Attn: Accounts Payable
315 N Douty St
Hanford, CA 93230
[email protected]
Terms
Net 30
Job Name
Total
Subtotal
Sales Tax (7.25%)
Customer Contact

CITY OF HANFORD
Customer Phone
559-585-2556
Customer E-mail
[email protected]

1. Freight is not included and needs to be added unless mentioned in this quotation.

2. Quotation valid for 30 days.

3. 25% restocking fees to be charged for cancelled items.

4. Offloading and installation of equipment by others, unless mentioned in this quotation.

5. Quote may or may not include surcharges due to recent tariff pricing.

Please let us know if there shall be any questions or concerns. 4916 E. Ashlan Ave, Fresno, CA 93726
OFFICE: 559-291-9701
FAX: 559-291-2134
Item Description Qty Cost Total
- CITY OF HANFORD: SOFTBALL FIELD BOOSTER -
BOOSTER PACK... WILO DUPLEX BOOSTER SYSTEM
CO2-Helix V270-02 VCE 460V
System Voltage: 460v~3
Confirmed Power Supply Voltage: 3~460V
Maximum System Flow: Maximum System Flow: 700.0 USgpm
Flowrate per Pump: Flowrate per Pump: 350.0 USgpm
Minimum Inlet Pressure: Minimum Inlet Pressure: 27.00 psi.g System Boost (System Pressure Boost): System Boost (System Pressure Boost): 53.00 psi.g
Set Point: Set Point (System Constant Pressure Setting): 80.00 psi.g Quantity of Pumps: Duplex (2): 100% pump, 1 standby
Installation Elevation: Installation Elevation: 300.0 ft Fluid Temperature: Fluid Temperature: 68.00 deg F
Ambient Temperature: Ambient Temperatrue: 68.00 deg F
Pump Run/Fault Lights: Duplex
Dome Light: Fail Only
Suction/discharge manifold entry/exit system connections: Suction:

Left, Discharge: Left
1 44,150.79 44,150.79T
START-UP ONSITE START UP AND TRAINING 1 1,500.00 1,500.00 Freight FREIGHT 1 2,500.00 2,500.00
$51,351.72
$48,150.79
$3,200.93
$3,642.44
$51,793.23

Contractor License #422364
Contractor DIR #1000000899

CONTROL SYSTEM INTEGRATION • INSTRUMENTATION SERVICES
SCADA/AUTOMATION • PLC/HMI • ELECTRICAL • CALIBRATION • MAINTENANCE

4017 Vista Park Court, Sacramento, CA 95834 Phone 916-646-1999, Fax 916-646-1096 202 South Douty Street, Hanford, CA 93230 Phone 559-584-7116, Fax 559-584-8028

July 31st, 2025

Hanford Parks and Facilities
321 N Douty St.
900 S. 10th Ave.

Hanford, CA 93230
Sent via Email: [email protected]

Attn: Levi Winebrenner
Subject: Installation of the Centennial Irrigation Booster Skid Reference: 20-44651 – Hanford PW

Drawings: N/A
Specifications: N/A

Dear Levi,

Telstar Instruments (“Telstar”) is pleased to provide a quote for the referenced project to the above identified purchaser (“Customer”).

By accepting this proposal from Telstar, you agree to treat this as confidential information.

SCOPE OF SUPPLY:

1. Telstar will provide the following labor (at Prevailing Wage) and materials for the installation of the Centennial Booster Pump Skid (Pump Skid provided by Others). a. Disconnect the piping from the existing booster pump skid and remove b. Prep the existing piping and area for the new booster pump skid c. Form and pour the concrete pad extension for the new larger skid d. Install the new booster pump skid
e. Install new piping and fittings to connect to the new skid f. Connect power to the new booster skid
g. Deliver the existing pump skid to the City Corp Yard.

2. Start up and testing

Lump Sum Price for this Scope ................................ ................................ ............................. $36,308.00 Shipping and Handling for Telstar Supplied Materials IS INCLUDED Sales Tax IS INCLUDED

This quotation is based on Customer’s representation that this IS a prevailing wage project.

Contractor License #422364
Contractor DIR #1000000899

CLARIFICATIONS, EXCEPTIONS, AND EXCLUSIONS
a. Material price is valid for seven (7) days from date referenced on this quote (Refer to Industry Material Pricing and Delivery clause under Terms and Conditions) b. This quotation is based on the inclusion of Telstar’s standard Terms and Conditions as part of any purchase order, contract or other agreement.
c. Telstar’s quotation includes only those items listed above. Requests for additions/deletions from our scope will require a change in the quoted price. d. Telstar assumes no responsibility for performance, applicability, compatibility, start-up, testing, or acceptance of any equipment not furnished by Telstar under this proposal. e. Please reference the above stated quote number in all correspondence and purchase orders. f. A fee of 2% will be applied to all invoices paid by credit card.

TERMS AND CONDITIONS
Base Terms: The attached Quotation is valid for 30 days from the date of Telstar Instruments’ (“Telstar”) quotation.

Acceptance of Telstar’s Quotation constitutes a binding Agreement incorporating these Terms and Conditions (”Agreement”). Payment is due and payable 30 days from date of invoice. If payment is not received by the 30th day, a .05% daily service charge (18 -3/4% per annum) will be charged on all accounts past due. In the event of a dispute concerning payment, attorney's fees, court costs and costs of col lection will be paid to the prevailing party.

The cost for permits and bonding are excluded unless expressly referenced in Telstar’s quotation. Our standard insurance applies unless agreed to in writing by Telstar. Telstar’s standard one year parts only w arranty applies to this quotation. All other warranties, express or implied, or referenced elsewhere in contract documents are excluded, including but not limited to implied warranties of merchantability or fitness for purpose. Unless expressly stated in Telstar’s estimate, this quote is based on standard straight time hours and does not include any prevailing wage rates. The price quoted herein is for the labor and materials specifically listed within the body of this quote.

Overtime and premium labor hours are not included in the quotation, and will result in an additional charge. Service calls are charged at a 4 -hour minimum per person, excluding travel time, which is charged separately. Unless expressly stated in the Quotation, training, operation an d maintenance manuals, and preparation of as built drawings are excluded from Telstar’s scope of work. The term “Equipment” and “Services” as used in these Terms and Conditions refers to the materials and labor provided by Telstar under this Agreement.

Limitation of Liability : (a) In no event shall Telstar, its suppliers or subcontractors be liable for special, indirect, incidental or consequential damages, whether in contract, warranty, tort, negligence, strict liability or otherwise, including, but not limited to, loss of pr ofits or revenue, loss of use of Equipment or any associated equipment, cost of capital, cost of substitute equipment, facilities or Services, downtime costs, delays, or claims of customers of Customer, their officers, directors, mem bers employees or any third parties for any damages. Telstar’s liability for any claim, whether in contract, warranty, tort, negligence, strict liability, or otherwise for any loss or damage arising out of, connected with, or resulting from this Agreement or the performance or breach thereof, or from the design, manufacture, sale, delivery, resale, repair, replacement, installation, technical direction of installation, inspection, operation or use of any Equipment covered by or furnished under this Agreement, or from any services rendered in connection therewith, shall in no case exceed twenty -five percent (25%) of the purchase price allocable to the Equipment or Services that are the subject of the claim. (b) All causes of action against Telstar arising out of or relating to this Agreement, or the performance or breach hereof shall be deemed barred unless brought within one year from the date of discovery or other accrual. (c) In no event, regardless of cause, shall Telstar be liable for liquidated damages, offsets or penalties of any kind or to indemnify, defend or hold harmless Customer, its officers, directors, members, employees or any third party, arising from or related to the Equipment and/or Services provided by Telstar.

Force Majeure: Telstar shall neither be liable for loss, damage, detention or delay nor be deemed to be in default for failure to perform when prevented from doing so by causes beyond its reasonable control including but not

Contractor License #422364
Contractor DIR #1000000899

limited to acts of war (declared or undeclared), Acts of God, fire, strike, labor difficulties, pandemic, acts or omissions of any governmental authority or of Customer, compliance with government regulations, insurrection or riot, embargo, delays or shortages in transportation or inability to obtain necessary labor, materials, or manufacturing facilities from usual sources or from defects or delays in the performance of its suppliers or subcontractors due to any of the foregoing. In the event of delay due to any such cause, the date of delivery will be extended by period equal to the delay plus a reasonable time to resume production, and the price will be adjusted to compensate Telstar for such delay.

Cancellation: In the event of cancellation by Customer, Customer agrees to fully reimburse and compensate Telstar for all costs associated with this Agreement, including but not limited to engineering, labor, materials, quote and estimating time, and product return fe es, plus a ten percent (10%) markup to compensate for disruption in scheduling, planned production, indirect costs and profit. Payment for cancellation shall be due within ten (10) days from the date of submission of charges by Telstar.

Entire Agreement: This Agreement constitutes the entire agreement between Telstar and Customer. There are no agreements, understandings, restrictions, warranties, or representations between Telstar and Customer other than those set forth herein or herein provided. This Agreement may only be amended, changed or revised by a written amendment signed by an authorized representative of Telstar. No oral or implied agreements shall be of any force or affect.

Precedence: In the event Telstar is issued an authorization for work, Purchase Order, Contract or similar Agreement with conflicting Terms and Conditions than those set forth herein, these Terms and Conditions will take precedence and will supersede any and all other conflicting Terms and Conditions.

Submittals: In the event Telstar receives a Notice to Proceed or a written statement to proceed with submittals, Telstar will be entitled to compensation based on percent of completion of submittal cost to Customer. Telstar will prepare only one set of submittals, and any resubmittals shall be subject to an additional charge for engineering time and other costs in preparing re-submittals.

Prevailing Wages: Customer must promptly inform Telstar when a project will be registered on the Department of Industrial Relations. Customer must inform Telstar if Certified Payroll Reports are required to be submitted to Customer. If Customer requests Certified Payroll R eports beyond four weeks in arrears, Customer may be charged an administrative processing fee of $50.00 per week generated for said reports.

Authorized Signers: Only the following officers of Telstar have the legal authority to enter into binding agreements on behalf of Telstar: John D. Gardiner (President), Kyle A. Johnsen (Vice President), Robert S. Marston (Secretary), Benjamin R. Herston (Treasurer). If a document is signed by an unauthorized person, the document will be void and unenforceable.

Industry Material Pricing and Delivery: Telstar is unable to hold prices on materials for more than 7 days from the dates of the Quotation. Prices for plastic, copper, steel, and other commodities fluctuate daily. Our vendors and manufacturers can experience delays due to labor shortages, short age of containers, port congestion, and raw material shortages that have extended lead times significantly. Material price fluctuations due to tariffs are not included in the quotation and may not be known until time of material shipment. Additional material costs associated with tariffs will be paid by the customer. Telstar reserves the right to change the delivery date and pricing of materials set forth in this Quotation. Telstar considers any of the above related changes imposed by our vendors and manufacturers as outside its reasonable control and subject to Force Majeure provisions.

Insurance: Telstar’s standard insurance limits will apply.

Open Shop: Telstar is an Open Shop contractor and will not be signatory to any unions.

Governing Law: This Agreement shall be construed and interpreted in accordance with the laws of the State of California.

Waiver: The failure of Telstar to insist upon the performance of any term or condition of this Agreement shall not be construed as a waiver of the future performance of any such term or condition or the future exercise of such right.

Severability: If any term of this Agreement is determined to be invalid or unenforceable under any applicable statute, regulation, ordinance, or other law, such term shall be deemed reformed or deleted, but only to the extent necessary to comply with such law, and the r emaining portions of this Purchase Order shall remain in full force and effect.

Contractor License #422364
Contractor DIR #1000000899

Dispute Resolution: In the event of any dispute arising from or relating to this Agreement, the parties agree to engage in informal efforts toward resolution by meeting in person. If such efforts are unsuccessful, the parties agree to submit the dispute to mediation with a neutral mediator for resolution, with the parties sharing the costs of such mediation equally. If the parties are unsuccessful in resolving their dispute, then the dispute shall be subject to litigation. If the dispute involves a public entity Owner, then the parties shall comply with the requirements of Public Contract Code section 9204.

We look forward to working with you on this project. If you have any questions, please contact me at the phone number below.

Sincerely,

Konor Meeks
Hanford Branch Manager
Telstar Instruments
(559) 584-7116

Customer :

Reference :

Pump Performance Datasheet
Wilo Quotation System 25.1.2
Wilo USA · W66 N1253 Forward Way · Cedarburg, WI 53012 phone: +1 262-204-6600 ·
Item number : 001
Service :

Quantity : 1
Quote number : 2208295
Size : CO2-Helix V270-02 VCE 460V
Stages : 2
Based on curve number : Co-Helix 270-02 (1) Rev O
Article Number : 3313458
Date last saved : 07 Jul 2025 12:39 PM
Operating Conditions
System flowrate : 700.0 USgpm
Differential head / pressure, rated (requested) : 122.5 ft Differential head / pressure, rated (actual) : 122.5 ft Suction pressure, rated / max : 27.00 / 27.00 psi.g
NPSH available, rated : Ample
Site Supply Frequency : 60 Hz
Performance
Speed criteria : Variable speed
Speed, rated : 3450 rpm
Impeller diameter, rated : 5.39 in
Impeller diameter, maximum : 5.39 in
Impeller diameter, minimum : 5.39 in
Efficiency : 63.70 %
PEI (VL) : -
True Weighted Efficiency : 69.17 %
NPSH required / margin required : 17.74 / 0.00 ft
Ns (imp. eye flow) / Nss (imp. eye flow) : 1,860 / 9,035 US Units MCSF : 49.29 USgpm
Head, maximum, rated diameter : 262.0 ft
Head rise to shutoff : 113.79 %
Flow, best eff. point : 252.5 USgpm
Flow ratio, rated / BEP : 138.62 %
Diameter ratio (rated / max) : 100.00 %
Head ratio (rated dia / max dia) : 100.00 %
Cq/Ch/Ce/Cn [ANSI/HI 9.6.7-2010] : 1.00 / 1.00 / 1.00 / 1.00 Selection status : Acceptable
Liquid
Liquid type : Water
Additional liquid description :

Solids Diameter, required / pump max : 0.00 in / 0.00 in Solids concentration, by volume : 0.00 %
Temperature, max : 68.00 deg F
Fluid density, rated / max : 1.000 / 1.000 SG
Viscosity, rated : 1.00 cP
Vapor pressure, rated : 0.34 psi.a
Material
Material selected : Standard
Pressure Data
Maximum working pressure : 140.4 psi.g
Maximum allowable working pressure : 232.0 psi.g
Maximum allowable suction pressure : N/A
Hydrostatic test pressure : N/A
Driver & Power Data (@Max density) (Per Pump)
Driver sizing specification : Maximum power
Margin over specification : 0.00 %
Service factor : 1.00
Power, hydraulic : 10.83 hp
Power, rated : 17.00 hp
Power, maximum, rated diameter : 17.02 hp
Minimum recommended motor rating : 20.00 hp / 14.91 kW
0 10
20 30
40Power - hp
(2)
Power (1)
0 30
60 90
120
150
180
210
240
270
300
0 10
20 30
40 50
60 70
80 90
100
Head - ft
Efficiency - %(1)

5.39 in
(2)
(2)Efficiency (1)
MCSF
0 15
30 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 NPSHr - ft
System flow - USgpm
(2)NPSHr (1)

Customer :

Reference :

Pump Performance Curve
Wilo Quotation System 25.1.2
Wilo USA · W66 N1253 Forward Way · Cedarburg, WI 53012 phone: +1 262-204-6600 ·
0 10
20 30
40 Power - hp
(2)
Power (1)
0 30
60 90
120
150
180
210
240
270
300
0 10
20 30
40 50
60 70
80 90
100
Head - ft
Efficiency - %(1)

5.39 in
(2)
(2)Efficiency (1)
MCSF
0 15
30 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 NPSHr - ft
System flow - USgpm
(2)NPSHr (1)
Item number : 001
Service :

Quantity : 1
Quote number : 2208295
Date last saved : 07 Jul 2025 12:39 PM
Size : CO2-Helix V270-02 VCE
460V
Stages : 2
Speed, rated : 3450 rpm
Based on curve number : Co-Helix 270-02 (1) Rev O
Basic model number : -
Efficiency : 63.70 %
PEI (VL) : -
System flowrate : 700.0 USgpm
Differential head / pressure, rated : 122.5 ft
NPSH required : 17.74 ft
Fluid density, rated / max : 1.000 / 1.000 SG
Viscosity : 1.00 cP
Cq/Ch/Ce/Cn [ANSI/HI 9.6.7-2010] : 1.00 / 1.00 / 1.00 / 1.00

Customer :

Reference :

Pump Performance Curve
Wilo Quotation System 25.1.2
Wilo USA · W66 N1253 Forward Way · Cedarburg, WI 53012 phone: +1 262-204-6600 ·
Power, rated : 2 x 17.00 hp

Customer :

Reference :

Pump Performance - Additional Data
Wilo Quotation System 25.1.2
Wilo USA · W66 N1253 Forward Way · Cedarburg, WI 53012 phone: +1 262-204-6600 ·
Item number : 001
Service :

Quantity : 1
Quote number : 2208295
Size : CO2-Helix V270-02 VCE 460V
Stages : 2
Speed, rated : 3450 rpm
Article Number : 3313458
Date last saved : 07 Jul 2025 12:39 PM
Performance Data
Head, maximum speed, rated flow : 122.5 ft
Head, minimum speed, rated flow : -
Head maximum, rated speed : 262.0 ft
Efficiency adjustment factor, total : 1.00
Power adjustment, total : 0.00 hp
Head adjustment factor, total : 1.00
Flow adjustment factor, total : 1.00
NPSHR adjustment factor, total : 1.00
NPSH margin dictated by pump supplier : 0.00 ft
NPSH margin dictated by user : 0.00 ft
NPSH margin used (added to 'required' values) : 0.00 ft Mechanical Limits
Torque, rated power, rated speed : 0.49 hp/100 rpm
Torque, maximum power, rated speed : 0.49 hp/100 rpm
Torque, driver power, full load speed : 0.57 hp/100 rpm Torque, driver power, rated speed : 0.57 hp/100 rpm
Torque, pump shaft limit : -
Radial load, worst case : -
Radial load limit : -
Impeller peripheral speed, rated : -
Impeller peripheral speed limit : -
Stage, Speed and Solids Limits
Stages, maximum : 2
Stages, minimum : 2
Pump speed limit, maximum : 3521 rpm
Pump speed limit, minimum : 1750 rpm
Curve speed limit, maximum : 3521 rpm
Curve speed limit, minimum : 180 rpm
Variable speed limit, maximum : 3521 rpm
Variable speed limit, minimum : 180 rpm
Solids diameter limit : 0.00 in
Energy Indexes
Bare pump model number : CO2-Helix V270-02
VCE 460V
Basic model number : -
PEI CL/VL : 0.95 / -
ER CL/VL : - / -
Typical Driver Data
Driver speed, full load : 3519 rpm
Driver speed, rated load : 3531 rpm
Driver efficiency, 100% load : 91.70 %
Driver efficiency, 75% load : 92.40 %
Driver efficiency, 50% load : 92.20 %
Various Performance Data System flow
(USgpm)
Head (ft) Efficiency (%) NPSHr (ft) Power (hp)
Shutoff, rated 0.00 262.0 - - 10.80
Shutoff, maximum 0.00 272.9 - - 11.48
MCSF 49.29 253.3 26.91 3.54 11.71
Rated flow, minimum 700.0 - - - 0.15
Rated flow, maximum 700.0 122.5 65.28 - 18.02
BEP flow, rated 252.5 182.1 74.91 11.07 15.49
120% rated flow, rated 420.0 57.51 41.10 24.33 14.84
End of curve, rated 390.6 87.82 52.14 21.33 16.61
End of curve, minimum 20.38 0.24 52.14 0.06 0.00
End of curve, maximum 398.7 91.48 52.14 22.21 17.66
Maximum value, rated - 262.0 74.91 - 17.02
Maximum value, maximum - - 74.88 - 18.09
System differential pressure @ Density, rated @ Density, max Differential pressure, rated flow, rated (psi) 53.04 53.04 Differential pressure, shutoff, rated (psi) 113.4 113.4 Differential pressure, shutoff, maximum (psi) 118.1 118.1 Discharge pressure @ Suction
pressure, rated
@ Suction
pressure, max
@ Suction
pressure, rated
@ Suction
pressure, max
Discharge pressure, rated flow, rated (psi.g) 80.04 80.04 80.04 80.04 Discharge pressure, shutoff, rated (psi.g) 140.4 140.4 140.4 140.4 Discharge pressure, shutoff, maximum (psi.g) 145.1 145.1 145.1 145.1 Ratios
Maximum flow / rated flow, rated : 111.61 % Head rated speed / head minimum speed, rated flow : - Construction
Voltage : 3 Phase 460V
Pressure Strategy : Maximum Pressure
System : Duplex

62.20 64.66 20.08 51.88 8" 150 CLASS ANSI FLOW 42.52 50.36 20.08 51.88 8" 150 CLASS ANSI FLOW

GET BOOSTED

WITH WILO
+1 262-204-6600 [email protected] www.wilo-usa.com Pioneering for You

Wilo CO-Helix Wilo SiBooster Wilo WiBooster
1-4 Pump Pressure Boosting Systems 1-4 Pump Pressure Boosting Systems 1-4 Pump Pressure Boosting Systems Q[GPM]0 200 400 600 800 1000 1200 1400 1600
700
800
600
500
400
300
200
100
0 H[ft]
Wilo CO-Helix
1-4 Pump Systems
60 Hz - North America
1-Pump 2-Pump 3-Pump 4-Pump
Q[GPM]0 200 400 600 800 1000 1200 1400 1600
700
800
600
500
400
300
200
100
0 H[ft]
Wilo SiBooster
1-4 Pump Systems
60 Hz - North America
4-Pump3-Pump2-Pump1-Pump
Q[GPM]0 200 400 600 800 1000 1200 1400 1600
250
275
200
150
100
50 0
H[ft]
Wilo WiBooster
1-4 Pump Systems
60 Hz - North America
2-Pump1-Pump 3-Pump 4-Pump
Features & Benefits
ƒ High efficient EC motor (IE5)
ƒ Real-time diagnostics and remote monitoring
ƒ Full system kWh energy reporting
ƒ Easy to use 7” touchscreen interface
ƒ Onboard Modbus and optional BACnet™, LonWorks®
interface modules
ƒ Variable speed control per pump
ƒ Adjustable low pressure cut-out
ƒ Balanced run time for all pumps
Technical Data
ƒ Fluid Temp Range -22°F to 248°F (-30°C to 120°C)
ƒ Electrical Connections: 3~460V
ƒ Rated Pressure: 232 or 363 PSI depending on number
of pump stages
ƒ System Connection: 150 or 300 Class ANSI flanges
depending on maximum system pressure
ƒ TEFC motors standard
Materials of Construction
ƒ All 304 Stainless Steel Construction
ƒ Entire packaged systems are listed under UL for NSF/ANSI 61 ƒ Entire packaged systems are listed under UL for QCZJ
“packaged pumping systems”.
ƒ EPDM/FKM Elastomers
ƒ Mechanical Seal Options: Tungsten Carbide/EPDM, or optional Viton®/FKM
Features & Benefits
ƒ Real-time diagnostics and remote monitoring
ƒ Full system kWh energy reporting
ƒ Easy to use 7” touchscreen interface
ƒ Onboard Modbus and optional BACnet™, LonWorks®
interface modules
ƒ Variable speed control per pump
ƒ Adjustable low pressure cut-out
ƒ Balanced run time for all pumps
Technical Data
ƒ Fluid Temp Range -4°F to 248°F (-20°C to 120°C)
with a minimum of 32°F for domestic water
ƒ Electrical Connections: 3~208-230/460/575V
ƒ Rated Pressure: 232/363 PSI
ƒ Flange Connection: 150 Class ANSI
ƒ TEFC motors standard
Materials of Construction
ƒ All 304 Stainless Steel Construction
ƒ NSF/ANSI 61 Certified Systems
ƒ EPDM/FKM Elastomers
ƒ Mechanical Seal Options: Tungsten Carbide/EPDM, or
optional Viton®/FKM
Features & Benefits
ƒ Includes Scot 320-328 series stainless steel pumps
ƒ Real-time diagnostics and remote monitoring
ƒ Full system kWh energy reporting
ƒ Easy to use 7” touchscreen interface
ƒ Onboard Modbus, and optional BACnet™, LonWorks®
interface modules
ƒ Adjustable low pressure cut-out
ƒ Balanced run time for all pumps
Technical Data
ƒ Fluid Temp Range: -4°F to 180°F (-20°C to 82°C)
with a minimum of 32°F for domestic water
ƒ Premium efficient NEMA motors
ƒ VFD-Controlled system operation
ƒ 4-20 mA, ¼” SS Pressure Transducers
ƒ Rated Pressure: 150 PSI
ƒ Flange Connection: 150 Class ANSI
Materials of Construction
ƒ All wetted components are of 304 Stainless Steel
Construction
ƒ Entire packaged systems are listed under UL for
NSF 61 and NSF 372
ƒ Entire packaged systems are listed under UL for
QCZJ “packaged pumping systems”
ƒ EPDM/FKM Elastomers
ƒ Type 21 Mechanical Seal

Installation and operating instructions
WILO_IOM_CO-HELIX_0421
Wilo CO-Helix
Pressure Boosting Systems

2 50-L-003-1117-2700504
Installation and commissioning by qualified personnel only! 1 About this document
These installation and operating instructions are an integral part of the product. They must be kept readily available at the place where the product is installed. Strict adherence to these instructions is a precondition for the proper use and correct operation of the product.

These installation and operating instructions correspond to the relevant version of the product and the underlying safety standards valid at the time of publication.
2 Safety
These operating instructions contain basic information
concerning the installation and commissioning of the
system and should be read by the service technician and responsible operator prior to proceeding. Observe the
special safety instructions and understand the danger
symbols throughout this document.

2.1 Indication of instructions
Symbols:

General danger symbol
Danger due to electrical voltage
Danger due to explosion risk
Information on handling the product or draw attention
to possible problems.

Signal Words:

DANGER!
Acutely dangerous situation. Non-observance could result in death or the most serious of injuries.

WARNING!
The user can suffer (serious) injuries. ‘Warning’ implies that (serious) injury to persons is probable if this information is disregarded.

CAUTION!
There is a risk of damaging the pump/unit. ‘Caution’ implies that damage to the product is likely if this information is disregarded.

2.2 Personnel qualifications
The installation personnel must have the appropriate
qualifications for this work.

2.3 Danger in the event of non-observance of the safety instructions
Non-observance of the safety instructions can result in risk of injury to persons and damage to pump/unit. Non- observance of the safety instructions can result in the loss of any claims to damages. In detail, non-observance can, for example, result in the following risks:
• Failure of important pump/unit functions
• Failure of required maintenance and repair procedures • Danger to persons from electrical, mechanical and
bacteriological influences
• Property damage

2.4 Safety instructions for the operator The existing directives for accident prevention must
be observed. Danger from electrical current must be
eliminated. Local directives [e.g. NEMA, IEC etc.] and local power supply directives companies must be followed.

2.5 Safety instructions for inspection and installation work The operator must ensure that all inspection and installation work is carried out by authorized and qualified personnel, who are sufficiently informed from their own detailed study of the operating instructions. Work on the pump/unit should only be carried out when the unit is powered down, and
lock-out/tag-out procedures are followed.

2.6 Unauthorized modification and manufacture of spare parts
Modifications to the pump/unit are only permissible after consultation with the manufacturer. Original spare parts and accessories authorized by the manufacturer ensure
safety. The use of unauthorized parts violates warranty and absolves the manufacturer of responsibility for
consequences stemming from their use.

2.7 Improper use
The operating safety of the supplied pump/unit is only
guaranteed for conventional use in accordance with Section 4 of the operating instructions. The limit values must never fall below or exceed those specified.

CAUTION!
If placing the unit outside, a NEMA 3R panel must be used in order to avoid defaulting on the factory warranty.
3 Transport and interim storage The Wilo CO-Helix is supplied on a pallet, on transport boards or in a crate and is film-wrapped to protect it against moisture and dust. Transport and storage instructions
marked on the packing must be observed. The transport
dimensions, weights and necessary passageways or
transport space of the unit are given in the attached
installation plan or other documentation.

3 Wilo CO-Helix - Installation and Operation Manual
CAUTION!
Risk of damage!
The equipment must be transported by means of
authorized load carriers. Stability of the load must be ensured, since the pumps have been constructed in a way that shifts their center of gravity to the top. Transport straps or ropes must be secured to the existing transport lugs or placed around the base frame. The pipes are not designed to withstand loads and should not be used to
secure loads in transit.

CAUTION!
Risk of damage! The system must be protected against
moisture, frost and heat and also mechanical damage by
means of suitable measures!
Unpack. Carefully inspect the Wilo CO-Helix booster or the accessory parts for possible damage and notify the delivery company (forwarder) or Wilo after-sales service. After
removing the packing, store or install the unit according to the installation conditions described (see section entitled Installation). Concealed damage will not be revealed until after start-up, at which time notify Wilo after-sales service.

DANGER!
Risk of bodily harm or death! A storage tank, if used, must be vented to atmosphere and unpressurized! Over-
pressurizing a storage tank can cause an explosion!
4 Product Information

4.1 Applications
Pressure boosting systems are designed for boosting and maintaining the pressure of water supply systems. They are used as:
• Potable water supply systems
• High-rise apartments
• Hospitals
• Offices
• Industrial buildings
The pressure boosting system’s structure, function and
requirements comply with the following guidelines and
directives:
• Drinking Water Ordinance – NSF-61 (pending at the
time of this publishing)
• DOE regulations
The Wilo CO-Helix pressure boosting system must be
connected directly to a water main, or indirectly to a storage tank. These storage tanks are open to atmospheric pressure and should never be pressurized.

4.2 Type Key (description)

Example: Wilo CO-2 Helix V190-02/2-1/208-230~3/5/VCe
Wilo Brand Name
CO Product Family: Pressure Booster Systems (1 VFD Per Pump) 2 Number of Pumps
Helix Series designation of pumps
V Pump Design (Vertical Multistage)
190 Nominal Flow Rate in US Gallons per Minute
-02 Number of Stages (Impellers in Series)
/2 Number of Trimmed Impellers
-1 304 Stainless Steel Wetted Parts
208-230~3 Voltage and Phase
5 Horsepower
VCe Vision Controller
5 Description of the product and accessories

5.1 General description
The Wilo CO-Helix booster is a compact system that is
supplied completely piped and ready to connect. The only connections that have to be made are for the inlet and
pressure pipes and the main power connection. It may also be necessary to install accessories ordered separately but included in the delivery.

The Wilo CO-Helix booster is supplied with 2-4 non-self- priming pumps that can be connected indirectly (non-
pressurized water storage tank) or directly to the water supply main from the city. Vent any air out of the Helix pumps before start-up to prevent seal failure or unexpected high pressure thrusts that can damage system components (See Fig. 5a).

4 50-L-003-1117-2700504
Figure 5a
The systems must be operated and maintained in accordance with the relevant regulations so that the operational security of the water supply is permanently ensured and neither the public water supply nor other consumption installations are disrupted.

Mechanical and hydraulic system components (Figures 5b & 5c). 1 Base frame with vibration damper
2 2 to 4 High-pressure multistage centrifugal pumps
3 Suction manifold pipe
4 Discharge manifold pipe
5 Check valve
6 Isolation valves
7 (OPTIONAL) 2.1 Gallon / 232 PSI Hydropneumatic Tank
8 ¾” NPT shutoff valve used for tank isolation during service 9 Pressure transducer
10 Pressure gauge
11 ¼” shutoff valves so that the pressure gauge and transducer can be isolated without disrupting the system
12 Control panel that contains one variable frequency drive per pump supplied

5 Wilo CO-Helix - Installation and Operation Manual
Figure 5b
12 2
1 7
453
6 Figure 5c
7 8
11 9
10

6 Wilo CO-Helix - Installation and Operation Manual
Figure 5d
Warning:

To safely uninstall the diaphragm tank,
please follow these steps
Step #3: Rotate the tank
counter clockwise
Step #2: Depressurize the diaphragm
tank to atmospheric pressure
Step #1: Shut off the valve to
isolate from the system
WARNING!
Risk of damage or bodily injury!
Please follow the above instructions (figure 5d) in order to safely remove the hydropneumatic tank from the
discharge manifold for service! Note: The bladder may be ruptured; please proceed with caution!

7 Wilo CO-Helix - Installation and Operation Manual

5.3 Function of Wilo CO-Helix pressure boosting system Wilo CO-Helix pressure boosting systems are equipped with non-self-priming, high-pressure, multistage centrifugal pumps as standard. These are supplied with water via the suction manifold pipe. The pumps increase the pressure
and pump the water to the consumer via the discharge
manifold pipe. To do this, they are switched on, off, or speed-controlled depending on the demand of the system.

Depending on demand, the control unit switches the pumps on or off, or changes the speed of the pumps, until the set control parameters are reached. (A more precise description of the control mode and the control process is given later in this document).

The total delivery volume of the system is distributed over several pumps (cascading). The system output is adapted very precisely to the actual demand and the pumps are
operated in the most favorable power range in each
case. This design delivers a high level of efficiency and an economical energy consumption for the system. The
first pump that starts up is called the base load pump. The remaining pumps needed to reach the system operating
point are called peak load pumps. If the system is configured to supply potable water, one (or two in the case of a
Quadraplex) pump(s) can be designated as a standby pump.

To ensure that all the pumps are used equally, the control unit exchanges the pumps continuously based on least
amount of hours used (e.g. the order of switching on and off the base load/peak load or duty-standby pump functions
change regularly).

The optional hydropneumatic pressure vessel performs
a buffer function for the pressure sensor and prevents
unnecessary control system oscillation of on/off starts. It also mitigates and reduces the frequency of starts and
switching of the base load pump as a result of minor
pressure drops in the consumer’s piping system. The
optional 2.1 gallon tank is strongly recommended for the booster set – in addition to your system-sized storage tank – as it helps to prevent water hammer. System-sized tanks are also available from Wilo USA.

CAUTION!
To protect the axial face seal or slide bearing, do not allow the pumps to run dry. Dry run may cause the pump seal to fail and leak!
Protection against low water level/suction pressure is
monitored by a suction pressure transducer mounted on
the side of the suction manifold. The suction transducer monitors the supply pressure that is being provided from the water main. Its analog signal is processed by the PLC to make sure it does not fall below the suction pressure set point. In the case of an indirect connection (system separation through non-pressurized storage tank), the
suction transducer should be sufficient for the application. If low pressure issues occur (not common), a level-dependent switch can be used in lieu of the supplied pressure
transducer (provided by others). It should be inserted in the storage tank as a dry run protection device and wired to the control panel accordingly (please refer to the wiring diagram located in the panel door). In addition, a change from the PLC input will have to take place in order to change the analog input to digital.

WARNING!
Use only materials approved for use in potable water
systems!

5.4 Noise
The Wilo CO-Helix Booster is supplied with different stages of pumps and a variable number of pumps. Consequently,
the overall noise level variants cannot be listed here.

However, it is possible to approximate the overall noise level using the noise value for an individual pump of the type supplied. To do this, use the individual pump noise value from the Installation and Operating Instructions for the pumps.

Calculation
Individual pump = ... dB(A)
2 pumps, total +3 dB(A)
3 pumps, total +4.5 dB(A)
4 pumps, total +6 dB(A)

5.5 Scope of delivery
• Wilo CO-Helix Pressure boosting system.
• Installation and operating instructions of the Wilo CO- Helix booster.
• Electrical circuit diagram as required.
• Additional sheet with the frequency converter factory settings as required.

5.6 Optional Accessories
Accessories must be ordered separately if needed. The
optional accessories included in the Wilo range are:
• Optional, 2.1 gallon, non-ASME, 232 PSI WP tank.
• Larger diaphragm pressure vessels available (both non- ASME rated and ASME rated).

Control panel options must be ordered separately if needed and placed at the time of the initial order. The control panel options included in the Wilo range are:
• Dome light - Red (Failure)
• Dome light - Green (Running)/Red (Failure)
• Dome light - Green (Running)/Amber (Yellow)/Red
(Failure)
• Dome light - Green (Running)/Amber (Yellow)/Red
(Failure)/ White (Running)
• Run/Fault lights
• 3 Phase surge protection - 208v-230v 3 phase, Delta,
3-wire with ground
• 3 Phase surge protection - 460v 3 phase, Delta, 3-wire with ground
• 3 Phase surge protection - 208v-230v, 3 phase, Wye,
3-wire with ground
• 3 Phase surge protection - 277v-480v, 3 phase, Wye,
3-wire with ground
• 3 Phase surge protection - 347v -600v, 3 phase, Wye,
3-wire with ground
• BACnet gateway (MS/TP and IP)
• LONworks gateway
• CANopen gateway Card
• Interior panel light
• NEMA 3R adder in lieu of NEMA 12 panel

8 Wilo CO-Helix - Installation and Operation Manual
575VAC to 460VAC Transformers, Type 1:
• Aluminum Coiled Transformers
• 15 kVA vented transformer – 3 phase – 600v delta
- 480Y/277 150C RISE
• 30 kVA vented transformer – 3 phase – 480v delta
- 480Y /277 150C RISE
• 45 kVA vented transformer – 3 phase – 600v delta
- 480Y /277 150C RISE
• Copper Coiled Transformers
• 15 vented transformer – 3 phase – 600v delta -
480Y/277 150C RISE
• 30 vented transformer – 3 phase – 600v delta -
480Y/277, 150C RISE
• 45 vented transformer – 3 phase – 600v delta -
480Y/277 150C RISE
• 3R weather shield for transformers
6 Installation

6.1 Installation location
• Adequately dimensioned floor drainage must be
provided in the installation room.
• Location must be free from harmful or combustible
vapors.
• Adequate space must be provided for maintenance
work and the installation should be freely accessible
from at least two sides.
• The installation surface must be horizontal and flat. • The system is designed for an ambient temperature
range of 32°F to 104°F with a relative atmospheric
humidity of 50%.
• Installation and operation should be in a secure space, away from living and sleeping quarters

6.2 Foundation/bearing surface
The Wilo CO-Helix booster is constructed for installation on flat concrete floors. The base frame is mounted on height- adjustable vibration dampers to prevent structure-borne noise.

NOTE!
The vibration dampers will not be fitted when the
equipment is delivered for transport reasons. Before
installing the Wilo CO-Helix booster, check whether all the vibration dampers are fitted and locked by the threaded nut.

If additional onsite adjustment is required, measures must be taken to avoid structure-borne noise.

6.2.2 Hydraulic connection and pipes
• When connecting to the public potable water main, the requirements of the local water supply company must
be met.
• Perform all the welding or soldering work and then flush the system. If necessary, disinfect the piping system
and the boosting system before connecting the system.
• The system pipework must be free of pipe strain.

Flexible connecter lines are recommended to avoid
stress on the pipe connections and to minimize the
transmission of system vibration to the building
installation. In order to prevent the transmission of
structure-borne noise to the building, do not secure the pipe clamps to the Wilo CO-Helix manifolds.
• The connection is made either on the right or left of the system, depending on the site conditions. It may be necessary to move blind flanges or thread caps that are already fitted.
• The flow resistance of the suction pipe must minimized through ample diameter and straight, short, pipe runs,
in order to prevent low suction pressure faults during
high-volume pumping. Observe NPSH requirements of
the system.

6.2.3 Hygiene
When used for potable water applications, the complete
potable water supply system has to be transferred to
the operator in a perfectly hygienic condition, flushing if necessary and also disinfecting under some circumstances.

WARNING!
Contaminated potable water is a health hazard! Flushing the pipes and the system reduces the risk of adversely
affecting the potable water quality. The water must
be completely replaced after a long period of system
standstill.

DANGER!
The Wilo CO-Helix must be de-energized during the
flushing process!
For the simple flushing of the system prior to start-up, Wilo recommends removing the ¾” NPT plug on the top of
the discharge manifold of the Wilo-CO Helix booster (if no diaphragm pressure vessel on the discharge side is present) and connecting a garden hose connection (¾” MNPT x ¾”
male garden hose adaptor), to drain the water to the nearest floor drain or waste water system during the flushing
process. If an optional, diaphragm pressure vessel is present on the discharge manifold, you will have to follow the
procedure noted in diagram 6a and proceed with attaching the hose adaptor and hose prior to opening the ¾” shutoff valve.

NOTE!
Isolation of the discharge manifold from the downstream piping system will be needed in order to properly flush the Wilo CO-Helix correctly before start-up for potable water applications. Wilo recommends that either a ball valve or butterfly valve (depending on manifold connection size) be placed directly between the discharge manifold and
upstream piping system.

9 50-L-003-1117-2700504

6.2.4 Dry-running protection system and protection against low water
• Every Wilo-CO Helix booster system is supplied with
a suction transducer that has a .4% accuracy across
its full span (0-150 PSI) which equates to a +/- 0.6 PSI deviation.
• To fit an alternate, dry-running, switch protection
system (not common and provided by others):
• It is very rare for a problem to arise using the Wilo CO-Helix supplied suction transducer when a
storage tank is used. Regardless of this rarity, issues with low water conditions when utilizing a storage
tank can occur and a digital switch can be used in
lieu of the transducer in the form of a tank float or
low water probe.
• Please refer to the PLC operation, described later
in this document for detailed instructions to use a
digital switch in lieu of the Wilo-supplied suction
transducer.

6.2.5 Diaphragm pressure vessel (optional accessory)
For transport reasons, if the diaphragm pressure vessel (2.1 gallon/232 PSI non-ASME) has been purchased as an
accessory for the Wilo CO-Helix, it will not be attached upon delivery; it will be separately packed. Before commissioning, this must be mounted on the ¾” shutoff valve (see Fig. 6c) and charged to the appropriate pressure at the jobsite with nitrogen (See below – 6.2.5.1)

6.2.5.1 Diaphragm pressure vessel recommended charge
The diaphragm pressure vessel should be installed on the discharge manifold, adjacent to the pressure transducer, and it should be charged with pressure to equal 70% of
the system constant pressure setpoint. For example, if the constant pressure setpoint is 80 PSI, the tank should be charged to 56 PSI (80 x 70%).

6.3 Electrical connection
DANGER!
Risk of fatal injury! The electrical connection must be made in accordance with the local and national electrical code regulations by a qualified electrician!
The Wilo CO-Helix can be equipped with different variances of current and voltage. To make the electrical connection, the corresponding installation and operating instructions and attached electrical circuit diagrams must be observed.

General points to be considered are listed below:
• Every Wilo CO-Helix control panel is supplied with a
current overload sized for each pump motor amperage
(circuit breakers).
• The type of current and voltage of the main connection must comply with the details on the wiring diagram of
the control panel.
• The electrical connection line must be adequately sized according to the total power of the Wilo CO-Helix.
• External protection must be provided according to local and national electrical codes.
• As a protective measure, the Wilo CO-Helix must be
wired to ground in accordance to local and national
electrical codes. The connections intended for this
purpose are identified accordingly (see wiring diagram). • Further measures are referenced in the wiring diagram of the control panel.
7 Commissioning/decommissioning We recommend that Wilo’s after-sales service commission the system. Contact your dealer, the nearest Wilo
representative or our service department directly for details.

7.1 General preparations and checking
WARNING!
Make sure the system is de-engergized and wait 5
minutes to allow any capacitance voltage to discharge.

Before energizing the system for the first time:
• Check that onsite wiring and grounding of the electrical panel is correct.
• Check that the pipe joints are stress-free.
• Fill the system and check visually for leakage.
• Open the pump vent screws and slowly fill the pumps
with water so that the air can escape.

CAUTION!
Risk of damage! Do not allow the pump to run dry. Dry-
running destroys the axial face seal of the Helix V.

In suction mode (e.g. negative level difference between storage tank and pumps), the pump and the suction line
must be filled via the opening in the vent screw (use a funnel as required).

7.2 Electrical layout, sequence of operations, and start-up procedure
DANGER!
Risk of fatal injury! Always refer to the wiring diagram of the onsite CO-Helix ONLY! References and examples of
wiring diagrams in this document are not official wiring diagrams for the onsite unit!

7.2.1 Electrical layout - panel overview
Every CO-Helix panel shall meet the requirements of
UL508A standards for Industrial Control equipment.

Standard panel shall be rated as a NEMA 12 enclosure with a fan; CFM rated for heat sink requirements of the variable frequency drives (VFDs). Three phase, 208-230/460 voltage panels shall either be equipped and mounted with Danfoss FC-51 micro VFDs (1-10 horse power) or Danfoss FC-101
VFDs (10-20 horse power) – no keypad per pump. Three
Phase, 575 voltage panels shall be equipped and mounted with Danfoss FC-101 drives – no keypad per pump. VFD’s
shall be programed to the CO-Helix needed parameters
prior to shipment. The Danfoss variable speed drives will be mounted inside the panel enclosure and supplied with a NEMA 1 enclosure rating. The VFD will utilize the MODbus protocol to report faults and energy usage in kWh to the programmable logic controller. The VFD shall provide visual indication that requires no external control devices. The panel shall have labeled wires and terminal block for easy reference to the wiring diagram. The panel shall contain motor protector circuits, for each pump supplied, sized for motor amperage. Through-the-door-disconnect with
selector handle and lockout will be provided with the panel.

The panel will also be provided with alarm with silencing button.

10 Wilo CO-Helix - Installation and Operation Manual
Optional panel items include
• NEMA 3R panel suitable for outdoor applications.
• Run/fault lights per pump
• Surge protection
• Interior panel light
• Transformer
• NEMA 3R transformer cover
• BACnet gateway
• LONworks gateway
• CANopen gateway card
EXAMPLE of CO-Helix triplex electrical layout and wiring diagram:

POWERL1
L2
SYSTEM
Grd
DS1
5 / L3
L3L2
6 / T3
1 / L1
L3L1 L2
2 / T1
L1
3 / L2
4 / T2
I
0 I
0 WVU
MP2MP1
3 PHASE
L3 SUPPLY
WU
GRD
V
VFD 1

INTERIOR LAYOUT
VFD 2
Grd.

T3T2T1
2 PUMP
MOTOR
TB1
T3T2
1 T1
PUMP
MOTOR
DANGER
G 6-94
DANGER
DS1
Label No. 320.510.010
Combustible Atomospheres,
WARNING:

Disconnect Power Before "SERVICING"
To Prevent Ignition of Flammable or
LT11

COVER VIEW
RATING 5K AT RATED PANEL

VOLTAGE
Protection in accordance with NEC
and Local Codes. Fuses (LP-J) for
1 1/4 X Full Load Amps of Both Motors.

SHORT CIRCUIT CURRENTD
Branch Circuit Protection:
8199

FIELD CONNECTIONS
Installer To Supply Branch Circuit

NUMBER ON TERMINAL BLOCKS

CONNECT EACH WIRE TO MATCHING
FAN
PUMP
MOTOR
3 V
T2T1
U
T3
W
VFD 3
I
L2
MP3
0 L1 L3
6A6A
1 2 4
3 N
L
24VDC
OK
-
+
CB1
24V DC
SUPPLY
POWER
(AD)
HORN
GRILL
LT12
LT13
LT14
(OPTIONAL)

DOME LIGHT
1 1
I0
AN0
AN1
R1
R2
R3
1 1
I0
AN0
AN1
R1
R2
R3
TB1
I01
GEN ALARM - O 3
PUMPS AVAIL - O 2
Isolated Contacts
Of External Device's
Power For Operation
Customer To Supply
R1
R3
R2
External OFF
Switch
(Optional)
To install External Off switch
remove jumper wire JP1 and
connect a normally closed switch.
1 PRESSURE

TRANSDUCER

DISCHARGE
BlkRed
AN1
1 PRESSURE

TRANSDUCER

SUCTION
BlkRed
AN0

11 Wilo CO-Helix - Installation and Operation Manual

7.2.2 Electrical layout - programmable logic controller (PLC) DANGER!
Risk of fatal injury! Always refer to the wiring diagram of the onsite CO-Helix ONLY! References and examples of
wiring diagrams in this document are not official wiring diagrams for the onsite unit!
EXAMPLE of a wiring diagram for CO-Helix triplex:
0V
I4
I0
I2
I1
I3
I6
I5
I8
I7
0V
V1
AO3
AO1
AO0
V2
COM
0VDC

INPUTS PLC
0V DC
O13
O15
O16
O14
O11
O12
O8
O9
+24 VDC

OUTPUTS
P3 START
COM
COM
O10
Customer To Supply
Power For Operation
Of External Device's
Isolated Contacts
R1 R2
PUMPS AVAIL - O 2
WHT/YW
R3
GEN ALARM - O 3
POWER
3 PHASE
SUPPLY
PUMP1L2 12
GND
L3
L2
6 A
L3
L2
1L1
1L3
1L2
1L3
W
V
U
MP2 VFD2
W
V
21 MOTOR
PUMP
23 22
2 MOTOR
13 1

DISCONNECT
L1 L1
SWITCH
1L1
MP1 VFD1
U
11 CB1
FAN
MODBUS +

REFERENCE
0 VDC
68 53
20 VFD 1
18 19
I0

EXTERNAL SWITCH
1 MP2 I2
I1MP1
MP3 I3

EXTERNAL OFF
P1 OVERLOAD
P2 OVERLOAD
P3 OVERLOAD
AO2
MODBUS -69
80 81
82 83
84 85
L1
L3
L2
L3
L2
L1
1L1
1L3
1L2
W
V
U
MP3 VFD3 31
MOTOR
PUMP
33 32
3 86
87 88
L3
L2
L1
2L2
2L1
AN0
AN1
AN2
AN3
ACM 0 VDC

SUCTION

TRANSDUCER

DISCHARGE

TRANSDUCER
+V +24 VDC
0V 0 VDC
GROUND
START

RUN ENABLE
MODBUS +

REFERENCE
0 VDC
68 53
20 VFD 2
18 19
MODBUS -69
START

RUN ENABLE
MODBUS +

REFERENCE
0 VDC
68 53
20 VFD 3
18 19
MODBUS -69
START

RUN ENABLE
0 VDC
0 VDC
+24 VDC
+24 VDC
0 VDC
P1 REF
P2 REF
P3 REF
P1 START
P2 START
HORN
GREEN

DOME LIGHT
RUN
ENABLE
AMBER

DOME LIGHT
RED

DOME LIGHT
O6
O7
O4
O5
COM
O2
O3

ALL PUMPS
2 WIRE
2 WIRE
2 WIRE

AVAILABLE

GENERAL
ALARM
R1
R2
R3

CUSTOMER
POWER

PLC COM
PORT 2
ORANGE

WHT/ORG

WHT/ORG
ORANGE

WHT/ORG
ORANGE
B+
A-
B+
A-
B+
A-
2 WIRE
YELLOW
YELLOW
YELLOW

WHT/YLW

WHT/YLW

WHT/YLW

WHT/YLW

WHT/YLW
GREEN
GREEN

WHT/YLW

WHT/YLW

WHT/YLW
AD
G
A LT13
(OPTIONAL)
R
LT12
(OPTIONAL)
LT14
(OPTIONAL)
W LT11
(OPTIONAL)
-+ AN01 RED BLK
-+ AN1

RED BLK
1 I0
AN0
AN1
O8
O9
O10
O12
O13
O14
O15
O16
AO0
R1
R3
R2
AO1
AO2
O14
O8
AO0
O14
O9
AO1
O14
O10
AO2

PRESSURE

TRANSDUCER

PRESSURE

TRANSDUCER
Adjust
DC OK
100-240V~ 1.5A
50-60Hz
+
-
N
L
GRD
PS
208/230 VAC
CAT 5e
CABLE
24VDC POWER
SUPPLY
24V DC
JP1

12 Wilo CO-Helix - Installation and Operation Manual
The Wilo CO-Helix boosting system technology is the
current state of the art functionality and factory-checked to ensure it performs at start-up. The programmable logic controller shall have the following attributes:
• 7” LED color touchscreen with a display resolution of 800 x 480 pixels.
• The PLC shall indicate on the display, per the pump
Icon, the individual pump status in real-time.
(green=running, red=faulted, no color=off).
• The PLC shall be factory set for either base load/peak load or duty/standby operation.
• The PLC shall provide off/hand/auto function. Hand
operation shall be password protected.
• The PLC shall display pump hours, suction PSI, discharge PSI, pump frequencies, total kWh for system, and
current kWh per pump.
• The PLC shall be able to modify the discharge pressure setting through password protected screen.
• The PLC shall have a low pressure cut out function.
• The PLC shall have pipe burst protection.
• The PLC shall be able to be able to flash the PLC
program by means of a Micro-SD card via Micro-SD port
or remotely flashed by the factory (note: internet access need in order to be flashed remotely).
• The PLC shall have a RJ45 Ethernet port capable of
transmitting data 10/100Mbps using a Cat 5 cable.
• The PLC shall have a 2.0 USB port available for
communication.
• The PLC shall have onboard Modbus Protocol. Two serial ports available; one for communication to the VFD and
one open for the building management system.
• The PLC shall have the following I/O:
• Number of digital inputs: 18
• Number of digital outputs: 17
• Number of analog inputs: 4
• Number of analog outputs: 4

7.2.3 Sequence of Operations

1. When pressure drops low of the pressure band, first pump will turn on.

2. The pump will adjust speed to maintain pressure at the set point.

3. Additional pumps will turn on to maintain pressure if demand cannot be met with one pump. In systems with
more than 2 pumps, there will be a delay between each
additional pump turning on.

4. When additional pumps turn on, they will adjust in speed so that all pumps run at the same speed.

5. When multiple pumps are running, one will turn off if either:
a. Pressure is high out of band for a programmable
amount of time.
b. System will periodically check whether fewer pumps
can maintain pressure efficiently and if so, a pump
will turn off.

6. If only 1 pump is running, the pump will turn off if either:
a. Pressure is high out of band for a programmable
amount of time.
b. .System will periodically boost pressure a
programmable amount above the set point. If
pressure does not drop after returning the set point
to normal, the pump will turn off.

01 Home Screen

1. Battery indicator
a. Not visible until battery level is low. Battery is sup- posed to last for around 7 years. If battery fails, PLC time/date information as well as any saved data will
be lost if power is lost. Battery can be replaced while power is running to maintain data, although battery
warning will not clear until power is cycled.

2. Hand Control indicator
a. Displays a warning that PLC is currently in hand control mode. PLC will not respond automatically to pressure
changes when in this mode. Pumps can be turned
off from the main screen during hand control, unless
the hand control alarm override is active. In that case, pumps can only be controlled from the hand control
screen.

3. Active Alarms
a. Will cycle through all currently active alarms every few seconds.
b. Only visible if at least one alarm is active.
c. Can be clicked to view active alarms.

4. Pump information (Icon for pump will change based on booster model)
a. The pump icons display whether pumps are on, off, or faulted
i. Cyan indicates the pump is running
ii. Grey indicates that the pump is off
iii. Orange indicates the pump has faulted
b. The switch below the pump icons will take the pumps
from auto to off.
c. The bar below the auto/off switch show pump speed.

A fully green bar is full speed while an empty bar is off.

Indication is based on full 0-60Hz, so a pump running
at a minimum speed of 30Hz will show the bar half
green. If max frequency is changed to 50Hz, bar will be scaled from 0-50Hz.

5. Suction and discharge pressure
a. Show current suction and discharge pressures
b. Suction pressure will not display if suction pressure transducer is not used

6. Standby pump indicator
a. A standby pump can be set in the options menu. If
using one standby pump, the pump with the highest
runtime will be the standby pump until all pumps are
off, then a new pump is evaluated for standby if the
highest runtime pump has changed. With 2 standby
pumps, the highest 2 runtime pumps are set to standby.
b. Standby pump will not run unless a pump has faulted or is taken to off.

7. System information button
a. Goes to system information screen. No password
required

8. Operator settings button
a. Goes to operator settings screen. Password 1111

9. Advanced settings button
a. Goes to advanced settings screen. Password 2222

10. Silence Button
a. Not used. Touch screen to silence alarms.
2 4
1 3
5 7
8 96
10

13 Wilo CO-Helix - Installation and Operation Manual
02 System Information
The System Information screen displays discharge pressure set point, pump run time, pump frequency, pump cycles, and total energy usage of the system. Run time and pump cycles cannot currently be reset. Energy usage can be reset in the VFD through the use of a keypad.

Pressing the Power Usage Details button will jump to another screen with motor voltage, current, and power.

Pressing the main screen button will return to the main screen. 03 Operator Settings
The operator settings page links to multiple screens for controlling user level settings.

1. Pump test run configures the pump test option. This allows users to run a pump for a short period of time to test it if all pumps are off. Additionally, it will allow the pumps to run periodically during a long off period.

2. )Hand control allows the user to manually run pumps

3. View Alarm History will display the last 256 Alarms. The alarm history cannot be reset.

4. View Active Alarms will view all of the active alarms, including alarms that have not been acknowledged. This is similar to the active alarms button on the main screen, but additionally allows for acknowledging of alarms that have cleared. The button on the main screen will disappear if an alarm came in and cleared without acknowledgement.

5. IP configuration sets up the PLC network settings

6. Email configuration sets up the PLC email settings

7. Discharge Pressure set point sets the desired output pressure of the system.
04 Pump Test Run
The Pump Test Run page allows for pumps to be run for a short duration.

1. Enables and disables the pump test option. When enabled pumps will run after a set period of inactivity.

2. Pump indicator and test pushbuttons. With no pumps
running, pressing a test button will run the pump for the set activation period at the set test frequency. Only one pump may be tested at a time.

3. Sets the time between pump test runs. Test run will occur when this time has elapsed with no pumps running. 1 pump will be run per test run. The pumps test cyclically so that all 4 pumps will be tested after 4-time intervals have elapsed (in the case of a quad). Default value is 6 hours. Input range of 1-99 hours.

4. Sets how long pumps will run during a test. Default value is 10 seconds. Input range of 1-30 seconds.

5. Sets the speed of the pump during a test run. Default value is 45.0 Hz. Input range of 25.0-60.0 Hz. Speed will clamp to the minimum or maximum allowed frequency if entered
value exceeds those limits.
05 Alarms

1. Alarm description
a. A one line description of the cause of the alarm.

2. Time stamp
a. The date and time of the initiation of the alarm

3. Corrective action
a. A short list of corrective actions and causes of the alarm.

4. Next icon
a. This takes you to a screen with expanded details and suggested actions to correct the alarm.

Press the “ESC” button on the top right corner of the “Alarm Details” screen. This will take you to the “alarm in groups” page. This page is not utilized. Press the “ESC” button. The “Groups with Pending Alarm” screen will appear. This screen is not utilized. Press the “ESC” button.
1 5
4 3
2

14 Wilo CO-Helix - Installation and Operation Manual
06 Alarm History

1. Alarm description
a. A one line description of the cause of the alarm.

2. Time stamp start of alarm
a. The date and time of the initiation of the alarm.

3. Time stamp end of alarm
a. The date and time when the alarm ended.

4. Duration of alarm.
e. Hours:Minutes:Seconds

5. Scroll
a. Press forward or back to scroll through the alarm history. b. Note – the default system will store 256 alarm entries. 07 Active Alarms Page

1. Alarm description
a. All active alarms will be listed.

2. Alarm Details
a. Takes you to the alarm details page. On the alarms detail page press the “next” icon
To take you to the detailed troubleshooting screen.
08 Hand Control
1 2
3 5
4 1 2
1 2 3 4
Hand Control allows for manual operation of the pumps.

1. Hand Control toggle button. Switches between manual and automatic pump control. Pumps will not operate on based on system pressure automatically when in hand control.

2. Sets the hand control pump speed. All pumps will run at this speed when on and in hand control.

3. Turns pumps on and off when in hand mode. Has no effect when in automatic control mode.

4. Pressing the alarm override button will take the user to a confirmation page to verify they wish to run the pumps with alarm conditions in. Activating this mode will allow the user to run the pumps unless regardless of conditions, unless the pump failure is due to a physical failure of the pump or drive.

This option is automatically turned off every time the system returns to automatic control. Using this option will set a flag in the system indicating that it was used at least once. 09 IP Configuration
This page configures the PLC to allow for remote access and use of the remote app, as well as email.

1. Sets the PLC name. This is effectively the password for logging into the PLC remotely. Default is V700-1

2. Displays the PLC MAC address. This can be used to identify which device is the PLC on a network. Cannot be changed.

3. IP address. This is the desired IP address of the PLC. It must have a static IP address, and does not support DHCP. Default is 192.168.1.8.

4. Subnet Mask. Obtain these settings from a Network
administrator to connect PLC to a network. Default value 255.255.255.0

5. IP Gateway. Obtain these settings from a Network
administrator to connect PLC to a network. Default value 192.168.1.1

6. DNS Server. Obtain these settings from a Network
administrator to connect PLC to a network. Default value

8.8.8.8 7. Reboot PLC. Changing the settings on this page requires a reboot of the PLC to take effect. Press the reboot button after updating any network settings.

8. Modbus ID. This is the Slave ID of the PLC for Modbus communication.
1 2
3 4
5 6
8 7

15 Wilo CO-Helix - Installation and Operation Manual
10 Email Configuration
Configures email settings to allow email notifications. Currently there are only 3 emails that can be sent out: Test email, General Alarm, and General Alarm Clear. Email notifications require that the PLC be connected to the internet. Email does not support SSL encryption, only email accounts which support unencrypted email can be used as the sending email account.

All email addresses will receive email sent through the PLC.Sets the PLC name. This is effectively the password for logging into the PLC remotely. Default is V700-1

1. Name of the mail server. No default. Due to the requirement of using an unencrypted mail server, typical free email accounts like gmail or outlook will not work. Accounts with https://www.smtp2go.com/ have been verified to work

2. Port number associated with mail server. Default 587.

3. Email user name. This is the applicable user name for the mail server

4. Email password. This is the password associated with the user name.

5. From email. The email address that the notification will appear to come from.

6. To email. The email address that will be the destination of the email.

7. CC email. Allows email to be sent to an additional address.

8. Location. This is the message that will appear in the body of the email. The subject of the email is either “Test Email”. “General Alarm” or “General Alarm Clear”

9. Send Test email by pressing this button. PLC requires a second or two between sending emails. If two events occur that would both send an email at the same time, one of the emails may be lost.
11 Communication
1 3
4 5
6 7
8 2
9

16 Wilo CO-Helix - Installation and Operation Manual
12 1. Advanced Settings
Used for advanced settings. This page is reached from the main page using password 2222.

PID settings page is used to control how fast and accurately the system responds to pressure changes. Generally speaking, raising P value will slow the system down and lowering P value will speed up reaction time. I value works similar but in a stronger way per unit change. At some point, lowering P too much will make the system unstable, or create a large overshoot. Default values P:1250 I:1 D:0
13 Alarm Settings

1. Maximum Discharge Pressure. If this pressure is reached for the time period set in (3) all pumps will be shut off for 1 minute. Default value 200.0 psi. Input range 0.0-232.0 psi

2. Minimum discharge pressure. If pressure falls below this value with all pumps running at full speed, all pumps will be shut off. This alarm is cleared when all pumps are off and the alarm has been acknowledged. (this is the alarm for pipe burst). Default value 20 psi. Input range 0.0-232.0 psi

3. Max and min pressure alarm delay. This is the delay before the alarms in (1) or (2) activate. Default value 2 seconds.

Input range 0-10 seconds

4. Minimum suction pressure. This is the minimum value for suction pressure. Pumps will turn off if suction pressure is below the set point for the time duration set in (5). Alarm will clear after 10 seconds with suction pressure above the set point. Default value 1.0 psi. Input range -10.0-200.0 psi.

5. Low suction pressure delay time. Time with suction pressure below set point before alarm activates. Default value 3 seconds. Input range 0-180 seconds.

6. Suction pressure input toggle. Changes between using the analog suction pressure transducer and a digital switch input for suction pressure. Default value: analog input

7. Pressure transducer fault options: Toggles between turning off all pumps in the event of a pressure transducer fault, or running one pump at a specified frequency. Sensor faults activate immediately upon an invalid value. A failed low sensor fault will show a negative value of pressure. A failed high sensor fault will show the max value of pressure. A failed high sensor value often indicates an issue with the PLC I/O card, while a failed low value could be a problem with the sensor connection. Default value is turn off all pumps. Alarm will clear when a valid sensor value is sent.

8. Alarm acknowledgement. Toggles between requiring
acknowledgement for alarms to clear, or alarms resetting automatically. Acknowledgement occurs on the alarm
screen. Acknowledgement password is 1111.
14 Pump Settings

1. Toggles between pumps alternating by operating hours and cyclically. In operating hours mode, the pump with the lowest operating hours will start first, and highest operating hours will start last. If there is ever a time difference between a running pump and an off pump greater than
the value set in (2), the highest runtime pump will shut off and the lowest off pump will start. If pumps are operated cyclically, pump 1 will start first, followed by the lowest runtime pump available and will continue by operating hours.

After all pumps stop, pump 2 will be the first pump to start.

After the duration in (3) has elapsed, a pump will stop and the next pump in the cycle will start. Default value: operating hours.

2. Default value 24 hours. Input range 1-99 hours

3. Default value 360 minutes. Input range 1-1440
minutes.

4. Toggles standby mode on and off. When in standby mode, 1 pump will never start unless another pump has failed. When in 2 pump standby mode, 2 pumps won’t start unless 2 other pumps have failed. Default value: off
15 Remote Operation

1. Smart Phone Configuration
a. Download and run the “Unitronics Remote Operator” by Unitronics using the App/Play Store application.
b. Enter a password to use for the Remote Operator
application. This is used to prevent others with
access to the device from using the Remote Operator
application. This password will only be created the first time running the program.
c. Click the “+” symbol at the top of the screen. This will take you to the “Add new PLC” screen.
1 2
3 4
5 6
1 2
3 4
5 6
7 8
1 2
3 4

17 Wilo CO-Helix - Installation and Operation Manual
i. Enter any nickname for the PLC.
ii. Enter PLC Name -V700-1 is the default name. See
section 08 User Config to change PLC name.
iii. Enter applicable IP address (Note 1).
iv. Enter 20256 as the TCP port.
v. Click on “Check PLC Connection” to verify the
connection settings and then click “OK”.
d. The nickname that was entered should appear on the
screen. Click on it to begin connection with the PLC
panel.
e. After connection the phone screen will function the
same way as the screen of the PLC panel. To disconnect
from the PLC, click on the red arrow pointing left located in the bottom right of the screen.
i. Local operation of the touchscreen is still possible while a remote connection is in progress. Only one
remote connection is allowed at a time.

1. Note
If connecting to the PLC from the same network, enter the internal IP address which can be found on the PLC by clicking Menu Page->IP Configuration from the main page.

If connecting to the PLC from outside the network, enter the WAN address of your network as the IP address. This can be obtained from a network administrator. In addition, the network administrator will need to enable port forwarding of port 20256 to the local IP address of the PLC panel. The local IP address can be found on the PLC by clicking Menu Page->IP Configuration.

2. PC Configuration
a. Download the Remote Operator application from the
Unitronics website and install the program. http://www
unitronics.com/support/downloads
b. Open Remote Operator.
c. Click on “Communication Settings”
i. Enter Connection Type: Ethernet(Call)
ii. IP Address

1. If connecting to the PLC from the same network,
enter the internal IP address which can be
found on the PLC by clicking Menu Page->IP
Configuration from the main page.

2. If connecting to the PLC from outside the
network, enter the WAN address of your network
as the IP address. This can be obtained from a
network administrator. In addition, the network
administrator will need to enable port forwarding
of port 20256 to the local IP address of the PLC
panel. The local IP address can be found on the
PLC by clicking Menu Page->IP Configuration.

3. If connecting to the PLC directly with an Ethernet
cable, enter the internal IP address which can
be found on the PLC by clicking Menu Page->IP
Configuration from the main page. Then, adjust
your computers IP settings by going to Windows
Control Panel – Networks setup – Connection
Properties – TCP/IPv4 Properties - Fixed IP
address. IP: 192.168.1.XXX, (XXX can be any
number from 2-254 but not 8. [192.168.1.8 is the
default PLC IP address. If the default is changed,
do not give the computer the same IP address]),
Subnet: 255.255.255.0 Gateway: 192.168.1.1
You may need to refresh.
iii. Enter 20256 as the Port Number.
iv. Enter PLC Name -V700-1 is the default name, (case
sensitive). See section 08 User Config to change PLC
name.
v. Left click “Check Connection” If connections are
correct, PLC Model etc. will appear. Click OK.
d. Click on Cache File.
i. Create Cache file from PLC

ii. Enter a file name and click Next twice.
iii. After the cache is done loading, click Finish

e. Go to Save As and enter a file name.
f. Click Run to operate the panel remotely. Only one re- mote connection can be made at a time. Local opera-
tion of the panel is possible while remotely connected. g. To discontinue remote operation, click on the Stop
button.
h. When you run Remote Operator in the future click, first click Open and then choose the appropriate file. After the file is loaded, click Run to make the remote con-
nection.

18 Wilo CO-Helix - Installation and Operation Manual
16 Pump Start/Stop Settings

1. Base Load Pump settings.
a. Start% is the percentage of the pressure set point at which pumps will start to turn on if no pumps are running.

Default value 90%. Input range 75-100%.
b. Base load pump off delay. If pressure is greater the setpoint for this time period with one pump running, the pump will shut off. Default value 10 seconds. Input range 1-60 seconds.

3. Peak Load Pump settings.
a. Peak load pump on delay. Time with pump frequency
greater than 5% less than max frequency before the next pump will start. Default value 0.5 seconds. Input range 0-60.0 seconds.
b. Off delay. If pressure is 20psi greater than the setpoint for this duration, the next pump will shut off. Default value

0.5 seconds. Input range 0-60 seconds.

3. Frequency settings. Sets the min and max frequencies a. a.Min frequency. Default value 30 Hz. Input range 25- 50Hz.
b. b.Max frequency. Default value 60 Hz. Input range 25-60 Hz.
17 Pipe Fill Settings
Pipe Fill Mode will only allow one pump to run until either the pressure or time requirement is met.

1. Enables and disables pipe fill. Default Off

2. Only one pump will run when initially starting until this percentage of the pressure setpoint is reached. Default value 50%. Input range 0-99.9%

3. Will only run one pump when starting until this much time has elapse, or the pressure setting is reached, whichever comes first. Default value: 10 seconds. Input range 0-60 seconds. 1 2
3 3
2 1
18 Zero Flow Cut-Off

1. Time with one pump running until system checks for no flow.

If the system detects no flow, the pump will shut off. Default value: 1 minute. Input range: 1-3 minutes

2. Amount that pressure will be raised when the zero flow check is performed. Default value: 5.0 psi. Input range 1.5-

15.0 psi

3. Duration that the zero flow check will be performed. Default value 10 seconds. Input range 1-180 seconds.

4. Check frequency is the pressure below which the zero flow checks will be performed. Default value: 40 Hz. Input range

25.0-60 Hz
1 2
3 4

19 Wilo CO-Helix - Installation and Operation Manual

FAULT CAUSE REMEDIES
Pump(s) do not start No mains voltage Inspect fusts, cables and connections Main switch “OFF” Switch on main switch
Water level in break tank too low, i.e.
low-water level reached
Check break tank inlet valve/inlet pipe
Low-water level switch has triggered Check intake pressure Low-water level switch defective Check, if necessary replace the lowwater level switch Electrodes incorrectly connected or
supply pressure switch incorrectly
set
Check installation or setting and correct
Intake pressure exceeds start-up
pressure
Check settings and correct if necessary
Check valve closed at pressure
sensor
Inspect, open check valve if necessary
Start-up pressure set too high Check setting and correct if necessary Fuse defective Check fuses and replace if necessary
Motor protection has triggered Check set values against the pump or motor data, measure current values and correct setting if necessary. Check motor for defects and replace if necessary Contactor defective Check and replace if necessary
Turn-to-turn fault in motor Check, if necessary replace motor or have repaired Pump does (pumps do) not switch
off
Intake pressure fluctuates severely Check intake pressure, if necessary take measures to stabilise supply pressure (e.g. pressure reducer)
Intake pipe blocked or shut off Check inlet pipe, if necessary remove blockage or open check valve Nominal diameter of inlet pipe too
small
Check the inlet pipe, increase the crosssection for the inlet pipe if necessary Inlet pipe incorrectly installed Check inlet pipe, if necessary change pipe guide Air in inlet Check, if necessary seal pipe. Vent pumps
Impellers blocked Check pump, if necessary replace or have repaired Non-return valve leaking Check, if necessary replace seal or replace non-return valve Non-return valve blocked Check, if necessary remove blockage or replace non-return valve Gate valve in system closed or not
sufficiently open
Check, open the check valve completely if necessary
Volume flow too large Check pump data and default values and correct if necessary Check valve closed at pressure
sensor
Inspect, open check valve if necessary
Switch-off pressure set too high Check setting and correct if necessary Direction of motor rotation false Check the direction of rotation and correct by changing over the phases if necessary
continued next page

7.3 CO-Helix PLC levels of access
The PLC includes three levels of control access: monitoring, operator settings and advanced settings. These levels of access prevent unauthorized individuals from accessing parameters that are critical to proper function of the Wilo CO-Helix. If the “Operator Settings” or “Advanced Settings” buttons are pressed from the main screen a keyboard will appear to allow a password to be entered for the requested level of access.

7.3.1 Troubleshooting Guide

20 Wilo CO-Helix - Installation and Operation Manual

FAULT CAUSE REMEDIES
Switching frequency too high or
fluttering
Intake pressure fluctuates severely Check intake pressure, if necessary take measures to stabilise supply pressure (e.g. pressure reducer)
Intake pipe blocked or shut off Check inlet pipe, if necessary remove blockage or open check valve Nominal diameter of inlet pipe too
small
Check the inlet pipe, increase the crosssection for the inlet pipe if necessary Inlet pipe incorrectly installed Check inlet pipe, if necessary change pipe guide Check valve closed at pressure
sensor
Inspect, open check valve if necessary
No diaphragm pressure vessel
present (optional or accessory)
Retrofit a diaphragm pressure vessel
Supply pressure at existing
diaphragm pressure vessel incorrect
Check supply pressure and correct if necessary
Valve on existing diaphragm pressure
vessel closed
Check valve and open if necessary
Existing diaphragm pressure vessel
defective
Check the diaphragm pressure vessel and replace if necessary Set switching difference too small Check setting and correct if necessary Pump(s) produces no or too little
pressure
Major fluctuations in Intake pressure Check intake pressure, if necessary take measures to stabilise supply pressure (e.g. pressure reducer)
Intake pipe blocked or shut off Check inlet pipe, if necessary remove blockage or open check valve Nominal diameter of inlet pipe too
small
Check the inlet pipe, increase the crosssection for the inlet pipe if necessary Inlet pipe incorrectly installed Check inlet pipe, if necessary change pipe routing Air in inlet Check, if necessary seal pipe. Vent pumps
Impellers blocked Check pump, if necessary replace or have repaired Non-return valve leaking Check, if necessary replace seal or replace non-return valve Non-return valve blocked Check, if necessary remove blockage or replace non-return valve Gate valve in system closed or not
sufficiently open
Check, open the check valve completely if necessary
Low-water level switch has triggered Check intake pressure Direction of motor rotation false Check direction of rotation and correct by changing over phases if necessary Turn-to-turn fault in motor Check, if necessary replace motor or have repaired Dry-running protection system
switches off, although water is
present
Major fluctuations in Intake pressure Check intake pressure, if necessary take measures to stabilise supply pressure (e.g. pressure reducer)
Nominal diameter of inlet pipe too
small
Check the inlet pipe, increase the crosssection for the inlet pipe if necessary Inlet pipe incorrectly installed Check inlet pipe, if necessary change pipe guide Volume flow too large Check pump data and default values and correct if necessary Electrodes incorrectly connected or
supply pressure switch incorrectly
set
Check installation or setting and correct
Low-water level switch defective Check, if necessary replace the lowwater level switch Dry-running protection does not
switch off, although water low
Electrodes incorrectly connected or
supply pressure switch incorrectly
set
Check installation or setting and correct
Low-water level switch defective Check, if necessary replace the lowwater level switch

21 Wilo CO-Helix - Installation and Operation Manual

7.4 CO-Helix PLC commissioning
We recommend that Wilo USA’s after-sales service
commissions the system. Contact your dealer, nearest Wilo USA representative, or the Wilo USA service department
directly.
8 Commissioning/decommissioning To guarantee maximum operational reliability at the lowest possible operating cost, we recommend inspecting and
maintaining the Wilo CO-Helix regularly. It is advisable to have a maintenance agreement with a specialist company
or with our after-sales service department. The following inspections should be made regularly:
• Check that the Wilo CO-Helix is ready to operate.
• Check the mechanical seal of the pump. The mechanical seal needs water for lubrication and small quantities
of it can leak out of the seal. If the volume increases, change the mechanical seal.

Check the diaphragm pressure vessel (every 3 months is
recommended) to make sure that the supply pressure is
set correctly, please refer to the diaphragm pressure vessel recommended charge section in this document for guidance (Section 6.2.5.1).

CAUTION! Risk of damage!
The function of the diaphragm vessel is compromised and can lead to system faults.

Set the tank pressure to the correct level. Isolate (see step 1 of figure 5d) the pumps and system from the discharge side and upstream piping of the manifold. Drain the water from the discharge manifold. Check the gas pressure at the valve (see step 2 figure 5d) of the diaphragm pressure vessel. Use an air pressure gauge and correct the pressure as required.

To assure proper air flow to the control panel, inlet
and outlet air filters for the panel fan must be cleaned periodically. If the system is out of service for a long period drain all the pumps by opening the drainage plug on the bottom of the pump base.
9 Faults, causes and remedies Faults, particularly those affecting the pumps or control system, should only be remedied by Wilo USA’s after-sales service or a specialist company.

NOTE!
The general safety instructions must be observed when
doing any maintenance or repair work. Also reference the Installation and Operating Instructions for the Wilo Helix pumps.
10 Spare parts
Spare parts or repairs may be ordered from local service technicians or the Wilo USA aftersales service department.

To avoid incorrect orders, all data on the name plate should be submitted with each order.

Subject to change without prior notice!

WILO USA LLC
+1 888-945-6872
www.wilo-usa.com
[email protected]
Wilo Canada Inc.
+1 866-945-6236
www.wilo-canada.com
[email protected]
Wilo Mexico
+52 442 167 00 32
www.wilo-mexico.com
[email protected]

1/12/2021 FDNP.MH60113 - Drinking Water System Components | UL Product iQ https://iq.ulprospector.com/en/profile?e=33765 1/4
FDNP.MH60113 - Drinking Water System Components
Drinking Water System Components
See General Information for Drinking Water System Components WILO USA L L C MH60113
9550 W Higgins Rd, Suite 300
ROSEMONT, IL 60656 USA
NSF/ANSI 61
Mechanical Devices

Trade Dsg
Water
Contact
Temp (°C)
Water
Contact
Mtl
Surface Area
to
Volume Ratio
4 " submersible motor - 2 Pole Speed
CBM 4 10HP 460v 3phase (a) 30 Multiple -
CBM 4 3HP 230v 3phase (a) 30 Multiple -
CBM 4 3HP 460v 3phase (a) 30 Multiple -
CBM 4 5HP 230v 3phase (a) 30 Multiple -
CBM 4 5HP 460v 3phase (a) 30 Multiple -
CBM 4 7.5HP 460v 3phase (a) 30 Multiple -
WSM 4 1 HP 230v 2wire (a) 30 Multiple -
WSM 4 1 HP 230v 3wire (a) 30 Multiple -
WSM 4 1 1/2 HP 230v 2wire (a) 30 Multiple -
WSM 4 1 1/2 HP 230v 2wire (a) 30 Multiple -
WSM 4 1 1/2 HP 230v 3wire (a) 30 Multiple -
WSM 4 1 1/2 HP 230v 3wire (a) 30 Multiple -
WSM 4 1.5HP 230v 3phase (a) 30 Multiple -
WSM 4 1.5HP 460v 3phase (a) 30 Multiple -
WSM 4 1/2HP 115 3wire (a) 30 Multiple -
WSM 4 1/2HP 115v 2wire (a) 30 Multiple -
WSM 4 1/2HP 230v 2wire (a) 30 Multiple -

1/12/2021 FDNP.MH60113 - Drinking Water System Components | UL Product iQ https://iq.ulprospector.com/en/profile?e=33765 2/4
WSM 4 10HP 230v 3phase (a) 30 Multiple -
WSM 4 10HP 460v 3phase (a) 30 Multiple -
WSM 4 1HP 230v 3phase (a) 30 Multiple -
WSM 4 1HP 460v 3phase (a) 30 Multiple -
WSM 4 2 HP 230v 3wire (a) 30 Multiple -
WSM 4 2HP 230v 3phase (a) 30 Multiple -
WSM 4 2HP 460v 3phase (a) 30 Multiple -
WSM 4 3HP 230v 3phase (a) 30 Multiple -
WSM 4 3HP 230v 3wire (a) 30 Multiple -
WSM 4 3HP 460v 3phase (a) 30 Multiple -
WSM 4 5HP 230v 3phase (a) 30 Multiple -
WSM 4 5HP 230v 3wire (a) 30 Multiple -
WSM 4 5HP 460v 3phase (a) 30 Multiple -
WSM 4 7.5HP 230v 3phase (a) 30 Multiple -
WSM 4 7.5HP 460v 3phase (a) 30 Multiple -
WSM 4 3/4 HP 230v 2wire (a) 30 Multiple -
WSM 4 3/4 HP 230v 2wire (a) 30 Multiple -
WSM 4 3/4 HP 230v 3wire (a) 30 Multiple -
WSM 4 3/4 HP 230v 3wire (a) 30 Multiple -
4" submersible motor - 2 Pole Speed
WSM 4" 1.5HP CBM 3PH 230v (a) 30 Multiple -
WSM 4" 1.5HP CBM 3PH 230v (a) 30 Multiple -
WSM 4" 1HP CBM 3PH 230v (a) 30 Multiple -
WSM 4" 1HP CBM 3PH 230v (a) 30 Multiple -
WSM 4" 1HP CBM 3PH 460v (a) 30 Multiple -
WSM 4" 1HP CBM 3PH 460v (a) 30 Multiple -
WSM 4" 10HP CBM 3PH 460v (a) 30 Multiple -
WSM 4" 10HP CBM 3PH 460v (a) 30 Multiple -
WSM 4" 1.5HP CBM 3PH 460v (a) 30 Multiple -
WSM 4" 2HP CBM 3PH 230v (a) 30 Multiple -
WSM 4" 2HP CBM 3PH 460v (a) 30 Multiple -

1/12/2021 FDNP.MH60113 - Drinking Water System Components | UL Product iQ https://iq.ulprospector.com/en/profile?e=33765 3/4
WSM 4" 3HP CBM 3PH 230v (a) 30 Multiple -
WSM 4" 3HP CBM 3PH 460v (a) 30 Multiple -
WSM 4" 5HP CBM 3PH 230v (a) 30 Multiple -
WSM 4" 5HP CBM 3PH 460v (a) 30 Multiple -
WSM 4" 7.5HP CBM 3PH 230v (a) 30 Multiple -
WSM 4" 7.5HP CBM 3PH 460v (a) 30 Multiple -
6" submersible motor - 2 Pole Speed
WSM 6-AG/Mine 10HP 230v 3phase (a)(b) 30 Multiple -
WSM 6-AG/Mine 10HP 460v 3phase (a)(b) 30 Multiple -
WSM 6-AG/Mine 15HP 230v 3phase (a)(b) 30 Multiple -
WSM 6-AG/Mine 15HP 460v 3phase (a)(b) 30 Multiple -
WSM 6-AG/Mine 20HP 230v 3phase (a)(b) 30 Multiple -
WSM 6-AG/Mine 20HP 460v 3phase (a)(b) 30 Multiple -
WSM 6-AG/Mine 25HP 230v 3phase (a)(b) 30 Multiple -
WSM 6-AG/Mine 25HP 460v 3phase (a)(b) 30 Multiple -
WSM 6-AG/Mine 30HP 230v 3phase (a)(b) 30 Multiple -
WSM 6-AG/Mine 30HP 460v 3phase (a)(b) 30 Multiple -
WSM 6-AG/Mine 40HP 460v 3phase (a)(b) 30 Multiple -
WSM 6-AG/Mine 50HP 460v 3phase (a)(b) 30 Multiple -
WSM 6-AG/Mine 7.5HP 230v 3phase (a)(b) 30 Multiple -
WSM 6-AG/Mine 7.5HP 460v 3phase (a)(b) 30 Multiple -
Booster Systems
CO-X HELIX VXX-XX/XXX~X/VCE, "CO HELIX BOOSTER" (X) (XX) (XXX)
23 - -
EXCEL COMPLETE XX-XX/X/XXX, "EXCEL COMPLETE" (X) (XX) (XXX)23 - - SI BOOST X EXCEL XX-XX/X/VCE, "SI BOOST EXCEL" (X) (XX) (XXX)23 - - Submersible Pumps, "Wilo-Zetos K10"
K10.XXX-YY (d) [Annex G] 23 Multiple -
Submersible Pumps, "Wilo-Zetos K8"
K8.XXX-YY (c) [Annex G] 23 Multiple -

1/12/2021 FDNP.MH60113 - Drinking Water System Components | UL Product iQ https://iq.ulprospector.com/en/profile?e=33765 4/4
[Annex G] - Product is certified to NSF/ANSI 372 and conforms to the lead content requirements for "lead free" plumbing as defined by California, Louisiana, Maryland and Vermont state law, and the U.S. Safe Drinking Water Act. (a) - Restricted for use only in wells greater than 94 ft deep or tanks greater than 522 L. (b) - minimum flow of 0.16 cm/sec
(c) - K = Series, 8 = Diameter, inches, XXX = Volume flow cu m/hr (50, 70, 100, 130), YY = Number of stages (Single or Multiple Stage) (d) - K = Series, 10 = Diameter, inches, XXX = Volume flow cu m/hr (180, 190, 220, 260), YY = Number of stages (Single or Multiple Stage) (X) - Number of Pumps, Number of Phases, or Horse Power (XX) - GPM or Number of Stages
(XXX) - Voltage
Last Updated on 2019-06-05
The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service. Always look for the Mark on the product.

UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2021 UL LLC"

David Piecuch
UL Mark Certification Program Manager

Any information and documentation involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL.

For questions, please contact UL Solutions Customer Service at https://www.ul.com/contact-us.

 2024 UL LLC. All rights reserved.

Form-ULID-013925-CoCa – ver 1.0

4 UL-US-L60113-12-60119102-2
MH60113-20191106

Issued to:

Certificate Number:

UL-US-L60113-12-
60119102-2

Report Reference:

MH60113-20191106

Issue Date:

2024-05-14

WILO USA L L C
W66N1253 Forward Way Cedarburg, WI 53012
United States

This certificate confirms that representative samples of:

QCZJ - Packaged Pumping Systems

See Addendum Page for Product Designation(s).

Have been evaluated by UL in accordance with the Standard(s) indicated on this Certificate.

UL 508A, Edition 3, Issue Date 2018-04-24, Revision Date 2022- 07-21, UL 778, 6th Ed., Issue Date: 2016-07-07, Revision Date:
2019-01-17, UL 508, 18th Ed., Issue Date: 2018-03-30, Revision Date: 2021-07-08

Additional Information:

See UL Product iQ® at https://iq.ulprospector.com for additional information.

This Certificate of Compliance indicates that representative samples of the product described in the certification report have met the requirements for UL certification. It does not provide authorization to apply the UL Mark. Only the Authorization Page that references the Follow-Up Services Procedure for ongoing surveillance provides authorization to apply the UL Mark.

Only those products bearing the UL Mark should be considered as being UL Certified and covered under UL’s Follow-Up Services.

Look for the UL Certification Mark on the product. 1

Certificate of
Compliance

CERTIFICATE OF COMPLIANCE

Certificate number UL-US-L60113-12-60119102-2
Report reference MH60113-20191106
Date 2024-05-14

David Piecuch
UL Mark Certification Program Manager

Any information and documentation involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL. For questions, please contact UL Solutions Customer Service at https://www.ul.com/contact-us.

 2024 UL LLC. All rights reserved.

Form-ULID-013925-CoCa – ver 1.0

This is to certify that representative samples of the product as specified on this certificate were tested according to the current UL requirements.

Model Product Description
CO Helix Booster/Series 5100/VARI-BOOST MAX Packaged Fountain Pumping System CO-MVI/Weil Series 5400 Packaged Pumping Systems
Helix Complete Packaged Fountain Pumping System
Helix Excel Complete Packaged Fountain Pumping System
SI Boost Excel/Series 5200/OPTI-BOOST MAX Packaged Fountain Pumping System WiBooster/Series 5300/CENTRI-BOOST MAX Packaged Fountain Pumping System

David Piecuch
UL Mark Certification Program Manager

Any information and documentation involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL.

For questions, please contact UL Solutions Customer Service at https://www.ul.com/contact-us.

 2024 UL LLC. All rights reserved.

Form-ULID-013925-CoCa – ver 1.0

4 UL-CA-2414328-0
MH60113-20191106

Issued to:

Certificate Number:

UL-CA-2414328-0

Report Reference:

MH60113-20191106

Issue Date:

2024-05-14

WILO USA L L C
W66N1253 Forward Way Cedarburg, WI 53012
United States

This certificate confirms that representative samples of:

QCZJ7 - Packaged Pumping Systems Certified for Canada

See Addendum Page for Product Designation(s).

Have been evaluated by UL in accordance with the Standard(s) indicated on this Certificate.

CSA C22.2 NO. 108-14, 5th Ed., Issue Date: 2014-06-01, CSA C22.2 No. 14, Edition 13, Issue Date 2018-03, Revision Date 2022- 06 Additional Information:

See UL Product iQ® at https://iq.ulprospector.com for additional information.

This Certificate of Compliance indicates that representative samples of the product described in the certification report have met the requirements for UL certification. It does not provide authorization to apply the UL Mark. Only the Authorization Page that references the Follow-Up Services Procedure for ongoing surveillance provides authorization to apply the UL Mark.

Only those products bearing the UL Mark should be considered as being UL Certified and covered under UL’s Follow-Up Services.

Look for the UL Certification Mark on the product. 1

Certificate of
Compliance

CERTIFICATE OF COMPLIANCE

Certificate number UL-CA-2414328-0
Report reference MH60113-20191106
Date 2024-05-14

David Piecuch
UL Mark Certification Program Manager

Any information and documentation involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL. For questions, please contact UL Solutions Customer Service at https://www.ul.com/contact-us.

 2024 UL LLC. All rights reserved.

Form-ULID-013925-CoCa – ver 1.0

This is to certify that representative samples of the product as specified on this certificate were tested according to the current UL requirements.

Model Product Description
CO-MVI/Weil Series 5400 Packaged Pumping Systems

PRESSURE BOOSTER SYSTEM

START UP CHECKLIST
www.wilo-usa.com [email protected] 262-204-6600

SALES REP: JOB NAME: JOB LOCATION:

SYSTEM MODEL #: SALES ORDER #:

STARTUP DATE: STARTED BY: PUMP QTY:

TOTAL DISCHARGE PRESSURE
PSI

SUCTION PRESSURE
PSI

BOOST PRESSURE
PSI

TOTAL FLOW
GPM

HP PHASE Hz VOLTS AMPS

PRE-STARTUP CHECKS
- 1 - PIPING IS PROPERLY SUPPORTED AND SUCTION AND DISCHARGE CONNECTIONS ARE MADE - 2 - INSPECT COMPONENTS, PUMPS AND PIPING FOR VISIBLE DAMAGE - 3 - OPEN PANEL DOOR/DISCONNECT. CAUTION: POWER MAY BE PRESENT AT TOP OF DISCONNECT - 4 -
NO VISIBLY LOOSE WIRES/COMPONENTS IN CONTROL PANEL . SOME WIRING CONNECTIONS MAY LOOSEN DURING SHIPMENT AND REQUIRE TIGHTENING WITH A SCREWDRIVER. MAKE SURE CONTROL PANEL POWER

IS DISCONNECTED

- 5 - VERIFY CONTROL POWER BREAKER ON ("UP")
- 6 - SET THERMOSTAT TO HIGHER THAN AMBIENT, BUT NO HIGHER THAN 90F - 7 - VERIFY INCOMING VOLTAGE MATCHES VOLTAGE ON NAMEPLATE OF CONTROL PANEL. CLOSE DOOR. - 8 - VERIFY SENSOR, GAGE AND PUMP ISOLATION VALVES OPEN - 9 - IF PRESSURE TANK INSTALLED, VERIFY TANK IS CHARGED TO CORRECT PRESSURE (TYPICALLY 3 -5 PSI

BELOW CUT-IN PRESSURE)

- 10 - VERIFY SUCTION PRESSURE MEETS OR EXCEEDS SPECIFICATION - 11 - BLEED AIR FROM PUMPS (PLUG AT TOP OF MOTOR, PLUG IS METRIC SIZED). DO NOT OVERTIGHTEN PLUG.

- 12 - CHECK FOR LEAK

PRESSURE BOOSTER SYSTEM

START UP CHECKLIST
www.wilo-usa.com [email protected] 262-204-6600

OPERATIONAL CHECKS
- 13 - TURN ON PANEL. VERIFY DISPLAY TURNS ON. VERIFY ALL PUMPS ARE IN OFF. - 14 - VERIFY NO ALARMS ON TOUCH SCREEN
- 15 - PRESS OPERATOR SETTINGS (PASSWORD 1111). SET DISCHARGE PRESSURE SETPOINT. RETURN TO

MAIN SCREEN
- 16 - PRESS ADVANCED SETTINGS (PASSWORD 2222). PRESS ALARM SETTINGS. SET MAX PRESSURE SETPOINT (15-20 PSI ABOVE DISCHARGE SETPOINT). SET MIN DISCHARGE SETPOINT (20 PSI BELOW DISCHARGE SETPOINT). SET LOW SUCTION SETPOINT (10 PSI)
- 17 - CHECK ROTATION BY PLACING PUMP IN AUTO FOR A SECOND OR TWO, AND THEN TURNING PUMP OFF. *NOTE: HELIX V AND SCOT 320 SERIES PUMPS RUN CLOCKWISE ROTATION WHEN VIEWED FROM MOTOR END.
*NOTE: MVI PUMPS RUN COUNTER-CLOCKWISE ROTATION WHEN VIEWED FROM
MOTOR END.
*NOTE: ECM-DRIVEN PUMPS WILL AUTOMATICALLY RUN IN THE CORRECT DIRECTION.
- 18 - PRESS OPERATOR SETTINGS (PASSWORD 1111). HAND CONTROL. SET PUMP SPEED TO 40 HZ. TOUCH BUTTON THAT SAYS AUTOMATIC CONTROL TO PLACE IN HAND MODE. PRESS ON FOR ALL PUMPS. - 19 - RETURN TO MAIN SCREEN. PLACE PUMP 1 IN AUTO.
- 20 - VERIFY SYSTEM INCREASES PRESSURE. IF PRESSURE RAISES ABOVE SET POINT, RETURN TO HAND MODE SCREEN AND LOWER SPEED.
- 21 - CHECK PRESSURE INDICATED ON SCREEN AGAINST ANALOG GAUGES. - 22 - RUN PUMP FOR 5 MINUTES AND CHECK FOR LEAKS/ABNORMAL NOISE - 23 - WHILE PUMP IS RUNNING, GO TO SYSTEM INFORMATION PAGE. PRESS ADDITIONAL INFO. VERIFY AMPS ON SCREEN IS CONSISTENT WITH MOTOR NAMEPLATE AMPS. (NOTE: AMPS WILL BE LOWER THAN NAMEPLATE

DUE TO RUNNING AT REDUCED SPEED)
- 24 - TURN OFF PUMP 1. TURN ON PUMP 2 AND REPEAT 5 MINUTE RUN. REPEAT FOR ANY ADDITIONAL PUMPS. - 25 - TURN ALL PUMPS OFF. RETURN TO THE HAND CONTROL SCREEN AND RETURN CONTROL TO AUTOMATIC. - 27 - ON THE MAIN SCREEN, PLACE ALL PUMPS IN AUTO. VERIFY AT LEAST ONE PUMP TURNS ON AND MAINTAINS PRESSURE SETPOINT. MULTIPLE PUMPS MAY TURN ON TO MEET DEMAND.

STARTUP IS NOW COMPLETE

PUBLIC WORKS | 900 S. 10TH AVE HANFORD CA 93230
559.585.2550 | WWW.HANFORD.CITY

8/11/2025

To: Finance Department

This form must be used as justification for a purchase from a single or sole source provider without open competition when the purchase is $2,500 or above.

The following statements, in my professional judgment, are correct. I have researched my requirements to support these findings. I also certify that no personal advantage, gain or privilege has (or will) accrued to me through the purchase from this vendor. I have reviewed the vendor’s proposed costs and find those costs fair and reasonable for the item proposed.

Explanation of Purchase:

The City of Hanford has relied on Telstar Instruments for many years as the sole provider for the sale, installation, and maintenance of our current SCADA systems. Telstar installed all SCADA equipment at City wells and storm stations, as well as the chlorination systems for our wells and storage tanks. Their extensive familiarity with our infrastructure ensures seamless integration and consistent performance. Telstar has consistently demonstrated reliability, including timely response and dependable support during emergency situations, making them uniquely qualified to continue providing these essential services.

Levi Winebrenner
Parks Manager
City of Hanford, Public Works Department
900 S. 10th Ave., Hanford, CA 93230

Estimate
Date
8/15/2025
Estimate No.
1930
Name / Address

CITY OF HANFORD
900 S 10TH AVE
HANFORD CA 93230
ESTIMATE VALID ONLY 30 DAYS
Total
2044 E. Muscat Ave.

Fresno, CA 93725
(559) 346-1056
(559) 346-1048 Fax
[email protected]
DISCLAIMER: Any returned parts or cancelled orders are subject to a 35% restock fee Description Total
CITY OF HANFORD: BOOSTER SYSTEM
WILO DUPLEX BOOSTER SYSTEM:

CO2-Helix V270-02 VCE 460V
System Voltage: 460v~3
Confirmed Power Supply Voltage: 3~460V
Maximum System Flow: Maximum System Flow: 700.0 USgpm
Flowrate per Pump: Flowrate per Pump: 350.0 USgpm
Minimum Inlet Pressure: Minimum Inlet Pressure: 27.00 psi.g System Boost (System Pressure Boost): System Boost (System Pressure Boost): 53.00 psi.g
Set Point: Set Point (System Constant Pressure Setting): 80.00 psi.g Quantity of Pumps: Duplex (2): 100% pump, 1 standby
Installation Elevation: Installation Elevation: 300.0 ft Fluid Temperature: Fluid Temperature: 68.00 deg F
Ambient Temperature: Ambient Temperature: 68.00 deg F
Pump Run/Fault Lights: Duplex
Dome Light: Fail Only
Suction/discharge manifold entry/exit system connections: Suction:

Left, Discharge: Left
52,004.00T
ON SITE START UP AND TRAINING 1,500.00
PLUS FREIGHT 2,500.00
*** LEAD TIME 6-8 WEEKS ***
Sales Tax 4,342.33
$60,346.33

Quotation # DP5806
7 PAMARON WAY, SUITE A, NOVATO, CA 94949
P. 415-884-4501, F. 415-883-3961
To: Levi Winebrenner @ City of Hanford
900 S 10th Ave
Hanford Ca 93230
Phone: 559-585-2561
lwinebrenner@ Hanfordca.gov
Date: August 15, 2025
From: Dennis Prahm Pages: 1
Subject: City of Hanford -Wilo Duplex Booster Station, 3/460VAC Qty. Item Description Net Price Ext. Net Price
1 WILO DUPLEX BOOSTER SYSTEM
Model: CO2-Helix V270-02 VCE 460V
System Voltage: 460v~3
Confirmed Power Supply Voltage: 3~460V
Maximum System Flow: Maximum System Flow: 700.0 US gpm
Flowrate per Pump: Flowrate per Pump: 350.0 US gpm
Minimum Inlet Pressure: Minimum Inlet Pressure: 27.00 psi.g System Boost (System Pressure Boost): System Boost (System Pressure Boost): 53.00 psi.g
Set Point: Set Point (System Constant Pressure Setting): 80.00 psi.g Quantity of Pumps: Duplex (2): 100% pump, 1 standby
Installation Elevation: Installation Elevation: 300.0 ft Fluid Temperature: Fluid Temperature: 68.00 deg F
Ambient Temperature: Ambient Temperature: 68.00 deg F
Pump Run/Fault Lights: Duplex
Dome Light: Fail Only
Suction/discharge manifold entry/exit system connections: Suction:

Left, Discharge: Left
$46,800.00 $46,800.00
Lot One day of onsite start-up supervision $2,200.00 $2,200.00 Lot Freight Charge $1,600.00 $1,600.00
Lot Sales Tax @ 7.25% $3,393.00 $3,393.00
Total Net Sale $53,993.00
FOB: Factory
Subject to our standard terms and conditions of sale; Terms: Net 30 days Pricing valid for 30 days
Off-loading of equipment by others
Provided by,
Dennis Prahm

13.H.

AGENDA

STAFF REPORT

MEETING DATE: 8/19/2025 AGENDA SECTION: CONSENT CALENDAR

SUBJECT:

Approval of the purchase of additional software licenses from Tyler Technologies, in the amount of $43,200, to support the Fire Division in conducting fire-related inspections and additional Appropriation of $43,200 in the General Fund and $43,200 to revenue account 16110000-494300 to offset the cost of the purchase.

RECOMMENDATION:

Staff recommends that the City Council, by motion, approve the additional appropriation of $43,200 in the General Fund and $43,200 to revenue account 16110000-494300 to offset the cost of the purchase of the necessary software licenses needed to support Fire Prevention Staff in conducting fire-related inspections.

Recommended Motion: I move to approve the additional appropriation of $43,200 in the General Fund and $43,200 to revenue account 16110000-494300 to offset the cost of the purchase of the necessary software licenses needed to support Fire Prevention Staff in conducting fire-related inspections.

BACKGROUND:

The Hanford Fire Department is in need of acquiring additional software licenses from Tyler Technologies to support the Fire Division in conducting fire-related inspections. The Energov and IG Inspect services provided by Tyler Technologies are the backbone of the City’s ability to complete business processes by billing the external customer for services rendered. These services include Annual Fire /Life/ Safety Inspections that are completed as a requirement of the California Fire Code as well as a stipulation of having a business license within the City of Hanford.

These critical software services let the Fire Department access the city-wide software platform, allowing the capture of required Fire/ Life/ Safety Inspections in occupancies throughout the City.

These essential inspections are completed electronically on a common platform shared by existing city entities in the Code Enforcement and Building Department. This departmental integration allows HFD’s information to be collated and captured to best serve the citizens of Hanford.

Currently, the Hanford Fire Department bills these services with a minimum number of available licenses, 3 to be exact. These inspection services are performed under the Fire Prevention division and the revenue generated is deposited in account 16110000-494300, Fire Inspection & Other Fees.

The actual revenue generated from these 3 licenses in Fiscal Year 2024-2025 was $240,654.23.

The budgeted revenue for Fiscal Year 2025-2026 is $200,000.

With the advent of additional part-time staff trained and capable of completing these inspections as of

Aug 1st 2025, the estimated revenue increase would be a conservative 18% or $43,317. This would be directly attributable to more inspections being completed more accurately and processed in a timely fashion. This conservative estimate of increase in revenue would cover the requested additional appropriation in the amount of $43,200, offsetting the costs of the additional software licenses.

The current cost to purchase the neccesary licenses is broken down as follows:
• Community Development Licenses; $3,000 ea. With 8 required licenses for a total of $24,000 and a YTY maintenance fee of $4,800.
• Enterprise Permitting & Licensing Mobile; $1,000 ea. With 8 required licenses for a total of $8,000 and YTY maintenance fee of $1,600.
• GIS portion for the integration of the mapping component within the Mobile Inspection software. $4,000 and YTY maintenance fee of $800.
• Total licensing and software maintenance fees $43,200.

FISCAL IMPACT:

An additional appropriation of $43,200 for software licenses in the General Fund and $43,200 to revenue account 16110000-494300 to offset the cost.

ATTACHMENTS:

1. Hanford EPL Licenses Quote 2 (002) (1)

2025-552296-F6K9N8 CONFIDENTIAL Page 1

Quoted By: Karen Grosset
Quote Expiration: 12/31/25
Quote Name: City of Hanford - ERP - EPL
Licenses
Quote Description: EPL Licenses
Sales Quotation For: Shipping Address:

City of Hanford City of Hanford
ATTN: ERIC FORCEY 315 N Douty St
HANFORD CA 93230 Hanford CA 93230-3903
Tyler License Fees and Related Services
Description Qty License Hours Module Total
Year One
Maintenance
Civic Services
Community Development Suite 8 $ 24,000.00 0 $ 24,000.00 $ 4,800.00 Enterprise Permitting & Licensing Mobile 8 $ 8,000.00 0 $ 8,000.00 $ 1,600.00 Additional
GIS 8 $ 4,000.00 0 $ 4,000.00 $ 800.00
TOTAL $ 36,000.00 0 $ 36,000.00 $ 7,200.00
Summary One Time Fees Recurring Fees
Total Tyler License Fees $ 36,000.00 $ 7,200.00
Total SaaS $ 0.00 $ 0.00

2025-552296-F6K9N8 CONFIDENTIAL Page 2 Total Tyler Services $ 0.00 $ 0.00
Total Third-Party Hardware, Software, Services $ 0.00 $ 0.00 Summary Total $ 36,000.00 $ 7,200.00
Contract Total $ 43,200.00
Client’s purchase of the items listed above is subject to the Comments below Unless otherwise indicated in the contract or amendment thereto, pricing for optional items will be held For six (6) months from the Quote date or the Effective Date of the Contract, whichever is later.

Customer Approval: Date:

Print Name: P.O.#:

All Primary values quoted in US Dollars
Comments
Client agrees that items in this sales quotation are, upon Client's signature or approval of same, hereby added to the existing agreement ("Agreement") between the parties and subject to its terms. Additionally, payment for said items, as applicable but subject to any listed assumptions herein, shall conform to the following terms:
• License fees for Tyler and third party software are invoiced upon the earlier of (i) deliver of the license key or (ii) when Tyler makes such software available for download by the Client;
• Fees for hardware are invoiced upon delivery;
• Fees for year one of hardware maintenance are invoiced upon delivery of the hardware; • Annual Maintenance and Support fees, SaaS fees, Hosting fees, and Subscription fees are first payable when Tyler makes the software available for download by the Client (for Maintenance) or on the first day of the month following the date this quotation was signed (for SaaS, Hosting, and Subscription), and any such fees are prorated to align with the applicable term under the Agreement, with renewals invoiced annually thereafter in accord with the Agreement.

2025-552296-F6K9N8 CONFIDENTIAL Page 3 • Fees for services included in this sales quotation shall be invoiced as indicated below.  Implementation and other professional services fees shall be invoiced as delivered.  Fixed-fee Business Process Consulting services shall be invoiced 50% upon delivery of the Best Practice Recommendations, by module, and 50% upon delivery of custom desktop procedures, by module.  Fixed-fee conversions are invoiced 50% upon initial delivery of the converted data, by conversion module, and 50% upon Client acceptance to load the converted data into Live/Production environment, by conversion module.  Except as otherwise provided, other fixed price services are invoiced upon complete delivery of the service. For the avoidance of doubt, where "Project Planning Services" are provided, payment shall be invoiced upon delivery of the Implementation Planning document.

Dedicated Project Management services, if any, will be invoiced monthly in arrears, beginning on the first day of the month immediately following initiation of project planning.
 If Client has purchased any change management services, those services will be invoiced in accordance with the Agreement.  Notwithstanding anything to the contrary stated above, the following payment terms shall apply to services fees specifically for migrations: Tyler will invoice Client 50% of any Migration Fees listed above upon Client approval of the product suite migration schedule. The remaining 50%, by line item, will be billed upon the go-live of the applicable product suite. Tyler will invoice Client for any Project Management Fees listed above upon the go-live of the first product suite. Unless otherwise indicated on this Sales quotation, annual services will be invoiced in advance, for annual terms commencing on the date this sales quotation is signed by the Client. If listed annual service(s) is an addition to the same service presently existing under the Agreement, the first term of the added annual service will be prorated to expire coterminous with the existing annual term for the service, with renewals to occur as indicated in the Agreement.
• Expenses associated with onsite services are invoiced as incurred.

Tyler's quote contains estimates of the amount of services needed, based on our preliminary understanding of the scope, level of engagement, and timeline as defined in the Statement of Work (SOW) for your project. The actual amount of services required may vary, based on these factors.

Tyler's pricing is based on the scope of proposed products and services contracted from Tyler. Should portions of the scope of products or services be altered by the Client, Tyler reserves the right to adjust prices for the remaining scope accordingly.

Unless otherwise noted, prices submitted in the quote do not include travel expenses incurred in accordance with Tyler's then-current Business Travel Policy.

Tyler's prices do not include applicable local, city or federal sales, use excise, personal property or other similar taxes or duties, which you are responsible for determining and remitting. Installations are completed remotely but can be done onsite upon request at an additional cost.

In the event Client cancels services less than four (4) weeks in advance, Client is liable to Tyler for (i) all non-refundable expenses incurred by Tyler on Client's behalf; and (ii) daily fees associated with the cancelled services if Tyler is unable to re-assign its personnel.

The Implementation Hours included in this quote assume a work split effort of 70% Client and 30% Tyler.

2025-552296-F6K9N8 CONFIDENTIAL Page 4 Implementation Hours are scheduled and delivered in four (4) or eight (8) hour increments.

Tyler provides onsite training for a maximum of 12 people per class. In the event that more than 12 users wish to participate in a training class or more than one occurrence of a class is needed, Tyler will either provide additional days at then-current rates for training or Tyler will utilize a Train-the-Trainer approach whereby the client designated attendees of the initial training can thereafter train the remaining users.

13.I.

AGENDA

STAFF REPORT

MEETING DATE: 8/19/2025 AGENDA SECTION: CONSENT CALENDAR

SUBJECT:

Approval to purchase two (2) Auto Extrication units and accessories from L N Curtis & Sons in the amount of $65,898.27 from the General Fund per the approved Capital Improvement Program for fiscal year 2026.

RECOMMENDATION:

Staff recommends that the City Council, by motion, approve the purchase of two (2) Auto Extrication units and accessories in the amount of $65,898.27 from the General Fund per the approved Capital Improvement Program for fiscal year 2026.

Recommended Motion: I move to approve the purchase of two (2) Auto Extrication units and accessories in the amount of $65,898.27 from the General Fund per the approved Capital Improvement Program for fiscal year 2026.

BACKGROUND:

The Fire Department is requesting the purchase of two (2) auto extrication units and accessories, commonly known as the “Jaws of Life”. This is the only powered equipment capable of bending, cutting or shearing metal, enabling the Fire Department to free trapped victims from a car or other metal machinery/structures.

The requested Hurst E-draulic auto extrication units are waterproof, cordless, battery-operated combination tools powered by a hydraulic electric motor. Weighing 33% less than older gasoline-powered, hydraulic line-based models, these units allow responders to operate without the constraints of a separate power pump or the limited reach of hydraulic lines. This mobility speeds up extrication, saving critical seconds and minutes during the “golden hour” of rescue.

The modern units—identical to the E-Draulic set installed on Hanford Engine 41 in 2019—deliver 80,000 lbs of spreading force and 40,000 lbs of shearing force. Each set includes a ram attachment, an essential tool for complex extrications, capable of spreading up to 40 inches with 60,000 lbs of hydraulic force.

The department currently operates four auto extrication units: one modern 6-year-old Hurst E-Draulic set as mentioned above and three 25-year-old Hurst hydraulic units. The older units rely on gasoline-powered pumps with pressurized cords, which can no longer be serviced or certified due to age, wear, and the fact that their recommended service life expired in 2015—ten years ago.

Replacing these outdated tools with modern, serviceable equipment is critical to maintaining the department’s operational readiness. The new units will be serviced and maintained by L N Curtis, the manufacturer’s sole authorized West Coast distributor for Hurst equipment.

FISCAL IMPACT:

The previously approved Capital Improvement Program for fiscal year 2026 will completely fund the purchase of the Auto Extrication Equipment in the amount of $65,898.27. (General Fund)

ATTACHMENTS:

1. Capital Improvement Program FY26-30

2. Quotation_QO351529_1755187418108

G= Contingent on Grant Funding
M-F= Multi-Funded

CITY OF HANFORD
Capital Improvement Program Fiscal Years 2026-2030

Request Title Project Total Historical FY2026 FY2027 FY2028 FY2029 FY2030 Future 0001 General Fund
Beginning fund balance available (estimated) 0 -913,110 -1,610,450 -4,323,283 -6,207,158 -6,344,693 Capital requests -2,096,084 -4,111,140 -15,123,883 -17,573,625 -137,535 -1,391,280 Grant funding 1,182,974 3,413,800 12,411,050 15,689,750 0 1,391,280 Estimated reserve contribution required -913,110 -1,610,450 -4,323,283 -6,207,158 -6,344,693 -6,344,693 G REPLACE DOWNTOWN BANNER POLES 1,391,280 1,391,280
GENERATOR - CIVIC AUDITORIUM (PUBLIC SAFETY RADIOS) 20,000 20,000 GENERATOR - PAL BUILDING DISASTER RECOVERY 20,000 20,000 REGISTRATION SOFTWARE FOR PARKS & COMM SERV 45,718 39,648 3,035 3,035 G HEROES PARK 11,947,892 3,747,892 4,000,000 4,200,000
M-F EQUIPMENT FOR CONSTRUCTION INSPECTORS AND USA POSITION 3,000 3,000 M-F UTILITY TRUCK FOR USA POSITION 10,750 10,750
M-F PUBLIC WORKS BUILDING REMODEL 48,000 5,500 42,500
HARRIS BALL PARK / BROWN STREET PARKING LOT 425,000 425,000 M-F INDOOR MULTI-GENERATIONAL FACILITY 600,000 25,000 575,000 PEREGRINE DATA SYSTEM 100,000 50,000 50,000
M-F PARKS DEPT. TRUCK/ RPL 65 35,589 35,589
M-F PARKS DEPT. TRUCK/ RPL 68 36,499 36,499
M-F PARKS DEPT. TRUCK/ RPL 64 36,259 36,259
M-F BUILDING DEPT. TRUCK (EV)/ RPL 88 40,526 40,526
PLANNING DEPT. TRUCK (EV)/ RPL 221 58,366 58,366
M-F STREETS DEPT. TRUCK/ RPL 136 31,959 31,959
M-F PARKS DEPT. TRUCK/ RPL 62 36,499 36,499
M-F CITY HALL GENERATOR/ RPL 379, SUPPORTS EOC 200,000 200,000 M-F PD GENERATOR/ RPL 224 155,323 155,323
PARKS DEPT. TRUCK (EV)/ RPL 107 58,366 58,366
M-F FIRE VEHICLE/ RPL 112 3,865 3,865
PD VEHICLE/ RPL 611 46,625 46,625
PD VEHICLE/ RPL 11 36,835 36,835
M-F COMMUNITY DEVELOPMENT REMODEL 150,000 150,000
G M-F VETERANS BUILDING REHAB 709,530 58,530 651,000
COURTHOUSE PARKING LOT RECONSTRUCTION 949,000 949,000
REPL DRIVEWAY APPROACH-GOLDEN ONE CREDIT UNION PUBLIC PARKING LOT 35,000 35,000 G M-F 12TH AVE AT HAYDEN AVE 821,364 107,664 713,700
G M-F GRANGEVILLE BLVD AT 9TH AVE ROUNDABOUT 5,181,880 340,780 386,100 4,455,000 G FAST TRACK HANFORD: HIGH SPEED RAIL CONNECTIVITY & HISTORIC DOWNTOWN IMPROV 15,523,000 500,000 3,533,250 11,489,750 G M-F GRADE SEPARATION DESIGN 1,656,000 676,000 980,000 G ITS PLAN 183,000 183,000
G M-F CARNEGIE BUILDING REHAB 422,800 422,800
AGRICULTURAL MITIGATION PROGRAM DEVELOPMENT 200,000 200,000 SEPARATE ELECTRIC SERVICE FROM COURTHOUSE TO BASTILLE (DUE TO SALE) 80,000 80,000 REPLACE DRIVEWAY APPROACH AT CITY PARKING LOT #4 49,500 49,500 REPLACE DRIVEWAY APPROACH AT CITY HALL PARKING LOT 57,680 57,680 M-F CITY REFUSE ENCLOSURES REBUILD (13) LOCATIONS 684,794 684,794 M-F PUBLIC WORKS ENCLOSED WAREHOUSE 250,000 250,000
EXPLOSIVE BREACHING KIT 16,000 16,000
ROMEO X SIGHTS 29,560 29,560
SNIPER NIGHT VISION 18,800 18,800
DRONE PROGRAM EXPANSION 69,000 19,000 50,000
EVIDENCE 3D SCANNING MACHINE 75,000 75,000
IN CAR CAMERAS 241,680 120,840 120,840
LESS LETHAL SHOTGUNS 16,000 16,000
CRITICAL INCIDENT RESPONSE MONITORING SYSTEM 36,000 36,000 AUTO EXTRICATION EQUIPMENT REPLACEMENT 270,000 90,000 90,000 90,000 FIRE ENGINE 42 EQUIPMENT PURCHASE 170,000 170,000

G= Contingent on Grant Funding
M-F= Multi-Funded

CITY OF HANFORD
Capital Improvement Program Fiscal Years 2026-2030

Request Title Project Total Historical FY2026 FY2027 FY2028 FY2029 FY2030 Future FIRE ENGINE 41 EQUIPMENT PURCHASE 170,000 170,000
FLOCK CAMERAS (12) 79,000 43,000 36,000
RIFLE REPLACEMENT 125,000 125,000
REPLACE F-250 BATTALION CHIEF PICK UP WITH BUILD-UP/ RPL 168 90,000 90,000 CENTENNIAL AND COE PARK BASKETBALL RENOVATION 300,000 150,000 150,000 ADA PARKS/RECREATION MODIFICATIONS 133,500 44,500 44,500 44,500 Total 0001 General Fund 44,181,439 3,747,892 2,096,084 4,111,140 15,123,883 17,573,625 137,535 1,391,280 0004 Accumulated Capital Outlay
Beginning fund balance available (estimated) 187,033 187,033 187,033 187,033 187,033 187,033 Capital requests 0 0 0 0 0 0
Ending fund balance available (estimated) 187,033 187,033 187,033 187,033 187,033 187,033 YAC CONCESSION BLDG RESTORATION 305,541 305,541
CITY HALL SECURITY PROJECT 46,495 46,495
Total 0004 Accumulated Capital Outlay 352,036 352,036 0 0 0 0 0 0 0011 Measure H
Beginning fund balance available (estimated) 0 0 0 0 0 0 Capital requests -15,458,000 -15,619,000 -17,950,000 -13,725,000 -15,557,000 -27,925,000 Estimated revenue 15,458,000 15,619,000 17,950,000 13,725,000 15,557,000 27,925,000 Ending fund balance available (estimated) 0 0 0 0 0 0
MEASURE H: EXISTING PARKS ADDITIONAL MAINTENANCE 970,000 160,000 162,000 162,000 162,000 162,000 162,000 MEASURE H: FIRE LADDER TRUCK 2,400,000 2,400,000
MEASURE H: FIRE ENGINE 1,200,000 1,200,000
MEASURE H: COMMUNITY CLEANUP AND ABATEMENT FOR CODE COMPLIANCE 600,000 100,000 100,000 100,000 100,000 100,000 100,000 MEASURE H: CITY OWNED BUILDING MAINTENANCE IMPROVEMENT PROJECT 1,650,000 151,000 299,000 300,000 300,000 300,000 300,000 MEASURE H: EXISTING PARKS ADDITIONAL IMPROVEMENTS 1,695,000 280,000 283,000 283,000 283,000 283,000 283,000 MEASURE H: FIRE STATION IMPROVEMENTS/EQUIPMENT 600,000 100,000 100,000 100,000 100,000 100,000 100,000 MEASURE H: TWO (2) PARK MAINTENANCE VEHICLES 120,000 120,000 MEASURE H: TWO (2) CODE ENFORCEMENT VEHICLES 120,000 120,000 MEASURE H: FIRE COMMUNICATIONS UPDATE PROJECT 849,000 849,000 MEASURE H: ROAD REHABILITATION AND PAVEMENT PRESERVATION 36,900,000 6,000,000 6,180,000 6,180,000 6,180,000 6,180,000 6,180,000 MEASURE H: FIRE STATION #4 8,720,000 600,000 295,000 7,825,000 MEASURE H: PUBLIC SAFETY BUILDING 48,000,000 6,000,000 7,000,000 3,000,000 6,600,000 4,600,000 20,800,000 MEASURE H: TWO (2) COMMUNITY SERVICE OFFICER VEHICLES 290,000 130,000 160,000 MEASURE H: EIGHT (8) NEW POLICE VEHICLES & UPFITTING FOR NEW SWORN STAFF 2,120,000 848,000 1,272,000 Total 0011 Measure H 106,234,000 0 15,458,000 15,619,000 17,950,000 13,725,000 15,557,000 27,925,000 0044 Gas Tax
Beginning fund balance available (estimated) -711,093 -3,773 990,302 935,901 1,654,180 1,561,180 Capital requests -892,680 -605,925 -1,654,401 -881,721 -1,693,000 -638,000 Estimated revenue 1,600,000 1,600,000 1,600,000 1,600,000 1,600,000 1,600,000 Ending fund balance available (estimated) -3,773 990,302 935,901 1,654,180 1,561,180 2,523,180 STREETS DEPT TILT TRAILER 30,000 30,000
M-F LACEY BLVD WIDEN/RECONST MAGNA CARTA TO 13TH 1,000,000 1,000,000 GRADE SEP FEASBLTY/GRGVL (MATCHING FUNDS) 302,801 302,801 PAVEMENT RESURFACING TREATMENT 1,135,617 1,135,617
STREET DIVISION MAINTENANCE 3,187,500 637,500 425,000 425,000 425,000 425,000 425,000 425,000

G= Contingent on Grant Funding
M-F= Multi-Funded

CITY OF HANFORD
Capital Improvement Program Fiscal Years 2026-2030

Request Title Project Total Historical FY2026 FY2027 FY2028 FY2029 FY2030 Future NEW SIDEWALK/ADA IMPROVEMENTS 410,968 50,968 60,000 60,000 60,000 60,000 60,000 60,000 ANNUAL INTERSECTION UPGRADES 612,000 153,000 153,000 153,000 153,000 PLACE LANDSCAPE BARK IN CENTER MEDIANS 165,000 55,000 55,000 55,000 HAROLD ST WIDENING & RECONSTRUCTION 496,721 100,000 396,721 CENTER MEDIAN ON HANFORD ARMONA WEST OF 11TH AVE - DMV 206,861 40,000 166,861 M-F HARRIS STREET ABANDONMENT AT COE PARK 95,925 45,000 50,925 CITY STANDARD PLANS AND SPECS UPDATE 40,000 40,000
GRANGEVILLE MEDIAN AND CROSSWALKS FROM HARRIS TO KENSINGTON 674,540 674,540 M-F RECONSTRUCTION-GARNER AVE FROM LACEY TO GOLETA WAY 100,000 100,000 GLENN AVE FROM PLEASANT TO GRANGEVILLE ABANDONMENT 20,000 20,000 M-F STREETS DEPT ROLLER/ RPL 182 23,473 23,473
M-F STREETS DEPT ASPHALT PATCH TRUCK /RPL 135 131,207 131,207 Total 0044 Gas Tax 8,632,613 2,266,886 892,680 605,925 1,654,401 881,721 1,693,000 638,000 0045 RMRA
Beginning fund balance available (estimated) 1,782,307 3,182,307 4,582,307 5,982,307 7,382,307 8,782,307 Capital requests 0 0 0 0 0 0
Estimated revenue 1,400,000 1,400,000 1,400,000 1,400,000 1,400,000 1,400,000 Ending fund balance available (estimated) 3,182,307 4,582,307 5,982,307 7,382,307 8,782,307 10,182,307 LACEY WIDEN/RECON/10TH-SIERRA P#2 750,000 750,000
LACEY WIDEN/RECON/10TH-SIERRA 2,196,500 2,196,500
Total 0045 RMRA 2,946,500 2,946,500 0 0 0 0 0 0
0050 T D A - Transportation
Beginning fund balance available (estimated) 7,027,266 4,686,850 182,221 -3,619,230 -6,217,672 -7,504,827 Capital requests -3,540,416 -5,704,629 -5,001,451 -5,148,442 -10,587,155 -9,202,000 Estimated revenue 1,200,000 1,200,000 1,200,000 1,200,000 1,200,000 1,200,000 Estimated HSR revenue 1,350,000 8,100,000 8,125,000
Ending fund balance available (estimated) 4,686,850 182,221 -3,619,230 -6,217,672 -7,504,827 -7,381,827 INTERSECTION AND ROADWAY UPGRADES - IMPACTED BY HSR 17,575,000 1,350,000 8,100,000 8,125,000 LACEY WIDEN/RECON/10TH-SIERRA 1,356,500 1,356,500
RFB CROSSWALKS/SIGNS 137,000 68,500 68,500
RADAR FEEDBACK SIGNS (22) 99,000 99,000
SIGN MANUFACTURING PROGRAM 50,000 50,000
INTERNALLY ILLUMINATED STREET SIGNS (16) 111,200 111,200 VIDEO DETECTION DEVICES (30) 690,000 690,000
ZINC BLUE BACKUPS (50) 730,000 365,000 365,000
COBALT CONTROLLERS (31) 131,750 131,750
G M-F 12TH AVE AT HAYDEN AVE 205,341 26,916 178,425
GRANGEVILLE BLVD. FROM MUSTANG TO WELL TANK 6 477,004 47,582 55,332 374,090 G M-F GRADE SEPARATION DESIGN 414,000 169,000 245,000
PAVEMENT RESURFACING TREATMENT 4,875,000 975,000 975,000 975,000 975,000 975,000 SIDEWALK/MISC CONCRETE REPAIRS 376,408 76,408 60,000 60,000 60,000 60,000 60,000 MALL DR CIR FROM 12TH AVE TO LACEY BLVD. 1,794,277 300,000 1,494,277 INSTALL STAMPED CONCRETE IN MEDIANS (TURN POCKETS) 725,340 120,890 604,450 HUME AVE. CIR FROM 11TH AVE TO BUTTERNUT DR. 974,660 162,443 812,217 GREENFIELD AVE CIR FROM ELM ST. TO CAMPUS DR. 883,416 147,236 736,180 GRANGEVILLE BLVD CIR FROM 10TH AVE TO DOUTY ST 859,170 143,195 715,975 REPLACE AC SIDEWALK ON FLINT AVE BETWEEN 11TH AVE AND JOSHUA ST 253,701 253,701 CENTENNIAL DR CIR FROM LACEY BLVD TO MARRIT ST 1,071,160 178,527 892,633 CAMPUS DR. CIR FROM LACEY BLVD TO 6TH ST 582,116 97,019 485,097

G= Contingent on Grant Funding
M-F= Multi-Funded

CITY OF HANFORD
Capital Improvement Program Fiscal Years 2026-2030

Request Title Project Total Historical FY2026 FY2027 FY2028 FY2029 FY2030 Future RRFB CROSSWALKS RADAR SIGNS AT MULTIPLE LOCATIONS 352,481 352,481 RODGERS RD AT 11TH AVE TRAFFIC SIGNAL UPGRADE 179,133 179,133 RECONSTRUCTION NORTHSTAR DR FROM 11TH AVE TO ASPEN ST 1,036,344 180,000 856,344 GRANGEVILLE MEDIAN AND CROSSWALKS FROM HARRIS TO KENSINGTON 592,794 95,201 497,593 M-F RECONSTRUCTION-GARNER AVE FROM LACEY TO GOLETA WAY 515,647 515,647 M-F 9TH AVE ST FRONTAGE AT HEROES PARK 2,618,306 90,639 158,639 2,369,028 SPEED STUDY UPDATE (EVERY 5 YEARS) 187,000 85,000 102,000 FEASIBILITY STUDY - PROTECTED BIKE LANES ON DOUTY ST 160,000 85,000 75,000 E BIKE CHARGING STATIONS - DOWNTOWN 325,000 55,000 270,000 FIRE STATION 3 SIGNAL PREEMTION DESIGN AND CONSTRUCTION 685,000 70,000 415,000 200,000 GRANGEVILLE BLVD. - COMPLETE SIDEWALK BETWEEN DOUTY ST AND HARRIS ST 108,900 108,900 Total 0050 T D A - Transportation 41,132,648 1,948,555 3,540,416 5,704,629 5,001,451 5,148,442 10,587,155 9,202,000 0055 CMAQ
Beginning fund balance available (estimated) 0 0 0 0 0 0 Capital requests -204,684 -305,011 -334,887 0 0 0
Estimated revenue 204,684 305,011 334,887 0 0 0
Ending fund balance available (estimated) 0 0 0 0 0 0
LACEY WIDEN/RECON/10TH-SIERRA 568,912 568,912
TRAF SIGNAL/12TH AV TO HUME 357,000 357,000
9TH AVE & LACEY SIGNAL 148,832 23,332 125,500
G M-F ANNUAL INTERSECTION SIGNALIZATION PROJECT 303,807 43,807 260,000 G M-F 12TH AT HOUSTON SIGNAL AND 12TH FROM BUTTERFIELD TO HOUSTON 415,275 35,377 45,011 334,887 Total 0055 CMAQ 1,793,826 949,244 204,684 305,011 334,887 0 0 0 0058 ARPA
Beginning fund balance available (estimated) 0 0 0 0 0 0 Capital requests 0 0 0 0 0 0
Ending fund balance available (estimated) 0 0 0 0 0 0
YAC CONCESSION BLDG RESTORATION 1,282,446 1,282,446
ARPA HIDDEN VALLEY PARK CONCEPTUAL PLAN 69,400 69,400
Total 0058 ARPA 1,351,846 1,351,846 0 0 0 0 0 0
0161 12th Ave Sewer Benefit AD
Beginning fund balance available (estimated) 1,493,942 1,493,942 1,493,942 1,493,942 1,493,942 1,493,942 Capital requests 0 0 0 0 0 0
Ending fund balance available (estimated) 1,493,942 1,493,942 1,493,942 1,493,942 1,493,942 1,493,942 12TH AVE SEWER TRUNK MAIN OVERSIZING 203,911 203,911
Total 0161 12th Ave Sewer Benefit AD 203,911 203,911 0 0 0 0 0 0 0180 Parks Facility Impact Fees
Beginning fund balance available (estimated) 4,760,100 4,744,100 3,743,175 2,643,175 -3,806,825 -4,606,825 Capital requests -216,000 -1,200,925 -1,300,000 -6,650,000 -1,000,000 -1,000,000 Estimated revenue 200,000 200,000 200,000 200,000 200,000 200,000 Ending fund balance available (estimated) 4,744,100 3,743,175 2,643,175 -3,806,825 -4,606,825 -5,406,825

G= Contingent on Grant Funding
M-F= Multi-Funded

CITY OF HANFORD
Capital Improvement Program Fiscal Years 2026-2030

Request Title Project Total Historical FY2026 FY2027 FY2028 FY2029 FY2030 Future M-F DEVELOPER REIMBURSEMENT 5,021,000 21,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 G HEROES PARK - GF 1,788,858 1,788,858
M-F INDOOR MULTI-GENERATIONAL FACILITY 5,853,610 53,610 150,000 5,650,000 M-F HARRIS STREET ABANDONMENT AT COE PARK 95,925 45,000 50,925 M-F CITY'S DEV IMPACT FEES UPDATE 13,200 13,200
PARK DEV OVERSIZING REQUIREMNT 600,000 150,000 150,000 150,000 150,000 Total 0180 Parks Facility Impact Fees 13,372,593 2,005,668 216,000 1,200,925 1,300,000 6,650,000 1,000,000 1,000,000 0181 Transportation Impact Fees
Beginning fund balance available (estimated) 4,177,431 2,534,750 740,593 -16,957,984 -26,586,424 -26,386,424 Capital requests -2,642,681 -2,794,157 -18,698,577 -10,628,440 -800,000 -800,000 Estimated revenue 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 Ending fund balance available (estimated) 2,534,750 740,593 -16,957,984 -26,586,424 -26,386,424 -26,186,424 CONSTRUCT 9TH AVE. ACROSS UPRR WITH RAILROAD CROSSING 2,374,546 421,146 82,100 1,871,300 CONSTRUCT FLORINDA STREET FROM 9 1/4 AVE TO 9TH AVE 8,913,556 754,134 1,060,982 7,098,440 M-F DEVELOPER REIMBURSEMENT 5,000,000 1,000,000 800,000 800,000 800,000 800,000 800,000 M-F LACEY BLVD WIDEN/RECONST MAGNA CARTA TO 13TH 3,355,000 625,000 2,730,000 LACEY WIDEN/RECON/10TH-SIERRA 2,356,438 2,356,438
TRAF SIGNAL/12TH AV TO HUME 1,487,269 1,487,269
9TH AVE & LACEY SIGNAL 998,197 998,197
G M-F GRANGEVILLE BLVD AT 9TH AVE ROUNDABOUT 706,620 46,470 52,650 607,500 UNSCH ARTERIAL UPGR/TRAF SIGNL 1,800,000 450,000 450,000 450,000 450,000 G M-F ANNUAL INTERSECTION SIGNALIZATION PROJECT 1,215,228 175,228 1,040,000 CONSTRUCTION OF 9TH AVE BETWEEN E. LACEY AND GRANGEVILLE 11,433,162 328,916 250,000 10,854,246 9TH AVE. N OF LELAND WAY ALIGNMENT STUDY 120,000 120,000 CITY STANDARD PLANS AND SPECS UPDATE 80,000 80,000
12TH AVE SPRINGCREST TO HUME 606,700 472,057 134,643
G M-F 12TH AT HOUSTON SIGNAL AND 12TH FROM BUTTERFIELD TO HOUSTON 1,661,100 141,506 180,045 1,339,549 M-F CITY'S DEV IMPACT FEES UPDATE 13,200 13,200
M-F PRELIMINARY ENGINEERING 100,000 50,000 50,000
Total 0181 Transportation Impact Fees 42,221,016 5,857,161 2,642,681 2,794,157 18,698,577 10,628,440 800,000 800,000 0182 Fire Protection Impact Fee
Beginning fund balance available (estimated) 1,040,936 1,140,936 1,240,936 1,340,936 1,440,936 1,540,936 Capital requests 0 0 0 0 0 0
Estimated revenue 100,000 100,000 100,000 100,000 100,000 100,000 Ending fund balance available (estimated) 1,140,936 1,240,936 1,340,936 1,440,936 1,540,936 1,640,936 M-F CITY'S DEV IMPACT FEES UPDATE 13,200 13,200
Total 0182 Fire Protection Impact Fee 13,200 13,200 0 0 0 0 0 0 0183 Police Protection Impact Fee
Beginning fund balance available (estimated) 86,105 186,105 286,105 386,105 486,105 586,105 Capital requests 0 0 0 0 0 0
Estimated revenue 100,000 100,000 100,000 100,000 100,000 100,000 Ending fund balance available (estimated) 186,105 286,105 386,105 486,105 586,105 686,105 M-F CITY'S DEV IMPACT FEES UPDATE 13,200 13,200
Total 0183 Police Protection Impact Fee 13,200 13,200 0 0 0 0 0 0

G= Contingent on Grant Funding
M-F= Multi-Funded

CITY OF HANFORD
Capital Improvement Program Fiscal Years 2026-2030

Request Title Project Total Historical FY2026 FY2027 FY2028 FY2029 FY2030 Future 0184 Storm Drain Impact Fee
Beginning fund balance available (estimated) 687,179 674,579 1,039,279 -6,572,731 -12,015,406 -11,515,406 Capital requests -512,600 -135,300 -8,112,010 -5,942,675 0 0 Estimated revenue 500,000 500,000 500,000 500,000 500,000 500,000 Ending fund balance available (estimated) 674,579 1,039,279 -6,572,731 -12,015,406 -11,515,406 -11,015,406 RELOCATION OF MALL OR HANSEN BASIN 4,983,000 30,000 953,000 4,000,000 REGIONAL BASIN S88 2,500,000 2,500,000
UTILITY MASTER PLAN UPDATE 339,474 339,474
HAYDEN ST. EAST OF 12TH AVE. - REGIONAL BASIN 2,532,975 148,200 46,200 1,192,100 1,146,475 ACQUISITION AND CONST OF REGIONAL STORM BASIN AT GRAGEVILLE AT SH43 2,709,410 126,200 1,787,010 796,200 10 1/2 AVE AND HOUSTON AVE SD PIPE TO HOUSTON 1,877,200 208,200 39,100 1,629,900 M-F CITY'S DEV IMPACT FEES UPDATE 13,200 13,200
CENTENNIAL DR STORM DRAIN IMPROVEMENTS SOUTH OF BERKSHIRE LN 24,000 24,000 HOUSTON AV PIPELIN/SAND SLOUGH 50,377 50,377
M-F PRELIMINARY ENGINEERING 100,000 50,000 50,000
Total 0184 Storm Drain Impact Fee 15,129,636 427,051 512,600 135,300 8,112,010 5,942,675 0 0 0185 Water System Impact Fee
Beginning fund balance available (estimated) 2,784,081 1,648,906 1,696,747 -22,591,522 -31,771,796 -34,734,646 Capital requests -2,235,175 -1,052,159 -25,388,269 -10,280,274 -4,062,850 -7,658,448 Estimated revenue 1,100,000 1,100,000 1,100,000 1,100,000 1,100,000 1,100,000 Ending fund balance available (estimated) 1,648,906 1,696,747 -22,591,522 -31,771,796 -34,734,646 -41,293,094 CONSTRUCT FLORINDA STREET FROM 9 1/4 AVE TO 9TH AVE 1,451,044 122,766 172,718 1,155,560 M-F DEVELOPER REIMBURSEMENT 3,240,000 740,000 500,000 500,000 500,000 500,000 500,000 M-F SEWER & WATER TRUNKLINE UTIL IN 9TH AVE BETWEEN E. LACEY & GRANGEVILLE 3,000,997 149,475 2,851,522 UTILITY MASTER PLAN UPDATE 210,433 210,433
ANNUAL WATER MASTER PLAN CIP PROJECT 6,275,140 217,793 2,552,729 253,320 2,969,150 282,148 3RD AND HANFORD MARKET PLACE WATER MAIN & WELL 4,131,800 387,300 161,600 3,582,900 M-F CITY'S DEV IMPACT FEES UPDATE 13,200 13,200
NEW GROUNDWATER WELLS (W5, W9, W1) 26,878,000 708,400 12,178,400 6,521,200 593,700 6,876,300 M-F NEW WATER TANK RESERVOIR #6B 3,750,000 250,000 3,500,000 M-F INDUSTRIAL PARK WATER STORAGE 1,850,194 1,850,194
M-F PRELIMINARY ENGINEERING 100,000 50,000 50,000
Total 0185 Water System Impact Fee 50,900,808 223,633 2,235,175 1,052,159 25,388,269 10,280,274 4,062,850 7,658,448 0186 Wastewater Impact Fee
Beginning fund balance available (estimated) 3,628,942 3,722,698 4,372,698 -4,996,880 -6,878,027 -11,908,576 Capital requests -906,244 -350,000 -10,369,578 -2,881,147 -6,030,549 -3,032,567 Estimated revenue 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 Ending fund balance available (estimated) 3,722,698 4,372,698 -4,996,880 -6,878,027 -11,908,576 -13,941,143 WTTF EXPANSION 9,000,000 2,250,000 2,250,000 2,250,000 2,250,000 M-F DEVELOPER REIMBURSEMENT 1,800,000 300,000 300,000 300,000 300,000 300,000 300,000 M-F SEWER & WATER TRUNKLINE UTIL IN 9TH AVE BETWEEN E. LACEY & GRANGEVILLE 4,267,219 212,543 4,054,676 UTILITY MASTER PLAN UPDATE 240,883 240,883
ANNUAL SEWER MASTER PLAN CIP PROJECT 8,352,866 343,701 3,714,902 331,147 3,480,549 482,567 M-F CITY'S DEV IMPACT FEES UPDATE 13,200 13,200
WWTP 3RD INTERNAL LIFT ADDITION 1,433,209 1,383,209 50,000 M-F PRELIMINARY ENGINEERING 100,000 50,000 50,000

G= Contingent on Grant Funding
M-F= Multi-Funded

CITY OF HANFORD
Capital Improvement Program Fiscal Years 2026-2030

Request Title Project Total Historical FY2026 FY2027 FY2028 FY2029 FY2030 Future Total 0186 Wastewater Impact Fee 25,207,377 1,637,292 906,244 350,000 10,369,578 2,881,147 6,030,549 3,032,567 0187 Refuse/Recycle Impact Fee
Beginning fund balance available (estimated) 516,683 716,683 916,683 1,116,683 1,316,683 1,516,683 Capital requests 0 0 0 0 0 0
Estimated revenue 200,000 200,000 200,000 200,000 200,000 200,000 Ending fund balance available (estimated) 716,683 916,683 1,116,683 1,316,683 1,516,683 1,716,683 M-F CITY'S DEV IMPACT FEES UPDATE 13,200 13,200
Total 0187 Refuse/Recycle Impact Fee 13,200 13,200 0 0 0 0 0 0 0250 Landscape Assessment District (LAD)
Beginning fund balance available (estimated) -4,980 -4,980 -4,980 -54,980 -54,980 -54,980 Capital requests 0 0 -50,000 0 0 0
Ending fund balance available (estimated) -4,980 -4,980 -54,980 -54,980 -54,980 -54,980 GLACIER PLAY EQUIPMENT-LAD 50,000 50,000
Total 0250 Landscape Assessment District (LAD) 50,000 0 0 0 50,000 0 0 0 0301 Airport Capital
Beginning fund balance available (estimated) 0 0 0 0 0 0 Capital requests -56,752 0 0 0 0 0
Estimated revenue 56,752 0 0 0 0 0
Ending fund balance available (estimated) 0 0 0 0 0 0
REPLACE 70 FT OF SEWER LINE AT THE AIRPORT FBO BUILDING 16,386 16,386 M-F AIRPORT TRUCK (EV)/ RPL 63 40,366 40,366
Total 0301 Airport Capital 56,752 0 56,752 0 0 0 0 0
0307 Refuse
Beginning fund balance available (estimated) -3,784,528 -4,498,361 -5,224,522 -7,816,070 -8,266,070 -8,266,070 Capital requests -729,833 -742,161 -2,607,548 -466,000 -16,000 -16,000 Estimated revenue 0 0 0 0 0 0
Grant funding 16,000 16,000 16,000 16,000 16,000 16,000 Ending fund balance available (estimated) -4,498,361 -5,224,522 -7,816,070 -8,266,070 -8,266,070 -8,266,070 M-F PUBLIC WORKS BUILDING REMODEL 15,993 1,833 14,161
REFUSE DEPT. TRUCK 1-TON/ RPL 60 74,627 74,627
M-F REFUSE DEPT. REAR LOAD TRUCK/ RPL 157 173,714 173,714 M-F REFUSE DEPT. REAR LOAD TRUCK/ RPL 154 224,896 224,896 M-F REFUSE DEPT. REAR LOAD TRUCK/ RPL 153 228,926 228,926 REFUSE DEPT. AUTOMATED TRUCK/ RPL 146 442,418 442,418
REFUSE SERVICE TRUCK (NEW) 75,000 75,000
FRONT LOAD REFUSE TRUCK (NEW) 450,000 450,000
FORKLIFT (NEW) 150,000 150,000
REFUSE SERVICE TRUCK (NEW) 85,000 85,000
AUTOMATED REFUSE TRUCK (NEW) 900,000 450,000 450,000
FRONT LOAD REFUSE TRUCK (NEW) 370,080 370,080
M-F CITY REFUSE ENCLOSURES REBUILD (13) LOCATIONS 586,966 75,000 511,967

G= Contingent on Grant Funding
M-F= Multi-Funded

CITY OF HANFORD
Capital Improvement Program Fiscal Years 2026-2030

Request Title Project Total Historical FY2026 FY2027 FY2028 FY2029 FY2030 Future M-F PUBLIC WORKS ENCLOSED WAREHOUSE 101,000 101,000
CITY STANDARD PLANS AND SPECS UPDATE 10,000 10,000
REFUSE SCALES/NEW 160,000 125,000 35,000
REFUSE TRAILER FOR RESIDENTIAL CANS 15,000 15,000
G REFUSE SOLAR COMPACTORS (GRANT FUNDED) 96,000 16,000 16,000 16,000 16,000 16,000 16,000 REFUSE CAMERA SYSTEM 149,000 50,000 99,000
AUTOMATED REFUSE CONTAINERS 647,340 103,340 272,000 272,000 REFUSE OFFICE BREAKROOM 223,504 223,504
COMMERCIAL/RECYCLE/ORG DUMPSTERS 1,144,119 264,119 440,000 440,000 Total 0307 Refuse 6,323,583 1,746,043 729,833 742,161 2,607,548 466,000 16,000 16,000 0340 Building Safety
Beginning fund balance available (estimated) 972,900 788,500 1,188,500 1,588,500 1,988,500 2,388,500 Capital requests -584,400 0 0 0 0 0
Estimated revenue 400,000 400,000 400,000 400,000 400,000 400,000 Ending fund balance available (estimated) 788,500 1,188,500 1,588,500 1,988,500 2,388,500 2,788,500 COMMUNITY DEVELOPMENT REMODEL (MULTI-FUNDED) 460,000 460,000 ELECTRIC VAN FOR SENIOR BUILDING INSPECTOR 62,200 62,200 ELECTRIC VAN FOR BUILDING INSPECTOR 62,200 62,200
Total 0340 Building Safety 584,400 0 584,400 0 0 0 0 0
0359 Storm Drain
Beginning fund balance available (estimated) 2,629,889 1,781,216 953,162 -6,019,316 -10,034,813 -11,949,325 Capital requests -864,673 -844,054 -6,988,478 -4,031,497 -1,930,512 -318,681 Estimated revenue 16,000 16,000 16,000 16,000 16,000 16,000 Ending fund balance available (estimated) 1,781,216 953,162 -6,019,316 -10,034,813 -11,949,325 -12,252,006 LIFT STATION 31 UPGRADE 5,945,000 215,000 2,565,000 3,165,000 ANNUAL STORM DRAIN IMP PROJECT 4,068,700 168,800 1,663,000 194,100 1,829,300 213,500 BASIN 55 LAND ACQUISITION 450,000 450,000
M-F EQUIPMENT FOR CONSTRUCTION INSPECTORS AND USA POSITION 7,500 7,500 M-F UTILITY TRUCK FOR USA POSITION 10,750 10,750
M-F PUBLIC WORKS BUILDING REMODEL 16,003 1,834 14,170
M-F CHINA ALLEY - UTILITY REPLACEMENT /RECONSTRUCTION 187,500 15,000 172,500 DOWNTOWN FLOOD CONTROL IMPROVEMENTS 1,312,650 488,400 824,250 M-F LACEY BLVD WIDEN/RECONST MAGNA CARTA TO 13TH 500,000 500,000 LIFT STATION REHAB 100,000 50,000 50,000
LACEY WIDEN/RECON/10TH-SIERRA 792,230 792,230
M-F PUBLIC WORKS ENCLOSED WAREHOUSE 75,000 75,000
CITY STANDARD PLANS AND SPECS UPDATE 30,000 30,000
PLEASANT SOUTH OF GREENFIELD - STORMDRAIN 425,473 55,789 369,684 MS4 PERMIT - ANNUAL PROJECT 487,718 90,200 93,728 97,397 101,212 105,181 EIGHTH ST AT IRWIN ST STORM DRAIN 1,445,000 20,000 1,425,000 HOUSTON AV PIPELIN/SAND SLOUGH 463,852 463,852
VACUUM TRUCK (REPL 174) 453,880 453,880
TREE TRIM/REMOVAL PROGRAM 373,400 73,400 75,000 75,000 75,000 75,000 INCR FLOW CAP/PEOPLE DITCH 60,704 60,704
CURB AND GUTTER INSTALL 157,682 22,682 45,000 45,000 45,000 Total 0359 Storm Drain 17,363,042 2,385,148 864,673 844,054 6,988,478 4,031,497 1,930,512 318,681 0362 WWTP/Sewer

G= Contingent on Grant Funding
M-F= Multi-Funded

CITY OF HANFORD
Capital Improvement Program Fiscal Years 2026-2030

Request Title Project Total Historical FY2026 FY2027 FY2028 FY2029 FY2030 Future Beginning fund balance available (estimated) 1,273,728 988,882 107,282 -5,279,320 -9,171,810 -13,461,626 Capital requests -884,846 -1,481,600 -5,986,602 -4,492,490 -4,889,816 -4,187,538 Estimated revenue 600,000 600,000 600,000 600,000 600,000 600,000 Ending fund balance available (estimated) 988,882 107,282 -5,279,320 -9,171,810 -13,461,626 -17,049,164 WWTF SWITCHGEAR 400,000 400,000
WTTF EXPANSION 6,000,000 1,500,000 1,500,000 1,500,000 1,500,000 M-F EQUIPMENT FOR CONSTRUCTION INSPECTORS AND USA POSITION 7,500 7,500 M-F UTILITY TRUCK FOR USA POSITION 10,750 10,750
M-F CHINA ALLEY - UTILITY REPLACEMENT /RECONSTRUCTION 375,000 30,000 345,000 M-F WWTP TRUCK 1-TON/ RPL 108 62,525 62,525
M-F WWTP TRUCK (EV)/ RPL 333 44,346 44,346
M-F WWTP TRUCK (EV)/ RPL 334 40,546 40,546
WWTP LOADER/ RPL 258 165,581 165,581
M-F LACEY BLVD WIDEN/RECONST MAGNA CARTA TO 13TH 400,000 400,000 LACEY WIDEN/RECON/10TH-SIERRA 399,280 399,280
ANNUAL SEWER MAINT. IMPROVEMENT PROJECT 4,551,188 223,300 1,876,700 234,465 1,970,535 246,188 M-F PUBLIC WORKS ENCLOSED WAREHOUSE 101,000 101,000
CITY STANDARD PLANS AND SPECS UPDATE 20,000 20,000
COLLECTION PORTABLE INSPECTION CAMERA 15,000 15,000
CHLORINE INJECTION MANIFOLD REBUILD 25,000 25,000
SANITARY SEWER MANHOLE ROACH CONTROL 170,050 25,000 26,250 27,500 28,900 30,400 32,000 WASTEWATER FACILITY INLET MANHOLE COATING 60,000 60,000 WASTEWATER FACILITY BUILDING ROOF REPAIR 300,000 300,000 VACUUM TRUCK 1,040,000 1,040,000
TRACTOR WITH LOADER BUCKET/ RPL 185 250,000 250,000
TAILING DRYING BED RAMP 46,000 46,000
STORAGE POND FENCING 40,250 40,250
STANDARDIZE LIFT STATION GENERATOR HOOK-UPS 15,000 15,000 SLUDGE DRYING BED LINNING 2,850,400 661,500 695,500 728,900 764,500 SANITARY SEWER MANHOLE RECOATING 679,500 100,000 105,000 110,000 115,500 121,500 127,500 PLANT HEADWORKS MCC ROOM A/C REPLACEMENT 35,000 35,000
WASTEWATER OPERATIONS STORAGE UNIT 10,000 10,000
LIFT STATION REHABILITATION 1,120,150 165,000 173,250 181,500 190,600 200,000 209,800 INTERNAL LIFT PUMP TUBE #2 1,157,600 1,157,600
INTERNAL LIFT PUMP TUBE #1 1,050,000 1,050,000
SLUDGE LAGOON DREDGE PUMP REPLACEMENT 40,000 40,000
M-F FACILITY PICKUP TRUCK (EV)/ RPL 338 41,056 41,056
EFFLUENT PUMP STATION VALVE REHAB 15,000 15,000
COLLECTION STORAGE UNIT 10,000 10,000
COLLECTION SERVICE TRUCK 148,750 148,750
COLLECTION PORTABLE FLOW METER 15,000 15,000
COLLECTION MAINTENANCE TRUCK 80,000 80,000
COLLECTION LIFT STATION PUMP REPLACEMENT 222,500 32,500 34,100 35,800 37,900 40,000 42,200 CHLORINE CONTACT CHAMBER VALVE REPLACEMENT 40,000 40,000 CCTV INSPECTION SERVICES 408,200 60,000 63,000 66,200 69,500 72,900 76,600 (2) SECONDARY SEDIMENTATION BASIN COATING 240,000 240,000 DESIGN & CONST OF SCE-OWNED FACILITY 13,038 13,038
SEWER SYSTEM VIDEO INSP 10,953 10,953
SPARE BARSCREEN MOTOR 40,000 40,000
SPARE MOTOR SCREW PUMP 40,000 40,000
PICKUP TRUCK (NEW) UNIT 109 64,855 64,855
PICKUP TRUCK (NEW) 65,000 65,000
PROTECTIVE GRATING 27,142 27,142
Total 0362 WWTP/Sewer 22,963,160 1,040,268 884,846 1,481,600 5,986,602 4,492,490 4,889,816 4,187,538