Errata 150-5370-10H, 4/30/20
Ukiah Municipal Airport Item L-125 Installation of Airport Lighting Systems Ukiah, California Runway 15-33 Pavement Rehabilitation Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
Elevated LED Medium Intensity Taxiway Light (MITL)
2 Spare MITL, L-861T(L) complete light fixtures (include stem, base plate, and isolation transformer)
2 Spare MITL, L-861T(L) light engines (fixture only)
10 Spare Frangible Couplings
2 Spare Isolation Transformers
2 Spare Lens Assemblies (or 2 more light engines if only available as a single unit) LED Signs
10 Spare Frangible Couplings
4 Spare Isolation Transformers (2 per each mod)
2 Spare Light Engines, or Light Source (enough to fully relight the largest sign installed in the project)
INSTALLATION
125-3.1 Installation. The Contractor shall furnish, install, connect and test all equipment, accessories, conduit, cables, wires, buses, grounds and support items necessary to ensure a complete and operable airport lighting system as specified here and shown in the plans.
The equipment installation and mounting shall comply with the requirements of the National Electrical Code and state and local code agencies having jurisdiction.
The Contractor shall install the specified equipment in accordance with the applicable advisory circulars and the details shown on the plans.
125-3.2 Testing. All lights shall be fully tested by continuous operation for not less than 24 hours as a completed system prior to acceptance. The test shall include operating the constant current regulator in each step not less than 10 times at the beginning and end of the 24-hour test. The fixtures shall illuminate properly during each portion of the test.
125-3.3 Shipping and Storage. Equipment shall be shipped in suitable packing material to prevent damage during shipping. Store and maintain equipment and materials in areas protected from weather and physical damage. Any equipment and materials, in the opinion of the RPR, damaged during construction or storage shall be replaced by the Contractor at no additional cost to the owner. Painted or galvanized surfaces that are damaged shall be repaired in accordance with the manufacturer’s recommendations.
125-3.4 Elevated and In-pavement Lights. Not required for this project. 125-3.5 Removal of existing fixtures, signs and foundations. The Contractor shall carefully remove fixtures, signs and foundations as shown on the Plans. This shall include removing the corresponding base cans, sign pads or foundations. This bid item shall include restoration of the affected area to match the existing surrounding area, including acceptable fill and seeding, along with other incidentals as necessary.
The Contractor shall coordinate with the Airport for a salvage area where removed fixtures and signs (including isolation transformers) shall be stored. When the last removed item is placed in the salvage area, the Airport shall have 5 business days to go through and salvage any item(s) for spare parts. Anything left in the salvage area after the 5 business days become property of the Contractor and shall be disposed of offsite. The Contractor shall restore the salvage area to previous conditions after removing any remaining items off-site.
260
Errata 150-5370-10H, 4/30/20
Ukiah Municipal Airport Item L-125 Installation of Airport Lighting Systems Ukiah, California Runway 15-33 Pavement Rehabilitation Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
125-3.6 Removal of VASI system. The Contractor shall remove the existing FAA owned VASI system and turn over the existing light units to the FAA. Direct buried cables shall be abandoned in place with the last 2 feet removed at each end. VASI light unit foundations shall be removed completely, and the area restored to match surrounding areas.
125-3.7 Removal of REIL system. The Contractor shall remove the existing FAA owned REIL system and turn over to the FAA. Direct buried cables shall be abandoned in place with the last 2 feet removed at each end. REIL light unit foundations shall be removed completely, and the area restored to match surrounding areas.
125-3.8 Install Elevated LED Fixtures, and Signs. Where called for on the Plans to install new LED fixtures or signs, this work shall include the installation of new light bases and sign foundation pads, isolation transformers, connectors, grounding wire, ground rods and all miscellaneous equipment and incidental necessary to provide a new fully functional sign or light of the type indicated on the Plans. All components used in this item shall be new and shall be installed as shown on the Plans. 125-3.9 Install LED REILs (FAA provided). The Contractor shall install the new LED REIL system at the location(s) shown on the Plans. FAA to provide LED REIL’s, ICC units and REIL controller. The installation shall follow Plan details and manufacturer’s instructions. This work shall include all work between the primary-secondary units along with the units itself including the PCA REIL RACKS. Cable, conduit and handholes from the PCA to the REIL ICC units, shall be paid for under other bid item(s).
This item shall include work in the Localizer shelter as shown on the Plans. 125-3.10 Install LED PAPIs (FAA provided). The Contractor shall install the new LED PAPI system at the location(s) shown on the Plans. FAA to provide LHA PAPI units and PAPI Controller. The installation shall follow Plan details, manufacturer’s instructions and FAA standards including FAA-918D, FAA-STD019F. This work shall include all work between the PCU rack and the PAPI units, including all work inside the ground rings. Cable, conduit and handholes to the PCU rack (up to the grounding ring) shall be paid for under other bid item(s).
125-3.11 Miscellaneous Lighting Equipment. The Contractor shall deliver the miscellaneous lighting equipment to the Airport as specified above.
METHOD OF MEASUREMENT
125-4.1 New Elevated LED MIRL on new base can will be measured per each installed, completed, and accepted by the RPR.
125-4.2 New Elevated LED MITHL on new base can will be measured per each installed, completed, and accepted by the RPR.
125-4.3 New Elevated LED MITL on new base can will be measured per each installed, completed, and accepted by the RPR.
125-4.4 FAA provided LED REILs on new foundation will be measured per set, installed, completed, and accepted by the RPR.
125-4.5 FAA provided LED PAPIs on new foundations will be measured per set, installed, completed, and accepted by the RPR.
125-4.6 New LED L-858(L) Airfield Guidance Sign with new sign pad will be measured per each installed, completed, and accepted by the RPR.
125-4.7 Miscellaneous Lighting Equipment will be measured per lump sum, delivered and accepted by the RPR.
125-4.8 Remove fixtures will be measured per each, removed fixture, restoration and accepted by the RPR. 261
Errata 150-5370-10H, 4/30/20
Ukiah Municipal Airport Item L-125 Installation of Airport Lighting Systems Ukiah, California Runway 15-33 Pavement Rehabilitation Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
125-4.9 Remove guidance signs will be measured per each, removed sign, restoration and accepted by the RPR.
125-4.10 Remove FAA owned REILs will be measured per set, removed REIL system, restoration and accepted by the RPR.
125-4.11 Remove FAA owned VASIs will be measured per set, removed VASI system, restoration and accepted by the RPR.
BASIS OF PAYMENT
125-5.1 New fixtures on new base cans will be paid at the Contract unit price per each item installed and accepted by the RPR. This price shall include full compensation to furnish all materials, labor, equipment, excavation, preparation, assembly, associated light base, concrete, cover, hardware, fixture, light source, isolation transformer, wiring grounding, testing, incidentals and associated items as are applicable for a complete and operational installation.
125-5.2 New LED L-858(L) Airfield Guidance Sign with new pad will be paid at the Contract unit price per each item installed and accepted by the RPR. This price shall include full compensation to furnish all materials, labor, equipment, excavation, preparation, assembly, associated light base, concrete, cover, hardware, fixture, light engine, isolation transformer, wiring grounding, testing, incidentals and associated items as are applicable for a complete and operational installation. 125-5.3 Install FAA provided LED PAPI on new foundations will be paid at the Contract unit price per set, installed and accepted by the RPR. This price shall include full compensation to furnish all materials, labor, equipment, excavation, preparation, assembly, associated PCA rack, concrete, cover, hardware, wiring grounding, lightning arrestors, L-810(L) dual head obstruction light, photocell, disconnects, square ducts, testing, incidentals and associated items as are applicable for a complete and operational installation. 125-5.4 Install FAA provided LED REILs with new foundation will be paid at the Contract unit price per set, installed and accepted by the RPR. This price shall include full compensation to furnish all materials, labor, equipment, excavation, preparation, assembly, associated foundations, concrete, cover, hardware, LED REIL units, PCA rack, wiring grounding, disconnects, current sensing transformer, testing, work in Localizer shelter, incidentals and associated items as are applicable for a complete and operational installation.
125-5.5 Miscellaneous Lighting Equipment will be paid at the Contract unit price per lump sum, furnished and delivered by the Contractor. This price shall include full compensation to furnish all materials, labor, incidentals and associated items as are applicable to complete this item. 125-5.6 Removal of Fixtures, Signs, and foundations will be paid at the Contract unit price per each, removed, restored and accepted by the RPR. This price shall include full compensation to furnish all materials, labor, equipment, preparation, disassembly, removal of associated foundations, concrete, incidentals and associated items as are applicable for a complete removal and restoration of the area, accepted by the Engineer.
125-5.7 Removal of FAA Owned VASI and REIL systems will be paid at the Contract unit price per set, removed, restored and accepted by the RPR. This price shall include full compensation to furnish all materials, labor, equipment, preparation, disassembly, turning over to FAA, removal of associated foundations, concrete, incidentals and associated items as are applicable for a complete removal and restoration of the area, accepted by the Engineer.
Payment will be made under:
Item 125-5.1a LED Medium Intensity Runway Edge Light, L-861(L), per each 262
Errata 150-5370-10H, 4/30/20
Ukiah Municipal Airport Item L-125 Installation of Airport Lighting Systems Ukiah, California Runway 15-33 Pavement Rehabilitation Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
Item 125-5.1b LED Medium Intensity Threshold Edge Light, L-861E(L), per each Item 125-5.1c LED Medium Intensity Taxiway Edge Light, L-861T(L), per each Item 125-5.2a LED Guidance Sign, Size 1, L-858(L), Style 2, per each Item 125-5.2b LED Guidance Sign, Size 1, L-858(L), Style 2 , per each Item 125-5.3 FAA-Furnished LED PAPI, L-880(L), per set
Item 125-5.4 FAA-Furnished LED Runway End Identification Light, L849(L), per set Item 125-5.5 Miscellaneous Lighting Equipment, per lump sum Item 125-5.6a Remove Rwy Fixture, per each
Item 125-5.6b Remove Twy Fixture, per each
Item 125-5.6c Remove Airfield Guidance Sign, per each
Item 125-5.6d Remove Rwy Threshold Edge Light, per each Item 125-5.7a Remove FAA Owned VASI System, per lump sum Item 125-5.7b Remove FAA Owned Rwy 33 REIL System, per lump sum
REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
Advisory Circulars (AC)
AC 150/5340-18 Standards for Airport Sign Systems
AC 150/5340-26 Maintenance of Airport Visual Aid Facilities AC 150/5340-30 Design and Installation Details for Airport Visual Aids AC 150/5345-5 Circuit Selector Switch
AC 150/5345-7 Specification for L-824 Underground Electrical Cable for Airport Lighting Circuits
AC 150/5345-26 Specification for L-823 Plug and Receptacle, Cable Connectors AC 150/5345-28 Precision Approach Path Indicator (PAPI) Systems AC 150/5345-39 Specification for L-853, Runway and Taxiway Retroreflective Markers AC 150/5345-42 Specification for Airport Light Bases, Transformer Housings, Junction Boxes, and Accessories
AC 150/5345-44 Specification for Runway and Taxiway Signs AC 150/5345-46 Specification for Runway and Taxiway Light Fixtures AC 150/5345-47 Specification for Series to Series Isolation Transformers for Airport Lighting Systems
AC 150/5345-51 Specification for Discharge-Type Flashing Light Equipment AC 150/5345-53 Airport Lighting Equipment Certification Program Engineering Brief (EB)
EB No. 67 Light Sources Other than Incandescent and Xenon for Airport and Obstruction Lighting Fixtures
END OF ITEM L-125
263
Errata 150-5370-10H, 4/30/20
Ukiah Municipal Airport Item L-125 Installation of Airport Lighting Systems Ukiah, California Runway 15-33 Pavement Rehabilitation Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
Page Intentionally Blank
264
Ukiah Municipal Airport Project-Specific Construction Details Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
Section 13-04
Additional Related Specifications
265
Ukiah Municipal Airport Notice to Bidders
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
Page Intentionally Blank
266
Ukiah Municipal Airport Item NS-100 Electrical Work
Ukiah, California Runway 15-33 Pavement Rehabilitation Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
ITEM NS-100 ELECTRICAL WORK, GENERAL
DESCRIPTION
100-1.1 The electrical work to be performed under this Contract shall include the furnishing of all supervision, labor, materials, tools, equipment and all incidentals necessary to install new cabling, light fixtures, underground duct, the removal of existing items as shown in plans and restoration to match the existing surface, in accordance with the Federal Aviation Administration Advisory Circular 150/5370-10H, or latest version. All items must be listed as approved in AC 150/5345-53C, or latest version, latest addendum, in effect on the date of advertisement. All other equipment and materials covered by other referenced specifications shall be subject to acceptance through manufacturer's certification of compliance with the applicable FAA specification. The Contractor shall furnish written proof of FAA approval on all equipment covered by FAA specifications. All other equipment and material shall be subject to approval by the Engineer and shall meet the Buy American requirements of the FAA.
All equipment and materials installed on this Contract must be in strict accordance with the plans and specifications. Any deviations from the Contract documents will be rejected during shop drawing review.
The Engineer, at his or her discretion, will determine if said deviations are acceptable and will notify all bidders of the change through issue of addendum.
All work shall be performed in strict accordance with these contract specifications, and drawings and any instructions furnished by the Engineer during execution of the work to aid in interpretation of the drawings or specifications.
The Federal Aviation Administration requires certification that the electrical equipment used in this project meets their requirements. The following testing companies have been accepted by the FAA as Third Party Certifiers under the Airport Lighting Equipment Certification Program:
Intertek Testing Services (Formerly ETL Testing Laboratories, Inc.) (800) 345-3851
100-1.2 Summary of Work. The work to be performed shall include furnishing all labor, supplies, materials, equipment, tools, transportation, and services required to augment, move, install, and complete electrical work as specified herein and as shown on the contract drawings.
This work shall include, but is not limited to, the following:
b. Protect the existing airport vault from any damage to building, equipment, and wiring while adding to or improving the existing equipment in accordance with the plans. c. Remove elevated light fixtures as indicated on plans. e. Furnish and install underground cable in accordance with specifications, at the locations shown on the plans.
f. Furnish and install PVC conduit at the locations indicated and in accordance with specifications, ready for installation of cable.
267
Ukiah Municipal Airport Item NS-100 Electrical Work
Ukiah, California Runway 15-33 Pavement Rehabilitation Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
g. Ground all signs, light bases, equipment, enclosures, regulators, controls, and conduits installed under this contract as shown in the plans and as required by AC 150/5340-30J, or current edition. h. Furnish and install new handholes as indicated on plans. i. Other items required to complete work are foregoing. The omission of express reference to any parts necessary for complete installation, or that are reasonably incidental to installation, shall not be construed as releasing the Contractor from furnishing such parts. j. The Contractor shall keep all ducts, can banks and manholes covered on a daily basis, to prevent any water or other material from infiltrating the system during construction. In addition, all fixture cans, conduits, and can banks shall be thoroughly cleaned as required in the plans and specifications, prior to installing any lights and transformers.
All items of general work required, such as excavation, cutting, patching, etc., included in this Contract shall be performed by experienced and skilled persons to obtain only the best workmanship. All equipment shall be set square and true with construction. The work shall be under constant supervision by the Contractor or by an authorized and competent foreman with a minimum of five years’ experience until its completion.
The Contractor shall at all times keep the construction areas free from accumulations of waste material and rubbish and, prior to completion of work, remove any rubbish from and about the project as well as all tools, cable reels, equipment, and materials not a part of the completed project. Upon completion of the construction, the Contractor shall leave the work and premises in a clean, neat, and workmanlike condition satisfactory to the Engineer. The Contractor shall be responsible for the proper performance in all respects, in whole and in part, of the electrical equipment until acceptance of the entire work by the Engineer.
The electrical construction and installation shall be complete, and the Contractor shall furnish all equipment necessary for the satisfactory installation and operation of electrical apparatus and for the operation of the electrical system as indicated, whether specifically mentioned or not.
The Contractor shall submit a detailed construction schedule for all work to be performed. If the Contractor falls significantly behind the submitted schedule, the Contractor shall, upon the Engineer's request, submit a revised schedule for completion of the work within the contract time and modify his operations to provide such additional materials, equipment, and labor necessary to meet the revised schedule. Should the progression of the work be discontinued for any reason, the Contractor shall notify the Engineer at least 24 hours in advance of resuming operations. A minimum of three (3) working days advance notice shall be given to the Engineer and approval received for any disconnections or shutdowns. 100-1.3 Drawings. The drawings, which constitute an integral part of this Contract, shall serve as the working drawings. They indicate the extent and general layout of the lighting system, arrangement of circuits, cables through ducts, connections to existing circuit cables, and other work. Field verification of scale dimensions is required to determine actual locations, distance, and levels. No extra compensation will be allowed because of differences between work shown on the drawings and measurements in the field.
The Contractor shall check the plans and specifications and, if any portion of the work is found to be 268
Ukiah Municipal Airport Item NS-100 Electrical Work
Ukiah, California Runway 15-33 Pavement Rehabilitation Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
omitted, unclear, or in error, the Contractor shall immediately notify the Engineer. The direction of the Engineer shall be followed and the work completed accordingly.
The design drawings may be utilized in the preparation of the shop or working drawings showing the permanent construction as actually made.
The plans and specifications are complementary and what is called for in either one shall be binding as if called for in both.
Where a disagreement exists between the plans and specifications, the item or arrangements of better quality, greater quantity, or higher cost shall be included in the base bid. 100-1.4 Shop Drawings. Before any equipment is ordered and prior to commencement of installation of the electrical systems, a complete schedule of materials and detailed shop drawings covering all items of equipment proposed for installation shall be submitted for approval by the Engineer. Shop drawings shall include, but not be limited to:
a. Physical dimensions and weights of all equipment
b. Operating ratings and specifications of all equipment and cable.
The submittal shall initially include PDF of catalog cuts, diagrams, drawings, brochures, or other such descriptive data as may be required by the Engineer. No equipment shall be ordered or put into manufacture until these shop drawings or brochures have been approved by the Engineer. The Engineer will be allowed ten (10) working days to review all shop drawings or brochures. The Engineer’s review shall be based on a complete submittal covering all items to be furnished and installed under the contract. In the event any items, materials or equipment contained in the schedule fail to comply with specification requirements, such items will be rejected.
100-1.5 Site Conditions. The existence of any known buried wires, conduits, pipes, ducts or other facilities is shown in a general way only. It will be the duty of the Contractor, with the help of airport and FAA personnel, to visit the site and make exact determination of the existence and location of any facilities prior to commencing any work. It is understood that the Contractor will be responsible for making the exact determination of the location and condition of such facilities. Any costs shall be paid by the Contractor.
All items damaged by the Contractor’s workers or equipment shall be replaced immediately at the Contractor’s expense.
100-1.6 Codes. The Contractor shall comply with all ordinances, laws, regulations, and codes applicable to the work involved. This does not relieve the Contractor from furnishing and installing work shown or specified which may be beyond the requirements of such ordinances, laws, regulations, and codes.
Regular inspections shall be requested by the Contractor as required by any and all regulations. All charges for the inspection called for by regulating agencies of installation or plans and specifications shall be paid by the Contractor.
100-1.7 Maintenance and Operating Instructions. The Contractor shall provide the Owner with complete instructions in the proper care and operation of the equipment installed under this contract. This is 269
Ukiah Municipal Airport Item NS-100 Electrical Work
Ukiah, California Runway 15-33 Pavement Rehabilitation Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
considered part of the final inspection, and final acceptance will not be given until the Owners representative is knowledgeable about the system.
100-1.8 Maintenance and Operating Manual. The Contractor shall collect and assemble details, instructions, schematics of actual equipment and operation, and directions supplied by the manufacturer with all equipment. Final acceptance of the work will be withheld until such data has been completely presented to the Engineer for transmission to the Owner. 100-1.9 As-Built Drawing Notes. The Contractor shall mark up one set of blueline prints to show the asbuilt conditions which differ from the original. The Contractor will furnish a newly printed set of blueline drawings for this purpose. As-builts shall be kept up daily and initialed off by the Contractor and Engineers inspector weekly. There shall be sufficient detail, including station numbers, markers, panel circuit numbers, all splice points in the airfield circuits etc., to allow for easy location and correcting tracings. This work shall be completed and accepted by the Engineer before approval of final payment. 100-1.10 Installation Methods. The method used for the installation of electrical systems and equipment shall conform to the National Electrical Code (NEC), the National Electrical Contractors Association (NECA) published "Standard of Installation" except where specifically specified or shown otherwise, and to any state and local codes.
All electrical materials, construction methods, and installation shall be in accordance with applicable Federal Aviation Administration's advisory circulars, the latest edition, including amendments, of the Electrical Code, and the American National Standards Institute Standard C2, latest edition.
All ferrous metalwork shall be galvanized. If any galvanizing is damaged, the metalwork shall be refinished by cleaning, treating with one coat of wash primer conforming to Federal (military) specification MIL-P152388, and given one shop coat of zinc-rich base paint (zinc dust paint) conforming to Federal Specification TI-P-641F Type II, immediately when the wash primer is dry.
In order to prevent deterioration due to corrosion, all bolts, nuts, studs, washers, pins, terminals, springs, hangers, and similar fastenings and fittings shall be, where practicable, of an approved corrosion-resisting material such as stainless steel, brass, or bronze, or of a material treated in an approved manner to render it adequately resistant to corrosion. Hot-dip galvanizing per ASTM Specification A 153 will be considered such approved treatment for all ferrous hardware. Cap screws, set screws, and tap bolts shall be of stainless steel, brass, or bronze.
100-1.11 Quality Assurance.
a. Workmanship. Workmanship shall be consistent with the best commercial practices for installation of this type.
b. Materials. Materials and equipment shall be specified herein. When materials are used that are not specifically designated herein, they shall be in accordance with the best industry standards and practices for equipment of this type. All components and parts shall be suitable for operation under the environmental conditions specified herein and as shown on the plans. Metal parts shall be either inherently corrosionresistant or shall be suitably protected to resist corrosion or oxidation during extended service life. 270
Ukiah Municipal Airport Item NS-100 Electrical Work
Ukiah, California Runway 15-33 Pavement Rehabilitation Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
c. Parts Rating. All parts shall be of adequate rating for the application and shall not be operated above the parts manufacturer's recommended ratings.
d. Environmental Conditions. The equipment installed outdoors shall be designated for continuous outdoor operation under the following environmental conditions:
(1) Temperature - Any ambient temperature from minus 20°F to plus 120°F. (2) Altitude – 1000’ MSL.
(3) Humidity - Up to 100 percent
(4) Sand and Dust - Exposure to windblown sand and dust particles. (5) Wind - Airfield signs shall be operable in wind velocities up to 200 mph per AC 150/5345-44J or current edition.
(6) Water - Components provided for underground installation, directly buried or installed in underground housing, shall be suitable for continuous operation submerged in water. 100-1.12 Testing. The Contractor shall furnish all equipment and appliances necessary to test the completed systems. The installation of all equipment will be inspected by a representative of the Engineer while being installed. Before the acceptance inspections and tests are to be made, the Contractor shall notify the Engineer by written notice when they are ready.
SAFETY RULES
100-2.1 Quality Assurance. Safety is the responsibility of everyone and must be practiced in every activity that is performed. The Electrical Safety Rules shall include local operational procedures, local, state, and OSHA requirements and shall be observed and complied with in every detail. Any violation there of the safety rules shall be cause for immediate termination of the Contractor's authority to proceed with the work and recourse to his Surety for completion of the Project. Some of the Electrical Safety Rules are as follows:
a. The Contractor shall be responsible for conforming to the safety requirements of Appendix 1 of AC 150/5370-2G, or current edition.
b. Electrical circuits shall be de-energized before work is accomplished thereon. c. Electrical circuits shall be considered de-energized only when one of the following conditions exists:
(1) Switches connecting subject circuit to the energy supply are observed in the OPEN position, with an air break, and safety-tagged (padlocked) in the OPEN position; (2) Electrically operated switches are visibly OPEN, blocked or racked in the OPEN position, and safety tagged OPEN;
(3) Whenever the supply circuit breaker is not visible and clearly identified, the circuit shall be grounded. The ground connection shall be safety-tagged before work thereon, when the ground connection is not within sight of the work area.
271
Ukiah Municipal Airport Item NS-100 Electrical Work
Ukiah, California Runway 15-33 Pavement Rehabilitation Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
(4) Oil switches observed OPEN in a sight window, and tagged OPEN; or oil fuse cutouts with fuse carrier removed and tagged OPEN.
d. Use of Red Safety Tags:
(1) Safety tags shall be filled out and connected to any de-energized switch or equipment opened for protection of personnel working on that circuit.
(2) Safety tags shall be removed only by the employee who placed the tag. (3) Equipment with a safety tag attached shall not be operated, and connections with a safety tag attached shall not be changed.
In addition to the electrical safety rules the electrical contractor shall be familiar and knowledgeable with National Fire Protection Association (NFPA) 70E, Standard for Electrical Safety in the Workplace. Should a conflict between the safety rules and/or this document occur, the stricter (safer) shall apply.
MEASUREMENT AND PAYMENT
100-3.1 No separate measurement or direct payment are applicable to items within this NS-100 specification.
MATERIAL REQUIREMENTS
WW-C-581
Conduit, Metal, Rigid; and Coupling, Elbow; and Nipple, Electrical Conduit: Zinc-Coated.
AC 150/5340-30J Design and Installation Details for Airport Visual Aids AC 150/5340-18F Standards for Airport Signs System
AC 150/5345-42J
Specification for Airport Light Bases, Transformer Houses, Junction Boxes, and Accessories
AC 150/5345-44J Specification for Taxiway and Runway Signs AC 150/5345-46D Specification for Runway and Taxiway Light Fixtures FAA-STD-019E
Lightning and Surge Protection, Grounding, Bonding and Shielding Requirements for Facilities and Electronic Equipment
END OF ITEM NS-100
272
Ukiah Municipal Airport Item NS-101 Locate and Protect Existing Equipment Ukiah, California Runway 15-33 Pavement Rehabilitation Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
ITEM NS-101 LOCATE AND PROTECT EXISTING EQUIPMENT
DESCRIPTION
101-1.1 This Work includes the testing and location of all power and control circuits that are located within the construction area or haul routes, providing prompt repair or replacement of electrical cables or equipment damaged during construction operations, careful handling of any FAA installed cables or equipment encountered during construction and/or removal/reinstallation of existing cables. This also includes protecting existing equipment in the area of construction.
CONSTRUCTION METHODS
101-2.1 Immediately prior to construction, locate and mark all existing circuits and utilities in the area of new construction with paint or flagging throughout the area.
The Contractor is entirely responsible for location and identifying existing underground cables and equipment. Do not, under any circumstances, deliberately plow, trench or work across existing utilities for the sole purpose of locating cables. Cable, utilities and equipment that is cut or damaged, and is not designated for replacement shall be replaced at the Contractors expense in its entirety.
It is the Contractor’s responsibility to maintain all marked or flagged routes. Re-apply paint or re-flag as needed.
101-2.2 Obtain megger test readings of all airport circuits that will be encountered during construction, including those crossed by haul routes or access roads, shall be taken in the presence of the Owner and the Engineer. If the Contractor notes problems in the existing circuits prior to starting Work, these circuits may be repaired by the owner or noted to the mutual satisfaction of the Contractor and the Owner as not being the responsibility of the Contractor. Test circuits repaired by the Owner once again prior to construction. 101-2.3 Upon completion of construction, in the presence of the Owner and the Engineer, megger test all airport circuits encountered during construction. Repair all portions of circuits that have been damaged during construction. Damaged circuits are any circuit with a lower megger reading than prior to construction.
101-2.4 The excavation, cutting, removal, and reinstallation of existing cables as required in the Contract Documents shall be incidental to this Pay Item. The Contractor’s superintendent or on-site representative must remain in communication with the Engineer until such repairs are completed and the lighting system has been checked for operation and accepted by the Owner.
METHOD OF MEASUREMENT
101-3.1 Locate and protect existing Airfield Electrical will be measured for payment as a complete unit per Lump Sum.
273
Ukiah Municipal Airport Item NS-101 Locate and Protect Existing Equipment Ukiah, California Runway 15-33 Pavement Rehabilitation Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
BASIS OF PAYMENT
101-4.1 Payment will be made at the Contract Lump Sum price for Locate and Protect Existing Airfield Electrical and will be full compensation for furnishing al materials for locating, protecting, and testing existing circuits and for all labor, equipment, tools, and incidentals necessary to complete this Pay Item as required.
Standard Pay Items for Work covered by this Specification are as follows:
Item NS-101 Locate and Protect Existing Airfield Electrical - per Lump Sum END OF ITEM NS-101
274
Ukiah Municipal Airport Item NS-110 Directional Boring
Ukiah, California Runway 15-33 Pavement Rehabilitation Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
ITEM NS-110 DIRECTIONAL BORING
DESCRIPTION
110-1.1 Work under this section shall require the contractor to install pipeline by the directional boring method.
110-1.2 Directional boring shall be defined as the ability to steer and electronically monitor the location and depth of the cutting bit.
110-1.3 Boring accuracy shall be within six (6) inches. 110-1.4 Mechanical, pneumatic or water-jetting methods will not be considered or paid for as directional boring.
MATERIALS
110-2.1 Materials are defined as pipe or conduit that becomes the installed product. 110-2.2 Use materials that are appropriate for the stresses generated by the selected equipment and field conditions but shall not be less than 2-inch high density polyethylene pipe with dimension ratio of SDR 9. 110-2.3 Ensure that the appropriate material is used to retain compliance once it is installed.
CONSTRUCTION METHODS
110-3.1 The contractor shall provide work reference for whom similar work has been conducted. A minimum of five-year directional boring experience is required. A contact name and telephone number are required for each reference.
110-3.2 Maintain drilling logs that accurately provide drill bit location (horizontally and vertically) at least six (6) inch along the drill path. In addition, keep logs that record, as a minimum the following, every 15 minutes throughout each drill pass, back ream, or pipe installation:
a. Drilling Fluid Pressure
b. Drilling Fluid Flow Rate
c. Drilling Thrust Pressure
d. Drilling Pullback Pressure
e. Drilling Head Torque
Make all instrumentation, readings, and logs available to the Engineer at all times during operation and provide a copy to the Engineer after installation is complete. 110-3.3 Boring shall be performed by a fluid-cutting process utilizing a liquid clay/Bentonite. 110-3.4 The liquid clay shall maintain boring stability and provide lubrication while the pipe is being installed:
275
Ukiah Municipal Airport Item NS-110 Directional Boring
Ukiah, California Runway 15-33 Pavement Rehabilitation Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
a. Liquid clay must be totally inert and contain no environmental risk. 110-3.5 After an initial bore hole is completed, a reamer shall be installed at the termination pit and the reamer with the pipe shall be pulled back to the starting pit. 110-3.6 The reamer shall be capable of discharging liquid clay to facilitate the installation of the pipe into a stabilized and lubricated boring.
110-3.7 The timing of all boring processes is critical. Install a product into a borehole within the same day that the pre-bore is completed to ensure necessary support exits. 110-3.8 Sump pits are required to contain drilling fluids if vacuum devices are not operated throughout the drilling operation, unless approved by the engineer. Upon completion of the boring and pipe installation, the contractor shall remove all spoils from the boring pits and restore the pits and all areas disturbed by the boring operation to their original condition. All drilling spoils and excess material shall be removed and disposed of off-site in accordance with local, state, and federal regulations and required permitting. Offsite disposal of spoils and excess material is incidental and shall not be paid for separately. 110-3.9 Ensure that entry and exit pits are of sufficient size to contain the expected return of drilling fluids and soil cuttings. Ensure that all drilling fluids are disposed of or recycled in a manner acceptable to the appropriate local, state or federal regulatory agencies. 110-3.10 When drilling in suspected contaminated ground, test the drilling fluid for contamination and appropriately dispose of it at an offsite location in accordance with local, state, and federal regulations.
Remove any excess material upon completion of the bore and dispose of offsite. If in the drilling process it becomes evident that the soil is contaminated, contact the Engineer immediately. Do not continue drilling without the Engineer's approval.
110-3.11 Pipe tie-ins shall not be made for a minimum of twenty-four (24) hours after the pull to allow the pipe to recover from the pulling stress.
110-3.12 The contractor shall be responsible for repairing any damage resulting in heaving, settlement, separation of pavement, escaping drilling fluid (frac-out), or any other damage caused by the drilling operation, at no cost to the airport.
110-3.13 When required by the Engineer, provide detailed plans which show how damage to any runway or taxiway pavement will be remedied. When remediation plans are required, they must be approved by the engineer before any work proceeds.
110-3.14 If an obstruction is encountered during boring which prevents completion of the installation in accordance with the design location and specification, the pipe may be taken out of service and left in place at the discretion of the Engineer. Immediately fill the product left in place with excavatable flowable fill.
Submit a new installation procedure and revised plans to the engineer for approval before resuming work at another location. If damage is observed to an existing airport facility, cease all work until resolution to minimize further damage and a plan of action for restoration is obtained and approved by the Engineer. 276
Ukiah Municipal Airport Item NS-110 Directional Boring
Ukiah, California Runway 15-33 Pavement Rehabilitation Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
METHOD OF MEASUREMENT AND BASIS OF PAYMENT
110-4.1 Measurement for directional boring of a pipeline shall be made along the center of the pipeline after the boring is completed and the pipe is cut to its finished length. No allowances will be made for additional pipe needed to perform the boring operation. No additional allowances will be made for additional bores required to perform this work.
110-4.2 The basis of payment shall be by the linear foot and shall include:
a. Labor, material and equipment
b. Boring pits
c. Drilling fluid/pulling lubricant
d. Removal and disposal of drilling spoils, offsite
e. Backfilling and compacting boring pits
f. Restoring and landscaping all areas disturbed by the boring operation 110-4.3 Payment shall be made under:
Item No. NS-110.1 Directional Bore 2W-2” HDPE - per linear foot Item No. NS-110.2 Directional Bore 2W-4” HDPE - per linear foot END OF ITEM NS-110
277
Ukiah Municipal Airport Item NS-110 Directional Boring
Ukiah, California Runway 15-33 Pavement Rehabilitation Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
Page Intentionally Blank
278
Ukiah Municipal Airport Project-Specific Construction Details Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
Section 13-05
Supplemental Documents
279
Ukiah Municipal Airport Notice to Bidders
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
Page Intentionally Blank
280
Ukiah Municipal Airport Project-Specific Construction Details Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
Geotechnical Report
281
Ukiah Municipal Airport Notice to Bidders
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
Page Intentionally Blank
282
21 W. 4th Street, Eureka, Ca l ifornia 9550 1 707 443-50 54 Fax 707 443- 0553 311 S. Ma in Street, Ukiah , Ca l ifornia 9 5482 7 07 4 62-022 2 F ax 707 462-0 223 3450 Regiona l Parkw ay, Su ite B2, Santa Rosa, Cal ifornia 954 03 707 525- 1222 Toll Free 800 5 15- 5054 www . lacoassoc iates. com
TECHNICAL MEMORANDUM
Geotechnical Exploration
Runway Rehabilitation Project
Ukiah Airport
Ukiah, California
Date: October 19, 2017
Project No.: 7403.05
Prepared For: Mead & Hunt
1360 19th Hole Drive, Suite 200
Windsor, California
Prepared By: Robert Voeks, E.I.T., G.I.T.
Staff Geologist
Reviewed By: J. Erich Rauber, P.E., G.E.
Senior Geotechnical Engineer
Attachments: Figures: Figure 1 – Site Vicinity Map
Figure 2 – Site Plan
Appendix 1: Boring Logs
Appendix 2: Laboratory Test Results
1 . 0 I N T R O D U C T I O N
This memorandum presents the results of a geotechnical exploration performed by LACO Associates (LACO) for the planned rehabilitation and taxiway realignment of Runway 15-33 at the Ukiah Airport in Ukiah, California (the Runway). A Site Vicinity Map and Site Map are presented in Figures 1 and 2 respectively.
The rehabilitation and taxiway realignment effort will consist of reducing the width of 4,415 foot long runway from 150 feet to 75 feet, demolishing taxiways B and D, constructing new taxiways A2 and A4.
Rehabilitation is anticipated to consist of cold-in-place recycling with a 2-inch asphalt top lift. The import of additional aggregate base (AB) material to supplement the recycled material may be required depending on the existing structural section.
283
TECHNICAL MEMORANDUM
Geotechnical Exploration
Runway Rehabilitation Project
Project No. 7403.05; October 19, 2017
LACO’s scope of services was limited to performing a subsurface investigation, laboratory testing, engineering evaluations, and preparing a report that summarized the results of our services. 2 . 0 F I E L D E X P L O R AT I O N
On May 1, 2017, LACO explored subsurface conditions along the Runway by drilling ten test borings (B1- B10), 4.5 to 6 feet deep, at the approximate locations shown in Figure 2. Test borings were drilled by Pearson Drilling of Forestville, California, using a drill rig equipped with an 8-inch diameter solid flight auger.
A LACO geologist logged the soils in general accordance with the American Society for Testing and Materials (ASTM) Test Procedure D2488, and obtained both disturbed and relatively undisturbed soil samples for laboratory testing. Boring logs are presented in Appendix 1. Composite samples were collected from the following: B2 at 1.5 to 6 feet, B6 at 1.5 to 6 feet, B8 from 1 to 5 feet, and B10 from 1 to 5 feet.
Soil samples were transported to LACO’s materials testing laboratory in Santa Rosa, California, where they were observed to confirm field classifications and to select samples for laboratory testing. The following laboratory tests were performed on selected soil samples; test results are presented in Appendix 2. Moisture Content and Unit Weight (ATSM D2216 and 2937); Particle Size Analysis (ASTM D422);
Atterberg Limits (ASTM D4318);
Maximum Density of Soil using Standard Effort (ASTM D-698); and California Bearing Ratio (ASTM D1883).
California Bearing Ratio (CBR) tests were performed on the four composite samples to provide the necessary bearing ratio for pavement design. CBR tests performed on composite samples from borings B2 and B6 were compacted in the CBR mold to match the in-place densities derived from unit weight test results. This was performed to assess the bearing ratio of the in-situ soils for consideration of not reworking the subgrade soils. CBR tests performed on composite samples from B8 and B10 were compacted to approximately 95% relative compaction from the maximum dry density using standard effort (ASTM D698) test results.
3 . 0 R E S U L T S
3.1.1 Surface Conditions
Runway 15-33 is 4,415 feet long, 150 feet wide, asphalt concrete (AC) paved, and oriented in the northwest direction. The ground surface slopes gently in a southeast direction with elevations ranging from 615 to 593 feet above mean sea level.
3.1.2 Subsurface Conditions
Site Geology
The site is located on the west side of the Russian River Valley, in the Mendocino Mountain Range which forms part of the Coast Ranges Geomorphic Province of Northern California (CGS, 2006). According to 284
TECHNICAL MEMORANDUM
Geotechnical Exploration
Runway Rehabilitation Project
Project No. 7403.05; October 19, 2017
published geologic maps (Jennings, 1960) the site is underlain by recent alluvial deposits associated with the Russian River floodplain. These deposits are described as unconsolidated lenticular deposits of clay, sand, and gravel, of moderate to high permeability. The area west of the site is mapped as underlain by Quaternary (approximately 11,700 to 2.6 million years old) non-marine terrace deposits. These deposits are described as unconsolidated silty sand and gravel, silt, and clay, of moderate to low permeability.
Pavement Section
The results of our exploration indicate that the Runway surface consists of AC paving that is underlain by AB. Pavement section component thicknesses at our boring locations are summarized in Table 1 and presented in the borings logs (Appendix 2).
Table 1. Thickness of Pavement Section Components and Fill at Test Boring Locations Boring Number Asphalt Concrete Thickness
(inches)
Aggregate Base Thickness
(inches)
B1 7 9.5
B2 6 11
B3 7 8.5
B4 7 8.5
B5 8 7
B6 8 8.5
B7 4 20
B9 5 16
Soil Conditions
Beneath the runway pavement section in borings B1 through B4, we encountered yellowish brown, loose to medium dense clayey sand with gravel (SC) up to 4.5 feet thick. Below pavement section in B5 we encountered 2.5 feet of olive, medium stiff, sandy lean clay (CL) overlying 2 feet of yellowish brown, dense, silty sand with gravel (SM). Beneath pavement section in B6 we encountered 1.5 feet of olive, medium stiff, sandy lean clay (CL), underlain by approximately 2 feet of yellowish brown, very stiff, sandy lean clay with grave. (CL). Beneath the pavement in B7, we encountered approximately 3 feet of yellowish brown, stiff, sandy lean clay (CL). In B8, we encountered 5 feet of yellowish brown, medium dense, silty sand. Beneath the pavement in B9, we encountered approximately 3 feet of yellowish brown, very dense clayey sand with gravel. Lastly, in B9 we encountered 2 feet of yellowish brown, medium dense, silty sand (SM), overlying 3 feet of yellowish brown, medium dense, silty sand with gravel (SM).
Groundwater Conditions
Free groundwater was not encountered in our borings during our field exploration. 285
TECHNICAL MEMORANDUM
Geotechnical Exploration
Runway Rehabilitation Project
Project No. 7403.05; October 19, 2017
4 . 0 C O N C L U S I O N S
Our exploration indicates the project is feasible from a geotechnical engineering standpoint. On the basis of the above observations and our experience, we conclude that the rehabilitation of the Runway can proceed as planned.
5 . 0 R E C O M M E N D AT I O N S
5.1 Runway Rehabilitation
As described above, the existing pavement section will be pulverized in place. This effort will result in a blend of pulverized AC and the underlying AB material. We recommend that the resulting blend be moisture conditioned, either wetted or dried back, to near the optimum moisture content and compacted to at least 95 percent relative compaction or per Federal Aviation Administration (FAA) requirements (FAA, 2009). The resulting subgrade surface should be kept wet until covered with hot mix asphalt.
Pavement should be designed using a CBR value of 14 for recycled soils compacted to 95% relative compaction of the maximum dry density using standard effort (ASTM D698). If soils are not reworked and compacted, we recommend designing the pavement using a CBR value of 1.
5.2 Subgrade Preparation
New pavement and/or shoulder areas should be cleared and stripped to remove vegetation and surface soil containing organic matter. This material is unsuitable for use in compacted fill by may be stockpiled for later use in landscape areas. We estimate the required depth of stripping in areas with topsoil will generally be about 3 inches.
The exposed subgrade soils should be scarified to a minimum depth of 6 inches, moisture conditioned to wet of the optimum moisture content and compacted at least 95 percent relative compaction of maximum dry density using standard effort (ASTM D698) or per FAA requirements (FAA, 2009).
In areas of heavy deflection or pumping, we recommend over-excavation and replacement of soil with select fill placed and compacted as recommended below. As an alternative, the application of a geotextile fabric (such as Tensar® TX170, or equivalent) may be placed over the affected area in accordance with the manufacturer’s recommendations.
The soil subgrade should be observed by the Geotechnical Engineer (or qualified representative) and density test performed to check that it is smooth and unyielding prior to placement of AB. Site grading work should be performed during the summer months to avoid complications related to potential perched groundwater and saturated soils.
5.3 Fill Placement
If fill material is needed to achieve planned subgrade elevations, it should meet or exceed the requirements for select fill. Select fill should be free of organic material and satisfy the following criteria:
286
TECHNICAL MEMORANDUM
Geotechnical Exploration
Runway Rehabilitation Project
Project No. 7403.05; October 19, 2017
Liquid Limit 40 percent or less
Plasticity Index 15 percent or less
Material passing No. 200 sieve 10 to 60 Percent
Maximum rock size 2 inches
Select fill should be placed in layers not exceeding 8 inches in loose thickness, moisture conditioned to wet of the optimum moisture content and compacted to a least 95 percent relative compaction of maximum dry density using standard effort (ASTM D698) or per FAA requirements (FAA, 2009).
5.4 Aggregate Base Quality and Compaction Standard
Aggregate base (for use in constructing new shoulders or to supplement the AC-AB blend described above) should be free of organic matter, and other deleterious material, and conform to the requirements described in Item P-209 (FAA, 2014). It should be spread in loose lifts of 6 to 8 inches thick, moisture conditioned to near optimum moisture content, and compacted to at least 100 percent relative compaction or per FAA requirements (FAA, 2009). The resulting subgrade should be maintained near its optimum moisture contents until covered by asphalt.
6 . 0 F U T U R E G E O T E C H N I C A L S E R V I C E S During the design phase, we recommend that LACO review the construction drawings and specifications, to check that they conform to the intent of the recommendations presented in this report. During construction, LACO should observe subgrade preparation, observe fill placement and compaction, and perform field and laboratory tests to check that the work is performed in accordance with the project construction drawings and specifications.
7 . 0 L I M I T A T I O N S
This memorandum has been prepared for the exclusive use of Mead & Hunt, its contractors and subconsultants, and appropriate public authorities for specific application to the project development.
LACO has endeavored to comply with the generally accepted geotechnical engineering standard of care common to the local area, and makes no other warranty, express or implied.
The findings, analyses, and recommendations contained in this memorandum are based on data obtained from subsurface exploration and/or laboratory tests. The exploration methods used indicate subsurface conditions only at specific locations, only at the time they were observed, and only to the depths penetrated. Exploration locations cannot always be relied upon to accurately reflect stratigraphic variations, nor do they necessarily represent conditions at any other time or location.
The recommendations included in this memorandum are based in part on assumptions about subsurface conditions that may only be confirmed during earthwork. Accordingly, the validity of these recommendations is contingent upon LACO being retained to provide additional professional services during project design and construction. LACO cannot assume responsibility or liability for the adequacy of the Report recommendations when they are applied in the field unless LACO is retained to observe 287
TECHNICAL MEMORANDUM
Geotechnical Exploration
Runway Rehabilitation Project
Project No. 7403.05; October 19, 2017
construction. Please contact us to further discuss the extent of such observations required to check the validity of our recommendations.
This memorandum’s findings, conclusions, or recommendations should not be used if the nature, design, or location of the proposed project development is changed. If changes are contemplated, LACO should be consulted to review their impact on the applicability of the findings, conclusions, or recommendations contained in this memorandum. Also, LACO will not be responsible for any claims, damages, or liability associated with any other party’s interpretation of the subsurface data or reuse of this memorandum for other projects or at other locations without the express written authorization of LACO. 8 . 0 R E F E R E N C E S
California Division of Mines and Geology (CDMG) Map Sheet9, scale 1:62,500, 1968, Geology of the Kelseyville quadrangle, Sonoma, Lake, and Mendocino Counties, California.
California Geological Survey (CGS), 2006, Simplified Geologic Map of California.
Jennings, C.W., and Strand, R.G., compilers, (1960), Geologic map of California, Ukiah Sheet: California Division of Mines & Geology, Olaf P. Jenkins edition, scale 1:250,000.
United States Department of Transportation, Federal Aviation Administration (FAA), 2009, Airport Pavement Design and Evaluation, Advisory Circular No. 150/5320-6E, Sept 30.
United States Department of Transportation, Federal Aviation Administration (FAA), 2014, Standards for Specifying Construction of Airports, CAN, 150/5370-10G, July 21. 288
TECHNICAL MEMORANDUM
Geotechnical Exploration
Runway Rehabilitation Project
Project No. 7403.05; October 19, 2017
F I G U R E S
Figure 1 Site Vicinity Map
Figure 2 Site Map
289
290
291
TECHNICAL MEMORANDUM
Geotechnical Exploration
Runway Rehabilitation Project
Project No. 7403.05; October 19, 2017
A P P E N D I X 1
Boring Logs
292
MC
MC
613.4
612.6
609.5
0 100
4-3-3
(6)
3-5-4
(9)
SC
0.6 1.4
4.5 7 in. AC-Asphalt Concrete
9.5 in. AB-Aggregate Base
(SC) Light Brown Clayey Sand with Gravel
moist, loose
fine to medium sand
Bottom of borehole at 4.5 feet.
NOTES Surface: asphalt
GROUND ELEVATION 614 ft
LOGGED BY BAV
DRILLING METHOD Solid Flight Auger
DRILLING CONTRACTOR Pearson Drilling Co. GROUND WATER LEVELS:
CHECKED BY JER
DATE STARTED 5/1/17 COMPLETED 5/1/17
AT TIME OF DRILLING --- No Free Water Encountered
AT END OF DRILLING --- AFTER DRILLING ---
HOLE SIZE 4 inches SAMPLE TYPE NUMBER DEPTH (ft)
0 PAGE 1 OF 1
BORING NUMBER B1
CLIENT Mead & Hunt
PROJECT NUMBER 7403.05
PROJECT NAME Ukiah Runway Rehabilitation
PROJECT LOCATION 1475 S State St, Ukiah, CA GENERAL BH / TP / WELL - GINT STD US LAB.GDT - 5/19/17 09:47 - P:\GINT FILES\PROJECTS\7403.05 UKIAH RUNWAY.GPJ RECOVERY % BLOW COUNTS (N VALUE) U.S.C.S. GRAPHIC LOG
MATERIAL DESCRIPTION
(in. = inches)
293
MC
608.5
607.6
603.0
89 3-7-11
(18)
SC
0.5 1.4
6.0 6 in. AC-Asphalt Concrete
11 in. AB-Aggregate Base
(SC) Light Yellow Brown Clayey Sand with Gravel
moist, medium dense
fine to coarse sand, fine subrounded gravel
Bottom of borehole at 6.0 feet.
NOTES Surface: asphalt
GROUND ELEVATION 609 ft
LOGGED BY BAV
DRILLING METHOD Solid Flight Auger
DRILLING CONTRACTOR Pearson Drilling Co. GROUND WATER LEVELS:
CHECKED BY JER
DATE STARTED 5/1/17 COMPLETED 5/1/17
AT TIME OF DRILLING --- No Free Water Encountered
AT END OF DRILLING --- AFTER DRILLING ---
HOLE SIZE 4 inches SAMPLE TYPE NUMBER DEPTH (ft)
0 5
PAGE 1 OF 1
BORING NUMBER B2
CLIENT Mead & Hunt
PROJECT NUMBER 7403.05
PROJECT NAME Ukiah Runway Rehabilitation
PROJECT LOCATION 1475 S State St, Ukiah, CA GENERAL BH / TP / WELL - GINT STD US LAB.GDT - 5/19/17 09:48 - P:\GINT FILES\PROJECTS\7403.05 UKIAH RUNWAY.GPJ RECOVERY % BLOW COUNTS (N VALUE) U.S.C.S. GRAPHIC LOG
MATERIAL DESCRIPTION
(in. = inches)
294
MC
604.4
603.7
600.0
89 3-3-3
(6)
SC
0.6 1.3
5.0 7 in. AC-Asphalt Concrete
8.5 in. AB-Aggregate Base
(SC) Light Brown Clayey Sand with Gravel
moist, loose
fine to medium sand
Bottom of borehole at 5.0 feet.
NOTES Surface: asphalt
GROUND ELEVATION 605 ft
LOGGED BY BAV
DRILLING METHOD Solid Flight Auger
DRILLING CONTRACTOR Pearson Drilling Co. GROUND WATER LEVELS:
CHECKED BY JER
DATE STARTED 5/1/17 COMPLETED 5/1/17
AT TIME OF DRILLING --- No Free Water Encountered
AT END OF DRILLING --- AFTER DRILLING ---
HOLE SIZE 4 inches SAMPLE TYPE NUMBER DEPTH (ft)
0 5
PAGE 1 OF 1
BORING NUMBER B3
CLIENT Mead & Hunt
PROJECT NUMBER 7403.05
PROJECT NAME Ukiah Runway Rehabilitation
PROJECT LOCATION 1475 S State St, Ukiah, CA GENERAL BH / TP / WELL - GINT STD US LAB.GDT - 5/19/17 09:48 - P:\GINT FILES\PROJECTS\7403.05 UKIAH RUNWAY.GPJ RECOVERY % BLOW COUNTS (N VALUE) U.S.C.S. GRAPHIC LOG
MATERIAL DESCRIPTION
(in. = inches)
295
MC
601.4
600.6
597.0
89 4-4-4
(8)
SC
0.6 1.4
5.0 7 in. AC-Asphalt Concrete
8.5 in. AB-Aggregate Base
(SC) Light Brown Clayey Sand with Gravel
moist, loose
fine to medium sand
Bottom of borehole at 5.0 feet.
NOTES Surface: asphalt
GROUND ELEVATION 602 ft
LOGGED BY BAV
DRILLING METHOD Solid Flight Auger
DRILLING CONTRACTOR Pearson Drilling Co. GROUND WATER LEVELS:
CHECKED BY JER
DATE STARTED 5/1/17 COMPLETED 5/1/17
AT TIME OF DRILLING --- No Free Water Encountered
AT END OF DRILLING --- AFTER DRILLING ---
HOLE SIZE 4 inches SAMPLE TYPE NUMBER DEPTH (ft)
0 5
PAGE 1 OF 1
BORING NUMBER B4
CLIENT Mead & Hunt
PROJECT NUMBER 7403.05
PROJECT NAME Ukiah Runway Rehabilitation
PROJECT LOCATION 1475 S State St, Ukiah, CA GENERAL BH / TP / WELL - GINT STD US LAB.GDT - 5/19/17 09:48 - P:\GINT FILES\PROJECTS\7403.05 UKIAH RUNWAY.GPJ RECOVERY % BLOW COUNTS (N VALUE) U.S.C.S. GRAPHIC LOG
MATERIAL DESCRIPTION
(in. = inches)
296
MC
599.3
598.8
597.3
595.0
89 3-7-11
(18)
CL
SM
0.7 1.3
2.8 5.0
8 in. AC-Asphalt Concrete
7 in. AB-Aggregate Base
(CL) Olive Sandy Lean Clay
moist, medium stiff
fine sand
(SM) Yellow Brown Silty Sand with Gravel (Old Alluvium) moist, dense
fine to coarse sand, fine subrounded gravel
Bottom of borehole at 5.0 feet.
NOTES Surface: asphalt
GROUND ELEVATION 600 ft
LOGGED BY BAV
DRILLING METHOD Solid Flight Auger
DRILLING CONTRACTOR Pearson Drilling Co. GROUND WATER LEVELS:
CHECKED BY JER
DATE STARTED 5/1/17 COMPLETED 5/1/17
AT TIME OF DRILLING --- No Free Water Encountered
AT END OF DRILLING --- AFTER DRILLING ---
HOLE SIZE 4 inches SAMPLE TYPE NUMBER DEPTH (ft)
0 5
PAGE 1 OF 1
BORING NUMBER B5
CLIENT Mead & Hunt
PROJECT NUMBER 7403.05
PROJECT NAME Ukiah Runway Rehabilitation
PROJECT LOCATION 1475 S State St, Ukiah, CA GENERAL BH / TP / WELL - GINT STD US LAB.GDT - 5/19/17 09:48 - P:\GINT FILES\PROJECTS\7403.05 UKIAH RUNWAY.GPJ RECOVERY % BLOW COUNTS (N VALUE) U.S.C.S. GRAPHIC LOG
MATERIAL DESCRIPTION
(in. = inches)
297
MC
MC
600.3
599.6
597.3
595.0
89 89
3-4-8
(12)
8-17-24
(41)
CL
CL
0.7 1.4
3.8 6.0
8 in. AC-Asphalt Concrete
8.5 in. AB-Aggregate Base
(CL) Olive Sandy Lean Clay
moist, medium stiff
fine sand
(CL) Yellow Brown Sandy Lean Clay with Gravel (Old Alluvium) moist, very stiff
fine to coarse sand, fine subrounded gravel
Bottom of borehole at 6.0 feet.
NOTES Surface: asphalt
GROUND ELEVATION 601 ft
LOGGED BY BAV
DRILLING METHOD Solid Flight Auger
DRILLING CONTRACTOR Pearson Drilling Co. GROUND WATER LEVELS:
CHECKED BY JER
DATE STARTED 5/1/17 COMPLETED 5/1/17
AT TIME OF DRILLING --- No Free Water Encountered
AT END OF DRILLING --- AFTER DRILLING ---
HOLE SIZE 4 inches SAMPLE TYPE NUMBER DEPTH (ft)
0 5
PAGE 1 OF 1
BORING NUMBER B6
CLIENT Mead & Hunt
PROJECT NUMBER 7403.05
PROJECT NAME Ukiah Runway Rehabilitation
PROJECT LOCATION 1475 S State St, Ukiah, CA GENERAL BH / TP / WELL - GINT STD US LAB.GDT - 5/19/17 09:48 - P:\GINT FILES\PROJECTS\7403.05 UKIAH RUNWAY.GPJ RECOVERY % BLOW COUNTS (N VALUE) U.S.C.S. GRAPHIC LOG
MATERIAL DESCRIPTION
(in. = inches)
298
MC
605.7
603.7
601.0
89 6-7-12
(19)
CL
0.3 2.0
5.0 4 in. AC-Asphalt Concrete
20 in. AB-Aggregate Base
(CL) Yellow Brown Sandy Lean Clay (Old Alluvium)
moist, stiff
fine to medium sand, fine subrounded gravel
Bottom of borehole at 5.0 feet.
NOTES Surface: asphalt
GROUND ELEVATION 606 ft
LOGGED BY BAV
DRILLING METHOD Solid Flight Auger
DRILLING CONTRACTOR Pearson Drilling Co. GROUND WATER LEVELS:
CHECKED BY JER
DATE STARTED 5/1/17 COMPLETED 5/1/17
AT TIME OF DRILLING --- No Free Water Encountered
AT END OF DRILLING --- AFTER DRILLING ---
HOLE SIZE 4 inches SAMPLE TYPE NUMBER DEPTH (ft)
0 5
PAGE 1 OF 1
BORING NUMBER B7
CLIENT Mead & Hunt
PROJECT NUMBER 7403.05
PROJECT NAME Ukiah Runway Rehabilitation
PROJECT LOCATION 1475 S State St, Ukiah, CA GENERAL BH / TP / WELL - GINT STD US LAB.GDT - 5/19/17 09:48 - P:\GINT FILES\PROJECTS\7403.05 UKIAH RUNWAY.GPJ RECOVERY % BLOW COUNTS (N VALUE) U.S.C.S. GRAPHIC LOG
MATERIAL DESCRIPTION
(in. = inches)
299
MC
599.0
89 2-4-5
(9) SM
5.0 (SM) Yellow Brown Silty Sand
moist, medium dense
fine to medium sand
Bottom of borehole at 5.0 feet.
NOTES Surface: grass
GROUND ELEVATION 604 ft
LOGGED BY BAV
DRILLING METHOD Solid Flight Auger
DRILLING CONTRACTOR Pearson Drilling Co. GROUND WATER LEVELS:
CHECKED BY JER
DATE STARTED 5/1/17 COMPLETED 5/1/17
AT TIME OF DRILLING --- No Free Water Encountered
AT END OF DRILLING --- AFTER DRILLING ---
HOLE SIZE 4 inches SAMPLE TYPE NUMBER DEPTH (ft)
0 5
PAGE 1 OF 1
BORING NUMBER B8
CLIENT Mead & Hunt
PROJECT NUMBER 7403.05
PROJECT NAME Ukiah Runway Rehabilitation
PROJECT LOCATION 1475 S State St, Ukiah, CA GENERAL BH / TP / WELL - GINT STD US LAB.GDT - 5/19/17 09:48 - P:\GINT FILES\PROJECTS\7403.05 UKIAH RUNWAY.GPJ RECOVERY % BLOW COUNTS (N VALUE) U.S.C.S. GRAPHIC LOG
MATERIAL DESCRIPTION
300
MC
610.6
609.3
606.0
89 8-15-24
(39)
SC
0.4 1.8
5.0 5 in. AC-Asphalt Concrete
16 in. AB-Aggregate Base
(SC) Yellow Brown Clayey Sand with Gravel (Old Alluvium) moist, very dense
fine to medium sand, fine subrounded gravel
Bottom of borehole at 5.0 feet.
NOTES Surface: asphalt
GROUND ELEVATION 611 ft
LOGGED BY BAV
DRILLING METHOD Solid Flight Auger
DRILLING CONTRACTOR Pearson Drilling Co. GROUND WATER LEVELS:
CHECKED BY JER
DATE STARTED 5/1/17 COMPLETED 5/1/17
AT TIME OF DRILLING --- No Free Water Encountered
AT END OF DRILLING --- AFTER DRILLING ---
HOLE SIZE 4 inches SAMPLE TYPE NUMBER DEPTH (ft)
0 5
PAGE 1 OF 1
BORING NUMBER B9
CLIENT Mead & Hunt
PROJECT NUMBER 7403.05
PROJECT NAME Ukiah Runway Rehabilitation
PROJECT LOCATION 1475 S State St, Ukiah, CA GENERAL BH / TP / WELL - GINT STD US LAB.GDT - 5/19/17 09:48 - P:\GINT FILES\PROJECTS\7403.05 UKIAH RUNWAY.GPJ RECOVERY % BLOW COUNTS (N VALUE) U.S.C.S. GRAPHIC LOG
MATERIAL DESCRIPTION
(in. = inches)
301
MC
613.0
610.0
89 6-6-7
(13)
SC
SC
2.0 5.0
(SC) Yellow Brown Silty Sand
moist, medium dense
fine to coarse sand
(SC) Yellow Brown Silty Sand with Gravel
moist, medium dense
fine to coarse sand, fine subrounded gravel
Bottom of borehole at 5.0 feet.
NOTES Surface: grass
GROUND ELEVATION 615 ft
LOGGED BY BAV
DRILLING METHOD Solid Flight Auger
DRILLING CONTRACTOR Pearson Drilling Co. GROUND WATER LEVELS:
CHECKED BY JER
DATE STARTED 5/1/17 COMPLETED 5/1/17
AT TIME OF DRILLING --- No Free Water Encountered
AT END OF DRILLING --- AFTER DRILLING ---
HOLE SIZE 4 inches SAMPLE TYPE NUMBER DEPTH (ft)
0 5
PAGE 1 OF 1
BORING NUMBER B10
CLIENT Mead & Hunt
PROJECT NUMBER 7403.05
PROJECT NAME Ukiah Runway Rehabilitation
PROJECT LOCATION 1475 S State St, Ukiah, CA GENERAL BH / TP / WELL - GINT STD US LAB.GDT - 5/19/17 09:48 - P:\GINT FILES\PROJECTS\7403.05 UKIAH RUNWAY.GPJ RECOVERY % BLOW COUNTS (N VALUE) U.S.C.S. GRAPHIC LOG
MATERIAL DESCRIPTION
302
TECHNICAL MEMORANDUM
Geotechnical Exploration
Runway Rehabilitation Project
Project No. 7403.05; October 19, 2017
A P P E N D I X 2
Laboratory Test Results
303
Sample Number B1 B2 B3 B4 B5 B6 B6 B7 B8
Depth, ft. 3.5 2.0 2.5 2.5 2.0 2.0 4.0 2.5 2.0
Wet Soil 847.5 922.4 674.3 799.3 856.5 853.9 921.2 787.0 465.4 Wet Soil + Tare(moisture) 1001.1 1078.3 828.4 872.4 928.6 926.4 993.3 860.3 543.0 Dry Soil + Tare 886.8 927.9 730.8 764.2 802.5 772.4 870.8 754.1 483.0 Tare Weight 153.3 156.1 154.1 72.9 72.5 72.1 72.0 73.6 77.7 Moisture Content, % 15.6 19.5 16.9 15.7 17.3 22.0 15.3 15.6 14.8 Sample Diameter, in. 2.41 2.42 2.40 2.38 2.37 2.43 2.40 2.42 2.38 Cross-Sectional Area, in.2 4.56 4.60 4.52 4.44 4.41 4.64 4.54 4.59 4.43 Sample Height, in. 5.35 5.83 4.48 5.27 5.59 5.51 5.65 4.94 2.99 Sample Volume, in.3 24.40 26.81 20.26 23.41 24.64 25.54 25.63 22.66 13.24 Unit Weight, Wet, pcf 132.3 131.1 126.8 130.0 132.3 127.4 136.9 132.3 133.9 Unit Weight, Dry, pcf 114.5 109.7 108.4 112.4 112.9 104.5 118.7 114.4 116.6 * *
NOTE: * = Disturbed Sample
PLATE
PROJECT NUMBER 7403.05 DATE 5/8/2017
1 Moisture Content and Unit Weight of Soil
(ASTM D 2216 & D 2937)
Laboratory Test Results
Project:
Project No.:
Project Location:
Runway rehab
7403.05
Ukiah Ca.
Client: Mead & Hunt
304
P:\7400\7403 Mead & Hunt\7403.05 Ukiah Airport\07 Material Testing\Lab Tests\ASTM D422 Particle Size B2 Comp & in-place Page Project No.
1 7403.05
Project Tested By Date
BC 5/22/17
Sample ID Client Checked By Date
BAV 9/13/2017
CLAY
COARSE FINE COARSE MEDIUM FINE
GRAVEL= 6.8% GRAVEL= passing 3" and retained on #4 sieve SAND= 37.5% SAND= passing #4 sieve and retained on #200 sieve SILT= 34.9% SILT= 0.074mm to 0.005mm
CLAY= 20.8% CLAY= smaller than 0.005mm
SAMPLE LOCATION SOIL CLASSIFICATION
Ukiah Airport
COBBLES GRAVEL SAND SILT
B2 Comp
PARTICLE SIZE ANALYSIS
WORKSHEET (ASTM D422)
Runway 15-33 Rehabilitation and
Taxiway Realignment Design
Mead & Hunt, Inc.
0.0 5.0
10.0 15.0
20.0 25.0
30.0 35.0
40.0 45.0
50.0 55.0
60.0 65.0
70.0 75.0
80.0 85.0
90.0 95.0
100.0
100 10 1 0.1 0.01 0.001
PERCENT FINER BY WEIGHT
GRAIN SIZE IN MILLIMETERS
50 5 0.5 0.05 0.005
3 2-1/2
2 1-1/2
1 3/4
1/2
3/8
4 8
10 16
20 3040
50 60
100
200270
305
P:\7400\7403 Mead & Hunt\7403.05 Ukiah Airport\07 Material Testing\Lab Tests\ASTM D422 Particle Size B6 Comp & in-place Page Project No.
1 7403.05
Project Tested By Date
BC 5/22/17
Sample ID Client Checked By Date
BAV 9/13/2017
CLAY
COARSE FINE COARSE MEDIUM FINE
GRAVEL= 11.7% GRAVEL= passing 3" and retained on #4 sieve SAND= 24.4% SAND= passing #4 sieve and retained on #200 sieve SILT= 34.1% SILT= 0.074mm to 0.005mm
CLAY= 29.8% CLAY= smaller than 0.005mm
SAMPLE LOCATION SOIL CLASSIFICATION
Ukiah Airport
COBBLES GRAVEL SAND SILT
B6 Comp
PARTICLE SIZE ANALYSIS
WORKSHEET (ASTM D422)
Runway 15-33 Rehabilitation and
Taxiway Realignment Design
Mead & Hunt, Inc.
0.0 5.0
10.0 15.0
20.0 25.0
30.0 35.0
40.0 45.0
50.0 55.0
60.0 65.0
70.0 75.0
80.0 85.0
90.0 95.0
100.0
100 10 1 0.1 0.01 0.001
PERCENT FINER BY WEIGHT
GRAIN SIZE IN MILLIMETERS
50 5 0.5 0.05 0.005
3 2-1/2
2 1-1/2
1 3/4
1/2
3/8
4 8
10 16
20 3040
50 60
100
200270
306
Page Project No.
1 7403.05
Project Tested By Date
BC 5/22/17
Sample ID Client Checked By Date
BAV 9/13/2017
CLAY
COARSE FINE COARSE MEDIUM FINE
GRAVEL= 8.6% GRAVEL= passing 3" and retained on #4 sieve SAND= 43.9% SAND= passing #4 sieve and retained on #200 sieve SILT= 33.9% SILT= 0.074mm to 0.005mm
CLAY= 13.6% CLAY= smaller than 0.005mm
B8 Comp
PARTICLE SIZE ANALYSIS
WORKSHEET (ASTM D422)
Runway 15-33 Rehabilitation and
Taxiway Realignment Design
Mead & Hunt, Inc.
SAMPLE LOCATION SOIL CLASSIFICATION
Ukiah Airport
COBBLES GRAVEL SAND SILT
0.0 5.0
10.0 15.0
20.0 25.0
30.0 35.0
40.0 45.0
50.0 55.0
60.0 65.0
70.0 75.0
80.0 85.0
90.0 95.0
100.0
100 10 1 0.1 0.01 0.001
PERCENT FINER BY WEIGHT
GRAIN SIZE IN MILLIMETERS
50 5 0.5 0.05 0.005
3 2-1/2
2 1-1/2
1 3/4
1/2
3/8
4 8
10 16
20 3040
50 60
100
200270
P:\7400\7403 Mead & Hunt\7403.05 Ukiah Airport\07 Material Testing\Lab Tests\ASTM D422 Particle Size B8 Comp 307
P:\7400\7403 Mead & Hunt\7403.05 Ukiah Airport\07 Material Testing\Lab Tests\ASTM D4318 Atterberg Limits B2 Comp. in-place
SAMPLE ID
Ukiah Airport, Ukiah, California
*
Groove closure = 13mm
Run 3
PLASTIC LIMIT
15.01 14.04
0.97 13.19
0.84 Run 2
PROJECT
SOIL TYPE
LOCATION
CLIENT
CHECKED BY
Mead & Hunt, Inc
CHECK DATE
ATTERBERG LIMITS
ASTM D-4318
Runway 15-33 Rehabilitation and Taxiway Realignment Design JOB NO. 7403.05 SHEET Sandy Lean Clay
B2 Comp
BAV 9/20/17
TEST BY BC 5/22/17
1 of 1
DATE
Point 1 Point 2 Point 3
14.03 Run 1
26.83 26.34
Dry Soil (gm)
Water (gm)
Tare (gm)
*
Number of Blows
27.71 24.57
3.14 14.19
10.38 30%
34 Tare + Wet Soil (gm)
Tare + Dry Soil (gm)
Water Content (%) 32%
23.33 3.01
14.18 9.15
33%
23.76 3.07
14.17 9.59
24 17
31.6 13.8
17.8 PLASTIC LIMIT =
PLASTICITY INDEX =
LIQUID LIMIT =
7.10 6.09
14%
6.99 14%
7.05 29.0%
30.0%
31.0%
32.0%
33.0%
34.0%
35.0%
1 10 100
Water content %
Number of Blows
Liquid Limit
0 10
20 30
40 50
60 0 10 20 30 40 50 60 70 80 90 100 110
PLASTICITY INDEX
LIQUID LIMIT
ML or OL
CL-ML
CL or OL
CH or OH
MH or OH
308
P:\7400\7403 Mead & Hunt\7403.05 Ukiah Airport\07 Material Testing\Lab Tests\ASTM D4318 Atterberg Limits B6 Comp. in-place
SAMPLE ID
Ukiah Airport, Ukiah, California
*
Groove closure = 13mm LIQUID LIMIT =
7.09 5.24
14%
4.59 14%
7.08 26 16
37.7 14.0
23.7 PLASTIC LIMIT =
PLASTICITY INDEX =
37%
23.32 3.67
14.14 9.18
40%
22.95 3.36
13.98 Dry Soil (gm) 8.97
Water (gm)
Tare (gm)
*
Number of Blows
26.33 23.02
3.31 13.83
9.19 36%
35 Tare + Wet Soil (gm)
Tare + Dry Soil (gm)
Water Content (%)
Point 1 Point 2 Point 3
13.07 Run 1
26.31 26.99
CHECK DATE
ATTERBERG LIMITS
ASTM D-4318
Runway 15-33 Rehabilitation and Taxiway Realignment Design JOB NO. 7403.05 SHEET Sandy Lean Clay (CL)
B6 Comp
SJM 8/4/17
TEST BY BC 5/22/17
1 of 1
DATE
PROJECT
SOIL TYPE
LOCATION
CLIENT
CHECKED BY
Mead & Hunt, Inc
Run 3
PLASTIC LIMIT
12.31 11.67
0.64 12.33
0.74 Run 2
35.0%
36.0%
37.0%
38.0%
39.0%
40.0%
41.0%
42.0%
1 10 100
Water content %
Number of Blows
Liquid Limit
0 10
20 30
40 50
60 0 10 20 30 40 50 60 70 80 90 100 110
PLASTICITY INDEX
LIQUID LIMIT
ML or OL
CL-ML
CL or OL
CH or OH
MH or OH
309
P:\7400\7403 Mead & Hunt\7403.05 Ukiah Airport\07 Material Testing\Lab Tests\ASTM D4318 Atterberg Limits B8 Comp
SAMPLE ID
Ukiah Airport, Ukiah, California
*
Groove closure = 13mm LIQUID LIMIT =
7.06 6.30
15%
7.14 15%
7.12 24 18
21.2 15.3
5.9 PLASTIC LIMIT =
PLASTICITY INDEX =
21%
22.93 2.07
13.69 9.24
22%
23.08 1.95
14.01 Dry Soil (gm) 9.07
Water (gm)
Tare (gm)
*
Number of Blows
24.36 22.60
1.76 13.94
8.66 20%
30 Tare + Wet Soil (gm)
Tare + Dry Soil (gm)
Water Content (%)
Point 1 Point 2 Point 3
14.32 Run 1
25.03 25.00
CHECK DATE
ATTERBERG LIMITS
ASTM D-4318
Runway 15-33 Rehabilitation and Taxiway Realignment Design JOB NO. 7403.05 SHEET Silty Sand (SM)
B8 Comp
BAV 9/19/17
TEST BY BC 5/22/17
1 of 1
DATE
PROJECT
SOIL TYPE
LOCATION
CLIENT
CHECKED BY
Mead & Hunt, Inc
Run 3
PLASTIC LIMIT
15.35 14.26
1.09 13.36
0.96 Run 2
19.0%
20.0%
21.0%
22.0%
23.0%
24.0%
25.0%
1 10 100
Water content %
Number of Blows
Liquid Limit
0 10
20 30
40 50
60 0 10 20 30 40 50 60 70 80 90 100 110
PLASTICITY INDEX
LIQUID LIMIT
ML or OL
CL-ML
CL or OL
CH or OH
MH or OH
310
Project Name: Runway Rehabilitation
Project No.: 7403.05
Sample No.: B8 Comp
Date Sampled.: 5/2/17
Material Description: Silty Sand with Gravel
Location: Ukiah Airport
Report Date: 5/10/2017
MAXIMUM DRY DENSITY(PCF) 121.5
OPTIMUM MOISTURE CONTENT (%) 11.5
Reviewed by: BAV
Note : Test performed in accordance with ASTM D 698 Method C PLATE
7403.05 DATE 5/10/2017 Runway Rehabilitation
LABORATORY COMPACTION TEST DATA
PROJECT NUMBER 1
90.0 100.0
110.0
120.0
130.0
140.0
150.0
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dry Density - Pounds Per Cubic Foot
Moisture - Percent Of Dry Weight
Zero Air Voids Curves
At 100% Saturation
Sp. GR
2.75 2.70
2.65 Rock Corr.
Curve
311
Project Name: Runway Rehabilitation
Project No.: 7403.05
Sample No.: B10 Comp
Date Sampled.: 5/2/2017
Material Description: native
Location: Ukiah Airport
Report Date: 5/11/2017
MAXIMUM DRY DENSITY(PCF) 120.0
OPTIMUM MOISTURE CONTENT (%) 12.0
PLATE
Note : Test performed in accordance with ASTM D 698
COMPACTION TEST DATA
1 Runway Rehabilitation PROJECT NUMBER 7403.05 DATE 11-May-17
90.0 100.0
110.0
120.0
130.0
140.0
150.0
0.0 5.0 10.0 15.0 20.0 25.0 30.0
Zero Air Voids Curves
At 100% Saturation
Sp. GR
2.75 2.70
2.65 2.60
312
Project No. 7403.05 Date Tested
Project name Runway Rehab Material Type Sandy Lean Clay with Gravel Client Mead and Hunt Target Dry Density 109.7 pcf
Sample ID. B2 Comp Sample Dry Density 104.4 pcf
Reviewed by BAV Review Date
Penetration (in) 0.1 0.2
Std.Load (psi) 28.5 38.6
Corr. Load (psi) N/A N/A
CBR % 1.0 0.9
Swell (%) 0.5
7/26/2017
9/11/2017
CALIFORNIA BEARING RATIO TEST REPORT
ASTM D1883
0 10
20 30
40 50
60 70
80 0 0.1 0.2 0.3 0.4 0.5 0.6
Load (psi)
Penetration (in)
313
Project No. 7403.05 Date Tested
Project name Runway Rehab Material Type
Client Mead and Hunt Target Dry Density 104.5 pcf
Sample ID. B6 Comp Sample Dry Density 90.6 pcf
Reviewed by BAV Review Date 9/19/2017
Penetration (in) 0.1 0.2
Std.Load (psi) 6.2 6.2
Corr. Load (psi) N/A N/A
CBR % 0.6 0.4
Swell (%) 1.1
Sandy Lean Clay
8/23/2017
CALIFORNIA BEARING RATIO TEST REPORT
ASTM D1883
0 1
2 3
4 5
6 7
8 9
10 0 0.1 0.2 0.3 0.4 0.5 0.6
Load (psi)
Penetration (in)
314
Project No. 7403.05 Date Tested
Project name Runway Rehab Material Type
Client Mead and Hunt Target Dry Density 115.4 pcf
Sample ID. B8 Comp Sample Dry Density 114.3 pcf
Reviewed by BAV Review Date
Penetration (in) 0.1 0.2
Std.Load (psi) 123.6 160.5
Corr. Load (psi) N/A N/A
CBR % 12 11
Swell (%) 1.0
7/26/2017
Silty Sand
5/23/2017
CALIFORNIA BEARING RATIO TEST REPORT
ASTM D1883
0 50
100
150
200
250
0 0.1 0.2 0.3 0.4 0.5 0.6
Load (psi)
Penetration (in)
315
Project No. 7403.05 Date Tested
Project name Runway Rehab Material Type
Client Mead and Hunt Target Dry Density 114.0 pcf
Sample ID. B10 Comp Sample Dry Density 117.3 pcf
Reviewed by BAV Review Date
Penetration (in) 0.1 0.2
Std.Load (psi) 147.0 210.8
Corr. Load (psi) N/A N/A
CBR % 15 14
Swell (%) 1.0
7/26/2017
Sandy Lean Clay
5/2/2017
CALIFORNIA BEARING RATIO TEST REPORT
ASTM D1883
0 50
100
150
200
250
300
0 0.1 0.2 0.3 0.4 0.5 0.6
Load (psi)
Penetration (in)
316
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
Proposal Forms
317
Ukiah Municipal Airport Notice to Bidders
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
Page Intentionally Blank
318
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
BID SUBMITTAL CHECKLIST
_____ Proposal Form
_____ Bidding Schedule (with amounts written in both figures and words) _____ Acknowledgment of receipt of addendum (at end of bid schedule) Check the City website for any addenda issued: www.cityofukiah.com/purchasing _____ Fair Employment Practices Certification
_____ Worker’s Compensation Certificate
_____ Certification of Nondiscrimination in Employment
_____ List of Subcontractors
_____ Statement of Experience
_____ Signature of Bidder page
_____ Bidder’s Bond
_____ Non-Collusion Declaration
_____ Prohibition of Segregated Facilities
_____ Certification of Bidder Regarding Affirmative Action Program _____ Certification Regarding Foreign Trade Restrictions _____ Certificate of Buy American d for Manufactured Products _____ Non-lobbying Certification
_____ Suspension and Debarment Requirements Certification _____ Public Contract Code Sections 10285.1 Statement 10162 Questionnaire 10232 Statement _____ Drug-free Workplace Certification
_____ Certification of Offerer/Bidder Regarding Tax Delinquency and Felony Convictions
BIDDER IS ALSO REQUIRED TO SUBMIT THE FOLLOWING WRITTEN STATEMENTS OF QUALIFICATIONS AT TIME OF BID:
_____ EVIDENCE OF COMPETENCY
Each bidder shall submit “evidence of competency” to the Owner at the time of bid opening (See FAA General Provisions Section 20-02 of the project Special Provisions for details). _____ EVIDENCE OF FINANCIAL RESPONSIBILITY
Each bidder shall submit “evidence of financial responsibility” to the Owner at the time of bid opening (See FAA General Provisions Section 20-02 of the project Special Provisions for details). 319
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
CITY OF UKIAH
MENDOCINO COUNTY, CALIFORNIA
PROPOSAL
FOR
UKIAH MUNICIPAL AIRPORT
RUNWAY 15-33 PAVEMENT REHABILITATION, PHASE 2
Specification No. 21-06
FAA AIP No. 3-06-0268-020-2022
The undersigned, as bidder, declares that he or she has examined thoroughly all of the contract documents herein contained, that this proposal is made without collusion with any other person, firm or corporation and that all laws and ordinances relating to the interest of public officers in this contract have been complied with in every respect.
AND he or she proposes and agrees, if this proposal is accepted, 1) that he or she will contract with the City of Ukiah, Mendocino County, California, in the form of the copy of the agreement herein contained
a) to provide all necessary machinery, tools, apparatus and other means of construction; b) to furnish all materials;
c) to provide all superintendence, overhead expenses and all labor and expenses of whatever nature necessary to complete the job in conformity with the specifications and drawings and other contract provisions herein or reasonably implied hereby or as necessary to complete the work in the manner and within the time named herein and according to the requirements and to the reasonable satisfaction of the City Engineer; d) to pay all charges of freight transportation and hauling; 2) that he or she indemnifies the City against any loss or damage arising from any act of the undersigned as Contractor; and
3) that he or she will accept as full payment therefor the following sums:
320
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
BIDDING SCHEDULE
The bidder shall set forth a Unit price or Lump Sum Price for each item of Work for “Base Bid” and “Bid Alternates” (if applicable) as listed on the Bid Schedule in clearly legible figures and words, in the respective spaces provided for this purpose. This price shall include all materials, labor, mobilization efforts, and all incidentals required to complete the work for this Project.
If a bidder’s proposal contains a discrepancy between unit bid prices written in words and unit bid prices written in numbers, the unit price written in words shall govern.
In the case of any discrepancy between the unit price and the total set forth for the item, the unit price shall prevail; provided, however, that if the amount set forth as a unit price is ambiguous, unintelligible or uncertain for any reason, or is omitted, or in the case of lump sum items, is not the same amount as the entry in the “Total” column, then the amount set forth in the “Total” column for the item shall prevail in accordance with the following:
1. As to lump sum items, the amount set forth in the “Total” column shall be the unit price;
2. As to unit basis items, the amount set forth in the “Total” column shall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price.
The Total Base Bid shall be the sum of the items in the “Total” column. In case of discrepancy between the sum of the items in the “Total” column and the amount entered as Total Base Bid, the sum of the “Total” column items shall prevail. The bid comparison will be based on the sum of the items in the “total” column for each bidder.
The Unit prices for the various Construction Items below include all costs associated with the General Conditions, Special Provisions, Requirements of the Construction Contract, and represent the total, complete, in-place cost for each specific Construction Item in accordance with the Construction Documents, including all elements, work components, accessories, and connections, shown in applicable details or required to yield a complete, sound and functional component or system appropriate for its intended function, whether or not such is specifically described or listed in any description of measurement or payment. The total amount of the Construction items below shall represent the total and complete cost of the fully functional Project. All work not specifically listed below be required to complete the work of the various construction items and the cost of such shall be considered as included throughout the various unit prices indicated. 321
Ukiah Municipal Airport Notice to Bidders
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
Page Intentionally Blank
322
Ukiah Municipal Airport Proposal Forms – Bid Schedule
Ukiah, California Runway 15-33 Pavement Rehabilitation Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
BID SCHEDULE
UKIAH MUNICIPAL AIRPORT
RUNWAY 15-33 PAVEMENT REHABILITATION PHASE 2
AIP NO. 3-06-0268-020-2022
BID SCHEDULE 1
ITEM
NO. SPEC. REF ITEM DESCRIPTION UNIT QTY
UNIT PRICE TOTAL
Price
(Figures) Figures in Words (dollars & cents)
1 SP1-3.1 Airfield Safety and Traffic Control LS 1 $ $
2 C-105-6.1 Mobilization LS 1 $ $
3 SP1-3.3 SWPPP LS 1 $ $
4 SP1-3.2 Construction Surveys LS 1 $ $
5 SP1-3.3a Place Fiber Sediment Roll LF 1,100 $ $
6 SP1--3.3b Place Inlet Protection EA 15 $ $
7 P-608-8.1 Emulsified Asphalt Seal Coat SY 6,000 $ $
8 P-620-5.1a Marking Removal SF 18,600 $ $
9 P-620-5.1b.1 White Marking with Reflective Media SF 18,100 $ $ 10 P-620-5.1b.2 Yellow Marking with Reflective Media SF 700 $ $ 11 P-620-5.1b.3
Black Marking
SF 11,300 $ $
323
Ukiah Municipal Airport Proposal Forms – Bid Schedule
Ukiah, California Runway 15-33 Pavement Rehabilitation Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
ITEM
NO. SPEC. REF ITEM DESCRIPTION UNIT QTY
UNIT PRICE TOTAL
Price
(Figures) Figures in Words (dollars & cents)
12 L-108-5.1a No. 8 AWG, 5 kV, L-824, Type C Cable,
Installed in Duct Bank or Conduit LF 15,300 $ $
13 L-108-5.2a
No. 6 AWG, Solid, Bare Copper
Counterpoise Wire, Installed in Trench,
Above the Duct Bank or Conduit,
Including Connections/Terminations
LF 12,100 $ $
14 L-110-5.1a Non-Encased Electrical Duct Bank, 1-
Way, 2-Inch LF 1,100 $ $
15 L-110-5.1b Concrete Encased Electrical Duct Bank,
1-Way, 2-Inch LF 11,000 $ $
16 L-115-5.1 H-20 Rated Electrical Handhole, Standard
Lid, Size 2, 24”x36”x30” EA 1 $ $
17 L-115-5.2 Aircraft Rated Electrical Handhole, Spring Loaded Lid, Size 2, 36”x60”x30” EA 1 $ $
18 NS-110.2 Directional Bore 2W-4” HDPE LF 700 $ $
19 NS-101 Locate and Protect Existing Airfield
Electrical LS 1 $ $
20 125-5.1a LED Medium Intensity Runway Edge
Light, L-861(L) EA 42 $ $
21 125-5.1b LED Medium Intensity Threshold Edge
Light, L-861E(L) EA 16 $ $
22 125-5.1c LED Medium Intensity Taxiway Edge
Light, L-861T(L) EA 37 $ $
23 125-5.2a LED Guidance Sign, Size 1, L-858(L),
Style 2 EA 5 $ $
24 125-5.2b LED Guidance Sign, Size 1, L-858(L),
Style 2 EA 1 $ $
25 125-5.5 Miscellaneous Lighting Equipment LS 1 $ $
324
Ukiah Municipal Airport Proposal Forms – Bid Schedule
Ukiah, California Runway 15-33 Pavement Rehabilitation Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
ITEM
NO. SPEC. REF ITEM DESCRIPTION UNIT QTY
UNIT PRICE TOTAL
Price
(Figures) Figures in Words (dollars & cents)
26 125-5.6a Remove Rwy Fixture EA 42 $ $
27 125-5.6b Remove Twy Fixture EA 8 $ $
28 125-5.6c Remove Airfield Guidance Sign EA 7 $ $
29 125-5.6d Remove Rwy Threshold Edge Light EA 16 $ $
30 SP1-3.4 Remove and Salvage Existing Constant
Current Regulator, Complete EA 2 $ $
31 SP1-3.5 Install 10kW Ferroresonant CCR,
Complete EA 2 $ $
TOTAL Bid Schedule 1 in Figures $
Total Base Bid Schedule 1 in Words:
325
Ukiah Municipal Airport Proposal Forms – Bid Schedule
Ukiah, California Runway 15-33 Pavement Rehabilitation Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
BID SCHEDULE 2 – REIL Replacment & PAPI (FAA Funded)
ITEM
NO. SPEC. REF ITEM DESCRIPTION UNIT QTY
UNIT PRICE TOTAL
Price
(Figures) Figures in Words (dollars & cents)
1 SP1-3.3a Place Fiber Sediment Roll LF 4200 $ $
2 L-108-5.1b No.12 AWG, 600V, XHHW-2 or RHW-2,
Installed in Duct Bank or Conduit LF 4,150 $ $
3 L-108-5.1c No. 8 AWG, 600V, XHHW-2 or RHW-2,
Installed in Duct Bank or Conduit LF 4,170 $ $
4 L-108-5.1d
No. 6 AWG, 600V, XHHW-2 or RHW-2,
Insulated Ground, Installed in Duct Bank
or Conduit
LF 9,650 $ $
5 L-108-5.1e 2PR No. 18 AWG, RS485, Installed in
Duct Bank or Conduit LF 1,050 $ $
6 L-108-5.1f 6PR Shielded No. 18 AWG, Installed in
Duct Bank or Conduit LF 3,100 $ $
7 L-108-5.1g
No. 6 AWG, 600V, XHHW-2 or RHW-2,
Insulated, Installed in Duct Bank or
Conduit
LF 6,450 $ $
8 L-108-5.1h
No. 2 AWG, 600V, XHHW-2 or RHW-2,
Insulated, Installed in Duct Bank or
Conduit
LF 950 $ $
9 L-108-5.2b
No. 1/0 AWG, Solid, Bare Copper Guard
Wire, Installed in Trench, Above the Duct
Bank or Conduit, Including
Connections/Terminations
LF 2,445 $ $
10 L-110-5.1b Concrete Encased Electrical Duct Bank,
1-Way, 2-Inch LF 790 $ $
11 L-110-5.1c Concrete Encased Electrical Duct Bank,
2-Way, 2-Inch LF 250 $ $
326
Ukiah Municipal Airport Proposal Forms – Bid Schedule
Ukiah, California Runway 15-33 Pavement Rehabilitation Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
12 L-110-5.1d Concrete Encased Electrical Duct Bank,
4-Way, 2-Inch LF 800 $ $
13 L-110-5.1e Concrete Encased Electrical Duct Bank,
5-Way, 2-Inch LF 400 $ $
14 L-110-5.1f Concrete Encased Electrical Duct Bank,
6-Way, 2-Inch LF 185 $ $
15 L-110-5.1g Concrete Encased Electrical Duct Bank,
7-Way, 2-Inch LF 20 $ $
16 L-115-5.3 H-20 Rated Electrical Handhole, Spring
Loaded Lid, Size 1, 24”x36”x36” EA 15 $ $
17 L-115-5.4 Electrical Junction Structure, L-868B with Steel Lid EA 2 $ $
18 NS-110.1 Directional Bore 2W-2” HDPE LF 160 $ $
19 125-5.3 Install FAA-Furnished LED PAPI, L880(L) SET 1 $ $ 20 125-5.4 Install FAA-Furnished LED Runway End
Identification Light, L849(L) SET 2 $ $
21 125-5.7a Remove FAA Owned VASI System LS 1 $ $
22 125-5.7b Remove FAA Owned Rwy 33 REIL
System LS 1 $ $
23 SP1-3.6 Install new RWY 15 PAPI & REIL
Electric Service LS 1 $ $
TOTAL Bid Schedule 2 in Figures $
Total Base Bid Schedule 2 in Words:
327
Ukiah Municipal Airport Proposal Forms – Bid Schedule
Ukiah, California Runway 15-33 Pavement Rehabilitation Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
Acknowledgment of Addenda
Signature/Title
Addendum No. Initial
Company
Contractor's License Number/Expiration Date
NOTE: Contractor License Number and Expiration Date stated herein are made under penalty of perjury.
328
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
We, the undersigned, acknowledge that the City Council has reserved the right to reject any or all bids and to determine which proposal is, in its opinion, the lowest responsive bid from a responsible bidder and that which it deems in the best interest of the City to accept. We, the undersigned, further agree, if this proposal shall be accepted, to sign the agreement and to furnish the required bonds with satisfactory surety, or sureties, within fifteen (15) calendar days after written notice that the contract is ready for signature; and, if the undersigned shall fail to contract, as aforesaid, it shall be understood that he or she has abandoned the contract and that, therefore, this proposal shall be null and void and the proposal guaranty accompanying this proposal, or the amount of said guaranty, shall be forfeited to and become the property of the City. Otherwise, the proposal guaranty accompanying this proposal shall be returned to the undersigned.
Witness our hands this day of ___________________, 20____.
Licensed in accordance with an act providing for the registration of California Contractors License No. ___________, expiration date _____________.
THE CONTRACTOR'S LICENSE NUMBER AND EXPIRATION DATE STATED HEREIN ARE MADE UNDER PENALTY OF PERJURY.
Department of Industrial Relations Public Works Contractor Registration Number:_____________________ Signature of bidder or bidders, with business name, address, phone number and fax number:
_________________________________________________________________ _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ Notice: In the case of a corporation, give below the addresses of the principal office thereof and names and addresses of the President, Secretary, Treasurer.
_________________________________________________________________ _________________________________________________________________ _________________________________________________________________ 329
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
FAIR EMPLOYMENT PRACTICES CERTIFICATION
TO:_____________________________________________________________ ________________________________________________________________ The undersigned, in submitting a bid for performing the following work by Contract, hereby certifies that he or she has or will meet the standards of affirmative compliance with the Fair Employment Practices requirements of the Special Provisions contained herein.
RUNWAY 15-33 PAVEMENT REHABILITATION, PHASE 2
________________________________________________________________ (Signature of Bidder)
Business Mailing Address:
_________________________________________________
_________________________________________________
_________________________________________________
Business Location:
_________________________________________________
_________________________________________________
(The bidder shall execute the certification of this page prior to submitting his or her proposal.) 330
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
WORKER'S COMPENSATION CERTIFICATE
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for Worker's Compensation or undertake self-insurance in accordance with the provisions of that code and I will comply with such provisions before commencing the performance of the work of this contract.
Witness my hand this________ day of _______________, 202____ Signature of Bidder, with Business Address:
__________________________________________________
__________________________________________________
__________________________________________________
__________________________________________________
331
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
CERTIFICATION OF NONDISCRIMINATION IN EMPLOYMENT
Bidder's Statement On Previous Contracts Subject to EEO Clause (Reference 41 CFR § 60-1.4, Executive Order 11246)
Each bidder, prospective prime contractor, and proposed subcontractor must complete the following form:
The Bidder (Proposer) shall complete the following statement by checking the appropriate boxes.
The Bidder (Proposer) has has not participated in a previous contract subject to the equal opportunity clause prescribed by Executive Order 10925, or Executive Order 11114, or Executive Order 11246.
The Bidder (Proposer) has has not submitted all compliance reports in connection with any such contract due under the applicable filing requirements; and that representations indicating submission of required compliance reports signed by proposed subcontractors will be obtained prior to award of subcontracts.
If the Bidder (Proposer) has participated in a previous contract subject to the equal opportunity clause and has not submitted compliance reports due under applicable filing requirements, the Bidder (Proposer) shall submit a compliance report on Standard Form 100, "Employee Information Report EEO 1", prior to the award of contract.
Date Signature and Title
332
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
LIST OF PROPOSED SUBCONTRACTORS
In compliance with the provisions of Sections 4100-4108 of the California Public Contract Code and any amendments thereof, each bidder shall set forth (a) the name and location of the place of business of each subcontractor who will perform work or labor or render service in or about the construction site or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications in an amount in excess of one-half of 1 percent of the total bid and (b) the California Contractor License Number for each subcontractor, and (c) the portion of the work to be done by each subcontractor.(See General Conditions Section 1-09.) Include with the name of each sub-contractor their Department of Industrial Relations Public Works Contractor Registration Number.
SUBCONTRACTOR
NAME
SUBCONTRACTOR
LICENSE NUMBER
SUBCONTRACTOR
DIR REGISTRATION
NUMBER
SUBCONTRACTOR
BUSINESS
ADDRESS
DESCRIPTION OF
WORK
333
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
STATEMENT OF EXPERIENCE OF BIDDER
The bidder is required to state below what work of similar magnitude or character he or she has done and to give references that will enable the City Council to judge of his or her experience, skill and business standing and his or her ability to conduct work as completely and rapidly as required under the terms of the contract. ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ 334
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
SIGNATURE(S) OF BIDDER
Accompanying this proposal is ___________________________________ (insert the words "cash ($)", "cashier's check" or "bidder's bond", as the case may be) in an amount equal to at least 10 percent of the bid.
The names of all persons interested in the foregoing proposal as principals are as follows:
IMPORTANT NOTICE: If bidder or other interested person is a corporation, provide the legal name of corporation and also the names of the president, secretary, treasurer and manager thereof. If a co-partnership, provide the true name of firm and also the names of all individual co-partners composing the firm. If bidder or other interested person is an individual, provide the first and last names in full. _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ Licensed in accordance with an act providing for the registration of Contractors:
License No. ______________________________, License Expiration Date .
Signature(s) of Bidder: ______________________________________________ ______________________________________________
______________________________________________
NOTE: If bidder is a corporation, the legal name of the corporation shall be set forth above together with the signature of the officer or officers authorized to sign contracts on behalf of the corporation; if bidder is a co-partnership, the true name of the firm shall be set forth above together with the signature of the partner or partners authorized to sign contracts in behalf of the co-partnership; and if bidder is an individual, his or her signature shall be placed above. If a member of a partnership, a Power of Attorney must be on file with the Department prior to opening bids or submitted with the bid; otherwise, the bid will be disregarded as irregular and unauthorized.
Business address: ___________________________________________________ ___________________________________________________
Place of residence: ___________________________________________________ ___________________________________________________
Dated: __________________
335
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
CITY OF UKIAH
Mendocino County, California
BIDDER'S BOND
KNOW ALL MEN BY THESE PRESENTS,
That we, ______________________________________________________________ ________________________________________________________________, as PRINCIPAL and ________________________________________________________________ ________________________________________________________________, as SURETY, are held and firmly bound unto the City of Ukiah in the penal sum of 10 PERCENT OF THE TOTAL AMOUNT OF THE BID of the Principal above named, submitted by said Principal to the City of Ukiah, as the case may be, for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, to the City Clerk to which said bid was submitted, we bind ourselves, our heirs, executors, administrators and successors jointly and severally, firmly by these presents. In no case shall the liability of the surety hereunder exceed the sum of $____________________
THE CONDITION OF THIS OBLIGATION IS SUCH,
That whereas the Principal has submitted the above mentioned bid to the City of Ukiah, as aforesaid, for certain construction specifically described as follows, for which bids are to be opened at the Office of the City Clerk, Ukiah Civic Center, Ukiah, California, on April 6, 2022, for RUNWAY 15-33 PAVEMENT REHABILITATION, PHASE 2
NOW, THEREFORE, If the aforesaid Principal is awarded the contract and, within the time and manner required under the specifications, after the prescribed forms are presented to him or her for signatures, enters into a written contract, in the prescribed form, in accordance with the bid and files two bonds with the City of Ukiah, one to guarantee faithful performance and the other to guarantee payment for labor and materials, as required by law, then this obligation shall be null and void; otherwise, it shall be and remain in full force and virtue.
IN WITNESS WHEREOF, we have hereunto set our hands and seals on this ______ day of ________________, A.D. 20_____.
__________________________________________________(Seal) __________________________________________________(Seal) __________________________________________________(Seal) Principal
__________________________________________________(Seal) __________________________________________________(Seal) __________________________________________________(Seal) Surety
Address: __________________________________________________________ __________________________________________________________ __________________________________________________________ 336
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
NON-COLLUSION AFFIDAVIT
Note: Bidder shall execute the affidavit on this page prior to submitting his or her bid.
To City Council, City of Ukiah:
The undersigned in submitting a bid for performing RUNWAY 15-33 PAVEMENT REHABILITATION, PHASE 2 by contract, being duly sworn, deposes and says:
that he or she has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with such contract.
__________________________________________________
__________________________________________________
__________________________________________________
Signature(s) of Bidder
Business Address:__________________________________________________ __________________________________________________
__________________________________________________
Place of Residence:__________________________________________________ __________________________________________________
__________________________________________________
NOTARIZATION
Subscribed and sworn to before me this ______ day of _________, 20____. __________________________________________________
Notary Public in and for the County of______________________________, State of California.
My Commission Expires ________________________, 20 ____. 337
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
PROHIBITION of SEGREGATED FACILITIES
(a) The Contractor agrees that it does not and will not maintain or provide for its employees any segregated facilities at any of its establishments, and that it does not and will not permit its employees to perform their services at any location under its control where segregated facilities are maintained. The Contractor agrees that a breach of this clause is a violation of the Equal Opportunity clause in this contract.
(b) “Segregated facilities,” as used in this clause, means any waiting rooms, work areas, rest rooms and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees, that are segregated by explicit directive or are in fact segregated on the basis of race, color, religion, sex, or national origin because of written or oral policies or employee custom. The term does not include separate or single-user rest rooms or necessary dressing or sleeping areas provided to assure privacy between the sexes.
(c) The Contractor shall include this clause in every subcontract and purchase order that is subject to the Equal Opportunity clause of this contract. _______________________________________
Date Signature and Title
___________________________________________
IRS Employer Identification Number
338
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
CERTIFICATION OF BIDDER REGARDING
AFFIRMATIVE ACTION PROGRAM
(REFERENCE: 41 CFR PART 60-4, EXECUTIVE ORDER 11246)
The bidder hereby certifies that he is in compliance with the Civil Rights Act of 1964, Executive Order No. 11246, Employment Practices Act, and any other applicable Federal and State laws and regulations relating to equal opportunity employment.
Bidder's Name:
Address:
Name and Title of Signer:
________________________________
Date Signature
NOTE: The contractor to whom the Contract is awarded shall submit a statement each month certifying that he is in conformance with the Affirmative Action Program. 339
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
CERTIFICATION REGARDING FOREIGN TRADE RESTRICTIONS
The contractor or subcontractor, by submission of an offer and/or execution of a contract, certifies that it:
a. is not owned or controlled by one or more citizens of a foreign country included in the list of countries that discriminate against U.S. firms published by the Office of the United States Trade Representative (USTR);
b. has not knowingly entered into any contract or subcontract for this project with a person that is a citizen or national of a foreign country on said list, or is owned or controlled directly or indirectly by one or more citizens or nationals of a foreign country on said list; c. has not procured any product nor subcontracted for the supply of any product for use on the project that is produced in a foreign country on said list.
Unless the restrictions of this clause are waived by the Secretary of Transportation in accordance with 49 CFR 30.17, no contract shall be awarded to a contractor or subcontractor who is unable to certify to the above. If the contractor knowingly procures or subcontracts for the supply of any product or service of a foreign country on said list for use on the project, the Federal Aviation Administration may direct through the Sponsor cancellation of the contract at no cost to the Government.
Further, the contractor agrees that, if awarded a contract resulting from this solicitation, it will incorporate this provision for certification without modification in each contract and in all lower tier subcontracts. The contractor may rely on the certification of a prospective subcontractor unless it has knowledge that the certification is erroneous.
The contractor shall provide immediate written notice to the sponsor if the contractor learns that its certification or that of a subcontractor was erroneous when submitted or has become erroneous by reason of changed circumstances. The subcontractor agrees to provide written notice to the contractor if at any time it learns that its certification was erroneous by reason of changed circumstances.
This certification is a material representation of fact upon which reliance was placed when making the award. If it is later determined that the contractor or subcontractor knowingly rendered an erroneous certification, the Federal Aviation Administration may direct through the Sponsor cancellation of the contract or subcontract for default at no cost to the Government.
Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render, in good faith, the certification required by this provision. The knowledge and information of a contractor is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings.
This certification concerns a matter within the jurisdiction of an agency of the United States of America and the making of a false, fictitious, or fraudulent certification may render the maker subject to prosecution under Title 18, United States Code, Section 1001.
Date Signature
340
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
CERTIFICATE OF BUY AMERICAN COMPLIANCE FOR MANUFACTURED PRODUCTS (Type 2 - Non-building construction projects, equipment acquisition projects) PROJECT NAME:
AIRPORT NAME:
AIP NUMBER:
This solicitation and any resulting contract(s) are subject to the Buy America requirements of 49 U.S.C.
Section 50101. The bidder certifies it and all associated subcontractors will comply with the Buy American preferences established under Title 49 U.S.C. Section 50101 as follows:
U.S.C. Section 50101 - Buying goods produced in the United States The contractor agrees to comply with 49 USC § 50101, which provides that Federal funds may not be obligated unless all steel and manufactured goods used in AIP-funded projects are produced in the United States, unless the FAA has issued a waiver for the product; the product is listed as an Excepted Article, Material Or Supply in Federal Acquisition Regulation subpart 25.108; or is included in the FAA Nationwide Buy American Waivers Issued list.
A bidder or offeror must submit the appropriate Buy America certification (below) with all bids or offers on AIP funded projects. Bids or offers that are not accompanied by a completed Buy America certification must be rejected as nonresponsive.
Type of Certification is based on Type of Project:
There are two types of Buy American certifications.
• For projects for a facility, the Certificate of Compliance Based on Total Facility (Terminal or Building Project) must be submitted.
• For all other projects, the Certificate of Compliance Based on Equipment and Materials Used on the Project (Non-building construction projects such as runway or roadway construction; or equipment acquisition projects) must be submitted.
As a matter of bid responsiveness, the bidder or offeror must complete, sign, date, and submit this certification statement with their proposal. The bidder or offeror must indicate how they intend to comply with 49 USC § 50101 by selecting one on the following certification statements. These statements are mutually exclusive. Bidder must select one or the other (not both) by inserting a checkmark (✓) or the letter “X”.
Bidder or offeror hereby certifies that it will comply with 49 USC § 50101 by:
a) Only installing steel and manufactured products produced in the United States, or; b) Installing manufactured products for which the FAA has issued a waiver as indicated by inclusion on the current FAA Nationwide Buy American Waivers Issued listing, or; c) Installing products listed as an Excepted Article, Material or Supply in Federal Acquisition Regulation Subpart 25.108.
By selecting this certification statement, the bidder or offeror agrees:
1. To provide to the Owner evidence that documents the source and origin of the steel and manufactured product.
2. To faithfully comply with providing US domestic product
3. To furnish US domestic product for any waiver request that the FAA rejects
4. To refrain from seeking a waiver request after establishment of the contract, unless extenuating circumstances emerge that the FAA determines justified. The bidder or offeror hereby certifies it cannot comply with the 100% Buy American Preferences of 49 USC § 50101(a) but may qualify for either a Type 3 or Type 4 waiver under 341
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
49 USC § 50101(b). By selecting this certification statement, the apparent bidder or offeror with the apparent low bid agrees:
1. To the submit to the Owner within 15 calendar days of the bid opening, a formal waiver request and required documentation that support the type of waiver being requested.
2. That failure to submit the required documentation within the specified timeframe is cause for a non-responsive determination may result in rejection of the proposal.
3. To faithfully comply with providing US domestic products at or above the approved US domestic content percentage as approved by the FAA.
4. To refrain from seeking a waiver request after establishment of the contract, unless extenuating circumstances emerge that the FAA determines justified.
Required Documentation
Type 3 Waiver - The cost of the item components and subcomponents produced in the United States is more that 60% of the cost of all components and subcomponents of the “item”. The required documentation for a type 3 waiver is:
a) Listing of all product components and subcomponents that are not comprised of 100% US domestic content (Excludes products listed on the FAA Nationwide Buy American Waivers Issued listing and products excluded by Federal Acquisition Regulation Subpart
25.108; products of unknown origin must be considered as non-domestic products in their entirety)
b) Cost of non-domestic components and subcomponents, excluding labor costs associated with final assembly at place of manufacture.
c) Percentage of non-domestic component and subcomponent cost as compared to total “item” component and subcomponent costs, excluding labor costs associated with final assembly at place of manufacture.
Type 4 Waiver – Total cost of project using US domestic source product exceeds the total project cost using non-domestic product by 25%. The required documentation for a type 4 of waiver is:
a) Detailed cost information for total project using US domestic product b) Detailed cost information for total project using non-domestic product False Statements: Per 49 USC § 47126, this certification concerns a matter within the jurisdiction of the Federal Aviation Administration and the making of a false, fictitious or fraudulent certification may render the maker subject to prosecution under Title 18, United States Code.
Signature
(Name of Bidder)
Date (Name and Title of Signing Official)
342
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
NON-LOBBYING CERTIFICATION
FOR FEDERAL AID CONTRACTS
The bidder or offeror certifies by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that:
1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the bidder or offeror, to any person for influencing or attempting to influence an officer or employee of an agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement.
2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, “Disclosure Form to Report Lobbying,” in accordance with its instructions.
This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by section 1352, title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.
Date Signature
343
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
SUSPENSION AND DEBARMENT REQUIREMENTS
FOR ALL CONTRACTS OVER $25,000
49 CFR PART 29
By submitting a bid/proposal under this solicitation, the bidder or offeror certifies that at the time the bidder or offeror submits its proposal that neither it nor its principals are presently debarred or suspended by any Federal department or agency from participation in this transaction.
The successful bidder, by administering each lower tier subcontract that exceeds $25,000 as a “covered transaction”, must verify each lower tier participant of a “covered transaction” under the project is not presently debarred or otherwise disqualified from participation in this federally assisted project. The successful bidder will accomplish this by:
1. Checking the System for Award Management at website: http://www.sam.gov
2. Collecting a certification statement similar to the Certificate Regarding Debarment and Suspension (Bidder or Offeror), above.
3. Inserting a clause or condition in the covered transaction with the lower tier contract If the FAA later determines that a lower tier participant failed to tell a higher tier that it was excluded or disqualified at the time it entered the covered transaction, the FAA may pursue any available remedy, including suspension and debarment.
Signature (Name of Bidder)
Date (Name and Title of Signing Official)
Business Address
___________________________________________________
___________________________________________________
344
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
In accordance with Public Contract Code Section 10285.1 (Chapter 376, Stats.1985), the Bidder hereby declares under penalty of perjury under the laws of the State of California that the Bidder has has not
been convicted within the preceding three years of any offenses referred to in that section including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term "Bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1.
Note: The Bidder must place a check mark after "has" or "has not" in one of the blank spaces provided.
The above Statement is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement.
Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
In accordance with Public Contract Code Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire:
Has the Bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the Bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation? Yes No If the answer is yes, explain the circumstances in the following space.
PUBLIC CONTRACT SECTION 10232 STATEMENT
In accordance with Public Contract Code Section 10232, the Contractor, hereby states under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against the Contractor within the immediately preceding two-year period because of the Contractor's failure to comply with an order of a federal court which orders the Contractor to comply with an order of the National Labor Relations Board.
Note: The above Statement and Questionnaire are part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement and Questionnaire.
Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
345
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
STATE OF CALIFORNIA
DRUG-FREE WORKPLACE CERTIFICATION
STD. 21 (REV 12/93) Automated)
CERTIFICATION
I, the official named below, herby swear that I am duly authorized to legally bind the prospective contractor to the above described certification. I am fully aware that this certification, executed on the date and in the county below, is made under penalty of perjury under the laws of the State of California.
CONTRACTOR/BIDDER FIRM NAME FEDERAL ID NUMBER
(Authorized Signature) DATE EXECUTED
PRINTED NAME AND TITLE OF PERSON SIGNING TELEPHONE NUMBER (Include Area Code) TITLE
CONTRACTOR/BIDDER FIRM’S MAILING ADDRESS
The contractor or grant recipient named above hereby certifies with Government Code Section 8355 in matters relating to providing a drug-free workplace. The above named contractor or grant recipient will:
1. Publish a statement notifying employees that unlawful manufacture, distribution, dispensation, possession, or use of controlled substance is prohibited and specifying actions to be taken against employees for violations, as required by Government Code Section 8355(a).
2. Establish a Drug-Free Awareness Program as required by Government Code 8355(b), to inform employees about all of the following:
(a) The Dangers of drug abuse in the workplace,
(b) The person’s or organization’s policy in maintaining a drug-free workplace, (c) Any available counseling, rehabilitation and employee assistance programs, and (d) Penalties that may be imposed upon employees for drug abuse violations.
3. Provide as required by Government Code 8355(c), that everyone who works on the proposed contract or grant:
(a) Will receive a copy of the company’s drug-free policy statement, and (b) Will agree to abide by the terms of the company’s statement as a condition of employment on the contract or grant.
4. At the election of the contractor or grantee, from and after the “Date Executed” and until __________________ (NOT TO EXCEED 36 MONTHS), the state will regard this certificate as valid for all contracts or grants entered into between the contractor or grantee and this state agency without requiring the contractor or grantee to provide a new individual certificate for each contract or grant. If the contractor or grantee elects to fill in the blank date, then the terms of this certificate shall have the same force, meaning, effect and enforceability as if a certificate were separately, specifically, and individually provided for each contract or grant between the contractor or grantee and this state agency.
ADA Notice For individuals with sensory disabilities, this document is available in alternate formats. For information call (916) 654-6410 or TDD (916) 654-3880 or write Records and Forms Management, 1120 N Street, MS-89, Sacramento, CA 95814. 346
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
CERTIFICATION OF OFFERER/BIDDER REGARDING TAX DELINQUENCY
AND FELONY CONVICTIONS
The applicant must complete the following two certification statements. The applicant must indicate its current status as it relates to tax delinquency and felony conviction by inserting a checkmark (✓) in the space following the applicable response. The applicant agrees that, if awarded a contract resulting from this solicitation, it will incorporate this provision for certification in all lower tier subcontracts.
Certifications
The applicant represents that it is ( ) is not ( ) a corporation that has any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability.
The applicant represents that it is ( ) is not ( ) a corporation that was convicted of a criminal violation under any Federal law within the preceding 24 months.
Note
If an applicant responds in the affirmative to either of the above representations, the applicant is ineligible to receive an award unless the sponsor has received notification from the agency suspension and debarment official (SDO) that the SDO has considered suspension or debarment and determined that further action is not required to protect the Government’s interests. The applicant therefore must provide information to the owner about its tax liability or conviction to the Owner, who will then notify the FAA Airports District Office, which will then notify the agency’s SDO to facilitate completion of the required considerations before award decisions are made.
Term Definitions
Felony conviction: Felony conviction means a conviction within the preceding twenty-four (24) months of a felony criminal violation under any Federal law and includes conviction of an offense defined in a section of the U.S. code that specifically classifies the offense as a felony and conviction of an offense that is classified as a felony under 18 U.S.C. § 3559.
Tax Delinquency: A tax delinquency is any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted, or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability.
Date Signature
Company Name Title
347
Ukiah Municipal Airport Proposal Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022
348
Bid Set
Ukiah Municipal Airport Sample Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
Sample Forms
349
Ukiah Municipal Airport Notice to Bidders
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
Page Intentionally Blank
350
Ukiah Municipal Airport Sample Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
CITY OF UKIAH
Mendocino County, California
AGREEMENT
FOR
RUNWAY 15-33 PAVEMENT REHABILITATION, PHASE 2
Specification No. 21-06
THIS AGREEMENT, made this ______ day of ___________________, 20____, by and between the City of Ukiah, Mendocino County, California, hereinafter called the City and _______________________ hereinafter called the Contractor,
WITNESSETH:
WHEREAS, the City has caused to be prepared in accordance with law, specifications, drawings and other contract documents for the work herein described and shown and has approved and adopted these contract documents, specifications and drawings and has caused to be published in the manner and for the time required by law a notice to bidders inviting sealed proposals for doing the work in accordance with the terms of this contract and
WHEREAS, the Contractor, in response to the notice to bidders, has submitted to the City a sealed proposal accompanied by a proposal guaranty in an amount of not less than 10 percent of the bid price for the construction of the proposed work in accordance with the terms of this contract and WHEREAS, the City, in the manner prescribed by law, has publicly opened, examined and canvassed the proposals submitted and as a result has determined and declared the Contractor to be the lowest and best regular responsible bidder for the work and for the sums named in the proposal, NOW, THEREFORE, THIS AGREEMENT WITNESSETH:
Article 1. Work to be Done and Contract Days Allowed.
That the Contractor shall provide all necessary machinery, tools, apparatus and other means of construction; shall furnish all materials, superintendence, overhead, expenses, all labor and expenses of whatever nature necessary for completion of the work in conformity with the Special Provisions and other contract documents hereto attached and according to such instructions as may be given by the Engineer. The Contractor shall complete the work within Sixty calendar days. Contract days shall be counted starting with the date of the Notice to Proceed with Construction by the City. Contractor, at his or her option, may begin work prior to start of counting contract days, however, in no event shall the Contractor start work without giving notification to the Engineer at least 72 hours prior to the start of work, without obtaining an encroachment permit from the City, or without having submitted certificates of insurance that have been accepted and approved by the Engineer 351
Ukiah Municipal Airport Sample Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
Article II. Contract Prices.
That the City shall pay the Contractor the prices stated in the proposal submitted by the Contractor, for complete performance of the contract by the Contractor. The Contractor hereby agrees to accept the prices as full compensation for all material and appliances necessary to the work, for all labor and use of tools and other implements necessary to execute the work contemplated in this contract; for all loss or damage arising out of the nature of the work or from the action of the elements, or from any unforeseen obstructions or difficulties which may be encountered in the prosecution of the work; for all risks of every description connected therewith; for all expenses of the work, as herein specified; for all liability and other insurance, for all overhead and other expenses incident to the work; all according to the Contract Drawings, the Special Provisions, the Details, the instructions and the requirements of the City.
Article III. Labor Discrimination.
Attention is directed to Section 1735 of the Labor Code, which reads as follows:
"No discrimination shall be made in the employment of persons upon public works because of the race, color, national origin or ancestry, or religion of such persons and every contractor for public works violating this section is subject to all the penalties imposed for a violation of this chapter." In connection with the performance of work under this contract, the Contractor agrees as follows:
(a) The Contractor will not willfully discriminate against any employee or an applicant for employment because of race, color, religion, ancestry, or national origin. The Contractor will take affirmative action to ensure that applicants are employed and that employees are treated during employment without regard to their race, color, religion, ancestry, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the awarding authority setting forth the provisions of this Fair Employment Practice section. (b) The Contractor will send to each labor union or representative of workers with which he or she has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the awarding authority, advising the said labor union or worker's representative of the Contractor's commitments under this section, to employees and applicants for employment. (c) The Contractor will permit access to his or her records of employment, employment advertisements, application forms and other pertinent data and records by the Fair Employment Practices Commission, City of Ukiah or any other appropriate agency of the State of California designated by the awarding authority, for the purposes of investigation to ascertain compliance with the Fair Employment Practices section of this contract. (d) A finding of willful violation of the Fair Employment Practices section of this Contract or of the Fair Employment Practices Act shall be regarded by the awarding authority as a basis for determining 352
Ukiah Municipal Airport Sample Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
the Contractor to be not a "responsible bidder" as to future contracts for which such Contractor may submit bids, for revoking the Contractor's pre-qualification rating, if any and for refusing to establish, reestablish or renew a pre-qualification rating for the Contractor.
The City of Ukiah shall deem a finding of willful receipt of written notice from the Fair Employment Practices Act to have occurred upon that it has investigated and determined that the Contractor has violated the Fair Employment Practices Act and has issued an order under Labor Code Section 1426 or obtained an injunction under Labor Code Section 1429.
Upon receipt of such written notice from the Fair Employment Practices Commission, the City shall notify the Contractor that unless he or she demonstrates to the satisfaction of the awarding authority within a stated period that the violation has been corrected, his or her pre-qualification rating will be revoked at the expiration of such period. (e) The Contractor agrees that should the City determine that the Contractor has not complied with the Fair Employment Practices section of this Contract, then pursuant to Labor Code Section 1735 and 1775 the Contractor shall, as a penalty to the City, forfeit for each calendar day or portion thereof, for each person who was denied employment as a result of such non-compliance, the penalties provided in the Labor Code for violation of prevailing wage rates. Such monies may be recovered from the Contractor. The City may deduct any such damages from any monies due the Contractor. (f) Nothing contained in this Fair Employment Practices section shall be construed in any manner of fashion so as to prevent the City or the State of California from pursuing any other remedies that may be available at law.
(g) Prior to awarding the Contract, the Contractor shall certify to the awarding authority that he or she has or will meet the following standards for affirmative compliance, which shall be evaluated in each case by the awarding authority:
(1) The Contractor shall provide evidence, as required by the City that he or she has notified all supervisors, foremen and other personnel officers in writing of the content of the anti-discrimination clause and their responsibilities under it.
(2) The Contractor shall provide evidence, as required by the City, that he or she has notified all sources of employees’ referrals (including unions, employment agencies, advertisements, Department of Employment) of the content of the anti-discrimination clause. (3) The Contractor shall file a basic compliance report, as required by the City. Willfully false statements made in such reports shall be punishable as provided by law. The compliance report shall also spell out the sources of the work force and who has the responsibility for determining whom to hire, or whether or not to hire.
(4) Personally, or through his or her representatives, the Contractor shall, through negotiations with the unions with whom he or she has agreements, attempt to develop an agreement which will:
353
Ukiah Municipal Airport Sample Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
a. Spell out responsibilities for nondiscrimination in hiring, referral, upgrading and training. b. Otherwise implement an affirmative anti-discrimination program in terms of the unions' specific areas of skill and geography to the end that qualified minority workers will be available and given and equal opportunity for employment.
(5) The Contractor shall notify the City of opposition to the anti-discrimination clause by individuals, firms or organizations during the period of its pre-qualification. (h) The Contractor will include the provisions of the foregoing paragraphs 1 through 5 in every first tier subcontract so that such provisions will be binding upon each such subcontractor. (i) The "Fair Employment Practices Certification" must be completed and signed prior to the time of submitting the bid.
Article IV. Parts of the Contract.
That the complete contract consists of the following documents, all of which shall be considered a part of this agreement.
1. Notice to Bidders
2. Wage Rates
3. General Conditions
4. Technical Specifications
5. Proposal
6. Fair Employment Practices Certification
7. Agreement
8. Contract Bonds
9. Contract Drawings and Construction Details
10. Standard Drawings
11. Indemnification Agreement
354
Ukiah Municipal Airport Sample Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
IN WITNESS WHEREOF, this contract being executed in duplicate and the parties having caused their names to be signed by authority of their duly authorized office this _____ day of _____________, 20____.
CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA
By: ______________________________________________________________
CITY MANAGER, CITY OF UKIAH
Attest: ______________________________________________________________
CITY CLERK, CITY OF UKIAH
By: ______________________________________________________________
CONTRACTOR
Attest: ______________________________________________________________ Title: ______________________________________________________________ The foregoing contract is approved as to form and legality this ______ day of ______________, 20 ____. __________________________________________________
CITY ATTORNEY, CITY OF UKIAH
355
Ukiah Municipal Airport Sample Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
INDEMNIFICATION AGREEMENT
This Indemnification Agreement is made and entered in Ukiah, California, on _________________, 20____, by and between the City of Ukiah (Ukiah) and ______________________________________ (Contractor).
Contractor is
_________________________________________________________________________________ ___________________________________________ for Ukiah.
As a condition of issuing the work order, attached hereto, Ukiah requires assurance that Contractor will protect Ukiah from damage or damage claims which arise from its performance of the work.
Accordingly, Contractor agrees as follows:
1. Indemnification. Contractor shall indemnify and hold harmless Ukiah and its officers, agents, and employees from and against any claim, loss, or damage, including the legal and other costs of defending against any claim of damage or loss which arises out of the Contractor’s negligent or wrongful performance under the work order attached hereto, except for claims, losses, or damages resulting from the sole and exclusive negligence or other wrongful conduct of Ukiah or its officers, agents and employees.
CONTRACTOR
BY: _______________________________________________
TITLE: _______________________________________________
356
Ukiah Municipal Airport Sample Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
CITY OF UKIAH
Mendocino County, California
FAITHFUL PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS,
That we the undersigned, ______________________________________________________________ __________________________________________________________________________________, AS PRINCIPAL, and
__________________________________________________________________________________,
AS SURETY,
are held firmly bound unto THE CITY OF UKIAH, hereinafter called the “City”, in the penal sum of dollars ($____________________)
for the payment of which sum we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally.
WHEREAS, the Principal has entered into a certain Contract with the City, dated __________, 20_____, a copy of which is hereto attached and made a part hereof, NOW, THEREFORE, the condition of this obligation is such that if the Principal shall in all respects fully perform the Contract and all duly authorized modifications thereof, during its original term and any extensions thereof that may be granted and during any guaranty period for which the Contract provides, and if the Principal shall fully satisfy all claims, arising out of the prosecution of the work under the Contract and shall fully indemnify the City for all expenses which it may incur by reason of such claims, including its attorney's fees and court costs, and if the Principal shall make full payment to all persons supplying labor, services, materials, or equipment in the prosecution of the work under the Contract, in default of which such persons shall have a direct right of action hereupon; and if the Principal shall pay or cause to be paid all sales and use taxes payable as a result of the performance of the Contract as well as payment of gasoline and special motor fuels taxes in the performance of the Contract and all motor vehicle fees required for commercial motor vehicles used in connection with the performance of the Contract, then this obligation shall be void; otherwise, it shall remain in full force and effect.
No modification of the Contract or extension of the term thereof, nor any forbearance on the part of the City shall in any way release the Principal or the Surety from liability hereunder. Notice to the Surety of any such modification, extension, or forbearance is hereby waived.
IN WITNESS WHEREOF, the aforesaid Principal and Surety have executed this instrument and affixed their seals hereto, this ________ day of _______________,20_______. (continued)
357
Ukiah Municipal Airport Sample Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
In the presence of:
WITNESS:
_________________________________
________________________________(SEAL)
(Individual Principal)
___________________________________
(Business Address)
___________________________________
(City/State/Zip Code)
WITNESS:
____________________________________
______________________________(SEAL)
(Corporate Principal)
___________________________________
(Business Address)
___________________________________
(City/State/Zip Code)
ATTEST:
________________________________
(Corporate Principal) Affix
Corporate Seal
___________________________________
(Business Address)
___________________________________
(City/State/Zip Code)
(continued)
358
Ukiah Municipal Airport Sample Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
ATTEST:
____________________________ ________________________________ Affix (Corporate Surety) Corporate
Seal
___________________________________
(Business Address)
___________________________________
(City/State/Zip Code)
The rate of premium on this bond is $___________________________ per thousand.
The total amount of premium charges is $____________________________.. (The above is to be filled in by Surety Company). (Power of Attorney of person signing for Surety Company must be attached).
(CERTIFICATE AS TO CORPORATE PRINCIPAL)
I,_________________________________________, certify that I am the ______________________________ Secretary of the corporation named as Principal in the foregoing bond; that _______________________________________, who signed the said bond on behalf of the Principal, was then ____________________________________________ of said corporation; that I know his signature, and that his signature thereto is genuine; and that said bond was duly signed, sealed, and attested to for and in behalf of said corporation by authority of its governing body. ____________________________________________ Affix Corporate Seal 359
Ukiah Municipal Airport Sample Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
CITY OF UKIAH
Mendocino County, California
MATERIAL AND LABOR BOND
KNOW ALL MEN BY THESE PRESENTS,
That we the undersigned, ______________________________________________________ __________________________________________________________________________, AS PRINCIPAL, and
__________________________________________________________________________ __________________________________________________________________________, AS SURETY, are held firmly bound unto THE CITY OF UKIAH, hereinafter called the “City” in the penal sum of ________________________dollars ($____________________) for the payment of which sum we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally.
WHEREAS, the Principal has entered into a certain Contract with the City, dated _________________, 20_____,
a copy of which is hereto attached and made a part hereof, NOW, THEREFORE, the condition of this obligation is such that if the Principal shall in all respects fully perform the Contract and all duly authorized modifications thereof, during its original term and any extensions thereof that may be granted and during any guaranty period for which the Contract provides, and if the Principal shall fully satisfy all claims, arising out of the prosecution of the work under the Contract and shall fully indemnify the City for all expenses which it may incur by reason of such claims, including its attorney's fees and court costs, and if the Principal shall make full payment to all persons supplying labor, services, materials, or equipment in the prosecution of the work under the Contract, in default of which such persons shall have a direct right of action hereupon; and if the Principal shall pay or cause to be paid all sales and use taxes payable as a result of the performance of the Contract as well as payment of gasoline and special motor fuels taxes in the performance of the Contract and all motor vehicle fees required for commercial motor vehicles used in connection with the performance of the Contract, then this obligation shall be void; otherwise, it shall remain in full force and effect.
No modification of the Contract or extension of the term thereof, nor any forbearance on the part of the City shall in any way release the Principal or the Surety from liability hereunder. Notice to the Surety of any such modification, extension, or forbearance is hereby waived.
IN WITNESS WHEREOF, the aforesaid Principal and Surety have executed this instrument and affixed their seals hereto, this ________ day of _______________,20_______.
In the presence of:
WITNESS:
____________________________________
________________________________(SEAL)
(Individual Principal)
___________________________________
(Business Address)
___________________________________
(City/State/Zip Code)
(continued on following page)
360
Ukiah Municipal Airport Sample Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
WITNESS:
____________________________________
______________________________(SEAL)
(Corporate Principal)
___________________________________
(Business Address)
___________________________________
(City/State/Zip Code)
ATTEST:
________________________________
(Corporate Principal) Affix
Corporate
Seal
___________________________________
(Business Address)
___________________________________
(City/State/Zip Code)
ATTEST:
____________________________ ________________________________ Affix (Corporate Surety) Corporate
Seal
___________________________________
(Business Address)
___________________________________
(City/State/Zip Code)
The rate of premium on this bond is $___________________________ per thousand.
The total amount of premium charges is $___________________________ (The above is to be filled in by Surety Company). (Power of Attorney of person signing for Surety Company must be attached).
361
Ukiah Municipal Airport Sample Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
(CERTIFICATE AS TO CORPORATE PRINCIPAL)
I,_________________________________________, certify that I am the _____________________________ Secretary of the corporation named as Principal in the foregoing bond; that ______________________________________, who signed the said bond on behalf of the Principal, was then ____________________________________________ of said corporation; that I know his signature, and that his signature thereto is genuine; and that said bond was duly signed, sealed, and attested to for and in behalf of said corporation by authority of its governing body. ____________________________________________ Affix Corporate Seal Signature
362
Ukiah Municipal Airport Sample Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
DIRECTIONS FOR PREPARATION OF PERFORMANCE AND MATERIAL AND LABOR BOND
1. Individual sureties, partnerships, or corporations not in the surety business will not be acceptable.
2. The name of the Principal shall be shown exactly as it appears in the Contract.
3. The penal sum shall not be less than required by the Specifications.
4. If the Principals are partners or joint venturers, each member shall execute the bond as an individual and state his place of residence.
5. If the Principal is a corporation, the bond shall be executed under its corporate seal.
If the corporation has no corporate seal, it shall so state and affix a scroll or adhesive seal following the corporate name.
6. The official character and authority of the person(s) executing the bond for the Principal, if a corporation, shall be certified by the Secretary or Assistant Secretary thereof under the corporate seal, or copies attached to such records of the corporation as will evidence the official character and authority of the officer signing, duly certified by the Secretary or Assistant Secretary, under the corporate seal, to be true copies.
7. The current power-of-attorney of the person signing for the surety company must be attached to the bond.
8. The date of the bond must not be prior to the date of the Contract.
9. The following information must be placed on the bond by the surety company:
a. The rate of premium in dollars per thousand; and
b. The total dollar amount of premium charged.
10. The signature of a witness shall appear in the appropriate place attending to the signature of each party of the bond.
11. Type or print the name underneath each signature appearing on the bond.
12. An executed copy of the bond must be attached to each copy of the Contract (original counterpart) intended for signing.
363
Ukiah Municipal Airport Sample Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
CITY OF UKIAH
Mendocino County, California
DEFECTIVE MATERIAL AND WORKMANSHIP (MAINTENANCE) BOND
KNOW ALL MEN BY THESE PRESENTS,
That we, _____________________________________________________________________ __________________________________________________________________, as PRINCIPAL and__________________________________________________________________________ ___________________________________________________________________, as SURETY, are held and firmly bound unto the City of Ukiah as Obligee, in the penal sum of ___________________________________________________________________________________ _________________________________________________________($____________________), (5 PERCENT OF THE FINAL CONTRACT AMOUNT)
to which payment well and truly to be made, we do bind ourselves, our and each of our heirs, executors, administrators successors and assigns jointly and severally, firmly by these presents.
WHEREAS, the said Principal entered into a Contract with the City Of Ukiah dated_________________________
for _________________________________________________________________________________ ____________________________________________________________________________________ WHEREAS, said Contract has been completed, and was approved on the ______ day of ___________, _________,
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal shall guarantee that the work will be free of any defective materials or workmanship which become apparent during the period of one (1) year following completion of the Contract, then this obligation shall be void, otherwise to remain in full force and effect, provided however, any additional warranty or guarantee whether expressed or implied is extended by the Principal or Manufacturer only, and the surety assumes no liability for such a guarantee.
Signed, sealed, and dated this __________ day of ____________, 20_____. __________________________________________________(Seal) BY:_______________________________________________(Seal) __________________________________________________(Seal) Principal
__________________________________________________(Seal) BY:_______________________________________________(Seal) __________________________________________________(Seal) Surety
364
Ukiah Municipal Airport Sample Forms
Ukiah, California Runway 15-33 Pavement Rehabilitation, Phase 2 AIP No. 3-06-0268-020-2022 Bid Set
Insert sample insurance forms
365
Attachment 2
Please return to:
CITY OF UKIAH
300 Seminary Avenue
Ukiah, California 95482-5400
(707) 463-6200
NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN:
1. That the project described as: Runway 15-33 Pavement Rehabilitation Project Phase 2, Spec 21-06
2. That the nature of the work: The runway width was reduced from 150 feet to 75 feet to align with current safety standards and operational needs. Lighting System Upgrades: Installation of a new LED Medium Intensity Runway Lighting System (MIRLS). Replacement of existing Runway Threshold Lights with new LED fixtures. Removal and installation of new Runway 15 LED Runway End Identifier Lights (REILs). Installation of new Runway 33 LED REILs.
Installation of a new LED Precision Approach Path Indicator (PAPI).
3. That on the 2nd day of October 2024, the Contract work for this project was completed.
4. That the name and address of the Contractor is Royal Electric, 8481 Carbide Court Sacramento, CA 95828
5. That the property location of work performed herein referred to is situated in the County of Mendocino, State of California, and is described as follows: Ukiah Municipal Airport, 1403 S. State Street, Ukiah, CA.
I hereby certify under penalty of perjury that the forgoing is true and correct:
City Council Approval CITY OF UKIAH, a Municipal Corporation _________________ By: __________
Date Kristine Lawler, City Clerk Date
State of California
County of Mendocino
Exempt from recording fees pursuant to Government Code Section 27383.
Agenda Item No: 14.a.
MEETING DATE/TIME: 11/6/2024
ITEM NO: 2024-760
AGENDA SUMMARY REPORT
SUBJECT: Consideration and Approval of Revised Water Interconnection, Wheeling, and Mutual Aid Agreements Between the City of Ukiah and Millview County Water District and Between the City of Ukiah and Willow County Water District.
DEPARTMENT: Water Resources PREPARED BY: Sean White, Water Resources Director PRESENTER: Sean White, Water Resources Director
ATTACHMENTS:
1. Millview Agreement
2. Willow Agreement
Summary: Council will consider approval of revised interconnection agreements with Millview County Water District and with Willow County Water District.
Background: The City of Ukiah has had agreements in place with Millview since 1993 and with Willow since 2002 to allow the entities to connect their water systems and provide water to each other under urgent or emergency conditions. These prior agreements, however, were largely restricted to wheeling water each had under contract from the Russian River Flood Control District. Furthermore, these agreements incorrectly assumed the parties' abilities to provide other sources of water to each other based on other rights to water.
For example, the last iterations of this arrangement, the Millview agreement from 2010 and the Willow agreement from 2002, make reference to the State Water Board and the need to amend the City's place of use to accomplish the purposes of the agreement. The language in the agreement not only unduly restricts the City's rights but, as importantly, reflects a time when the parties were, the interconnection arrangement aside, not working closely together to realize a shared future.
Discussion: Revising the Agreements to reflect current circumstances between the Parties and to make clear that drought and water shortage are included in the definition of what constitutes an "urgent and emergency condition" is appropriate and timely. The revised Agreements make more clear the authorities for sharing water through the Parties' interconnection. The revised Millview Agreement is included as Attachment 1. The revised Willow Agreement is included as Attachment 2. These authorities include not only previouslyarticulated abilities to wheel Flood Control Water, but now include reference to powers in the Joint Exercise of Powers Act (Gov. Code sections 6500, et seq.) and the Emergency Services Act (Gov. Code sections 8550, et seq.).
All three parties have recently joined the Ukiah Valley Water Authority, a Joint Exercise of Powers Agency under the Joint Exercise of Powers Act ("JEPA"). JEPA provides in part that two or more public agencies may by agreement jointly exercise any powers common to the parties to the agreement and provides independent statutory authority exempting the Parties' otherwise extraterritorial supply of water from Mendocino LAFCo approval. JEPA further provides that parties to a Joint Exercise of Powers Agreement (a "JPA"), such as the Water Authority JPA, may exercise those powers they have in common across the footprints of both those parties.
Furthermore, the Emergency Services Act calls for local jurisdictions to enter into mutual aid agreements to plan for emergencies. Under the Emergency Services Act, “emergency” explicitly includes a drought. The
intent of the existing arrangement has always been to share water in times of urgent or emergency conditions, and the revisions to the Agreements simply make clear that the arrangement is also properly understood as mutual aid agreements.
Finally, the Agreements make clear that “urgent or emergency conditions” explicitly includes conditions of drought or water shortage. Since the inception of the arrangement between the parties, the effects of climate change have been more apparent and are anticipated to present increased periods of drought or water shortage. The revisions to the Agreements simply look to reflect this reality.
The Agreements only require the Parties to provide water under certain circumstances, all of which implicate an emergency of some kind (e.g., drought or water shortage, fire, critical maintenance, and contamination).
They each provide that each Party may, but is not required to, provide water for more than fousrteen consecutive days or more than twenty days in a calendar quarter. Each Party is entitled to reasonable remuneration for the expenses incurred in providing the water. The Parties shall share the costs of maintenance of the connection of their water distribution systems.
The Agreements provide for dispute resolution, including non-binding arbitration. Should any Party litigate an issue implicated by the Agreement, the prevailing Party shall recover its costs from the losing Party in that litigation.
Recommended Action: Authorize and direct the City Manager to Execute the agreements and perform any following necessary actions.
BUDGET AMENDMENT REQUIRED: N/A
CURRENT BUDGET AMOUNT: N/A
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: N/A
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: N/A
DIVERSITY-EQUITY INITIATIVES (DEI): N/A
CLIMATE INITIATIVES (CI): 7a – Expand sustainable water practices.
GENERAL PLAN ELEMENTS (GP):GP-A4 - Public Facilities, Services, and Infrastructure Element
Water Interconnection, Wheeling, and Mutual Aid Agreement November 1, 2024 Between the City of Ukiah and Millview County Water District 1 WATER INTERCONNECTION, WHEELING, AND
MUTUAL AID AGREEMENT
This WATER INTERCONNECTION, WHEELING, AND MUTUAL AID
AGREEMENT (this “Agreement”) is made and entered in Ukiah, California, and is effective as of November 1, 2024, (the “Effective Date”) by and between the City of Ukiah ("Ukiah"), a general law municipal corporation, and Millview County Water District ("Millview"), a county water district formed and operated in accordance with the provisions of California Water Code sections 30000 et seq. (collectively, the “Parties”).
RECITALS
Ukiah and Millview Witnesseth That:
1. Millview and Ukiah operate water systems that serve contiguous territory, and each is within the environs of the other. Water mains belonging to the two agencies lie in close proximity to each other.
2. Urgent or Emergency Conditions may from time to time interrupt the water service that Millview and Ukiah provide their respective customers. The reliability of water service Millview and Ukiah provide to their respective customers is improved when the water mains of both systems are physically connected by valves that can be opened during urgent or emergency conditions.
3. "Urgent or Emergency Conditions" in this Agreement means a sudden or unexpected occurrence or combination of occurrences causing the domestic water supply to be temporarily interrupted or lessened, and includes a state of drought or water shortage, whatever the reason(s), whether man-made, natural, or an act of God, as determined by Millview’s Board of Directors or Ukiah’s City Council or their designated representatives.
4. To improve the reliability of the water systems serving Millview and Ukiah, the Parties first entered an emergency interconnection agreement in 1993 (the “1993 Agreement”), renewed and extended the agreement in 2002, renewed it again in 2010, and physically interconnected their respective water systems in accordance with the terms of those agreements.
5. When the Parties first entered the 1993 Agreement, the effects of climate change, including water shortage and drought, were not understood or recognized; such effects have since become one of the most prevalent urgent or emergency conditions that require water transfers to ensure continued service to residents, businesses, and customers.
6. The service of providing water under urgent or emergency conditions has been available, each to the other Party, since before January 1, 2001, and therefore the Parties are exempted from ATTACHMENT 1
Water Interconnection, Wheeling, and Mutual Aid Agreement November 1, 2024 Between the City of Ukiah and Millview County Water District 2 approval of this Agreement by the Mendocino Local Agency Formation Commission in accordance with Government Code section 56133(e)(4).
7. Ukiah holds a pre-1914 water right and rights to divert groundwater under California law that are not subject to the place of use restrictions imposed upon junior water rights in the California Water Code. Ukiah’s water right under Permit 12952 describes the place of use as “the City of Ukiah and environs.” Ukiah also has substantial access to groundwater resources and exercises its right to divert groundwater within and under its boundaries.
8. In addition to other water rights, and as of the Effective Date, Millview has a Water Supply Agreement with the Mendocino County Russian River Flood Control and Water Conservation Improvement District (the "Flood Control District") under which it has contracted to use water subject to the Flood Control District's Water Right License 13898. This License authorizes the Flood Control District and its contractors to divert and re-divert up to 7,940 acrefeet per year of water stored in Lake Mendocino. The areas currently served by the Millview and Ukiah water systems are within the place of use authorized by the Flood Control District's Water Right License.
9. The Joint Exercise of Powers Act (Gov. Code sections 6500, et seq.) provides in part that two or more public agencies may by agreement jointly exercise any powers common to the parties to the agreement. The Joint Exercise of Powers Act provides independent statutory authority exempting the Parties’ otherwise extraterritorial supply of water from Mendo LAFCo approval. Under Government Code section 6502, it shall not be necessary that any power common to the contracting parties be exercisable by each such contracting party with respect to the geographical area in which such power is to be jointly exercised.
10. Millview and Ukiah are both parties to the Amended and Restated Joint Exercise of Powers Agreement creating the Ukiah Valley Water Authority (the “Water Authority JPA”). The Water Authority JPA is formed and operated in accordance with the Joint Exercise of Powers Act and provides in part that the parties enter the Water Authority JPA to permit the joint exercise of powers common to the parties and specifically includes those for water service. Millview and Ukiah each have the power to provide water and related services.
11. The California Emergency Services Act (Gov. Code sections 8550, et seq.) and the Standardized Emergency Services System established pursuant to California Government Code section 8607 and Title 19 of the California Code of Regulations (“CCR”), section 2400, et seq., provide that local jurisdictions within an individual county may enter mutual aid agreements to prepare for emergencies. Title 19, CCR section 2402(f), defines an “emergency” to include drought.
Water Interconnection, Wheeling, and Mutual Aid Agreement November 1, 2024 Between the City of Ukiah and Millview County Water District 3 12. Each Party has an interest in achieving mutual aid assistance from the other in response to an emergency, including a drought, and each Party has the personnel, equipment, and knowledge required to provide such assistance.
13. Previous interconnection agreements, including the 1993 Agreement, between Ukiah and Millview were intended to provide for the kind of mutual aid called for by the California Emergency Services Act and implementing regulations, including mutual aid agreements, and the Parties intend this Agreement to serve as such a Mutual Aid Agreement in the case of an emergency, including an emergency caused by a drought.
14. In light of the Parties entering the Water Authority JPA and the change in their relationship that agreement reflects, the purposes of this Agreement are to acknowledge their mutual support for the other; to reconfirm the terms and conditions under which the systems can remain physically connected; to ensure that connection can continue to be properly maintained; and to continue to provide water to the neighboring system.
AGREEMENT
Wherefore, in consideration of the above Recitals, and on the terms and conditions as stated herein, the Parties hereby agree as follows.
1. Incorporation of Recitals. The Parties agree the above Recitals are true and correct and are hereby incorporated in this Agreement.
2. Interconnection. The Parties confirm that the two systems have been interconnected in accordance with the 1993, 2002, and 2010 interconnection agreements.
3. Ukiah's Provision of Water Service to Millview. Ukiah shall provide water to Millview under this Agreement upon written or verbal request from Millview's General Manager or his duly authorized delegate. The request shall include a representation that urgent or emergency conditions exist within Millview.
3.1 To the extent Ukiah is wheeling water from the Flood Control District, Millview shall use such water in accordance with the terms of its Water Supply Agreement with the Flood Control District and warrants and represents to Ukiah that such use is compliance with those terms, including the prohibition against using the water outside the allowed place of use under the Flood Control District's Water Right License or for a purpose that is not authorized by that License. Millview shall account to the Flood Control District for the amount of water the City wheels to Millview pursuant to this Agreement.
3.2 Ukiah’s provision of water to Millview, including any wheeling of Flood Control District Water, shall, unless otherwise agreed to, only occur under the following terms and conditions:
Water Interconnection, Wheeling, and Mutual Aid Agreement November 1, 2024 Between the City of Ukiah and Millview County Water District 4 a. If practicable, Millview shall give Ukiah at least 24 (twenty-four) hours advance notice to provide water service. In its request for service Millview shall indicate the time when it wants the service to begin and the time when it wants or expects that service to end. Unless earlier notified of a different termination date, Ukiah shall end service on the date indicated in the notice from Millview. In any event, Ukiah may, but need not, end service when the limits of service imposed by subparagraph b have been reached. b. Ukiah may, but shall not be required under this Agreement to, furnish water service for longer than fourteen (14) continuous calendar days or for more than twenty (20) total calendar days in any calendar quarter (Jan. 1 to March 31, April 1 to June 30, July 1 to September 30, October 1 to December 31).
c. Ukiah shall only be required to furnish water service to Millview for the following reasons:
i. Urgent or emergency conditions exist within Millview; ii. A state of emergency exists as defined in Title 19, CCR section 2402(f); iii. An emergency and/or equipment failure occurs affecting Millview's capacity to deliver water to its customers;
iv. To combat a fire within or without the Millview service area; v. To allow for necessary maintenance or repair of Millview equipment not practicably achievable without such water service; or
vi. Contamination of Millview's water source.
4. Millview’s Payment for Service Provided by Ukiah.
4.1 Millview shall pay Ukiah an amount per gallon for water delivered through the meter at the interconnection determined by dividing the costs of operating the Ukiah water system, determined in accordance with governmental generally accepted accounting principals (governmental GAAP) established by the Governmental Accounting Standards Board (GASB), for the previous fiscal year by the total number of gallons of water produced during that time period. Millview may request the information and accounting analysis performed to compute the per gallon price. Any dispute over the calculation shall be resolved as provided in Paragraph 12.
4.2 Ukiah shall bill Millview for requested service within fifteen (15) days after said service ends, or within thirty (30) days of beginning service, whichever comes first, and each
Water Interconnection, Wheeling, and Mutual Aid Agreement November 1, 2024 Between the City of Ukiah and Millview County Water District 5 thirty (30) days thereafter until the charges for service have been paid in full. Payment of each bill shall be due no later than thirty (30) days from the billing date.
5. Provision of Water Service to Ukiah from Millview. Millview shall provide water to Ukiah under this Agreement upon written or verbal request from Ukiah's City Manager or his or her duly authorized delegate. The request shall include a representation that urgent or emergency conditions exist within Ukiah. Millview’s provision of water to Ukiah using Millview's system to transmit water through the emergency intertie to Ukiah's water system shall only occur under the following terms and conditions:
a. If practicable, Ukiah shall give Millview at least twenty-four (24) hours advance notice to open the valve. In its request for service Ukiah shall indicate the time when it wants the service to begin and the time it wants or expects that service to end. Unless earlier notified of a different end date, Millview shall end service on the date indicated in the notice from Ukiah. In any event, Millview may, but need not, end service when the limits of service imposed by subparagraph b have been reached. b. Millview may, but shall not be required to, furnish water service for longer than fourteen (14) continuous calendar days or for more than twenty (20) total calendar days in any calendar quarter (Jan. 1 to March 31, April 1 to June 30, July 1 to September 30, October 1 to December 31).
c. Millview shall only be required to furnish water service to Ukiah for the following reasons:
i. Urgent or emergency conditions exist within Ukiah;
ii. A state of emergency exists as defined in Title 19, CCR section 2402(f); iii. An emergency and/or equipment failure affecting Ukiah's capacity to deliver water to its customers;
iv. To combat a fire within or without the Ukiah service area; v. To allow for necessary maintenance or repair of Ukiah equipment not practicably achievable without that water service; or
vi. Contamination of Ukiah's water source.
6. Ukiah’s Payment for Service Provided by Millview.
5.1 Ukiah shall pay Millview an amount per gallon for water delivered through the meter at the interconnection determined by dividing the costs of operating the Millview water
Water Interconnection, Wheeling, and Mutual Aid Agreement November 1, 2024 Between the City of Ukiah and Millview County Water District 6 system, determined in accordance with governmental generally accepted accounting principals (governmental GAAP) established by the Governmental Accounting Standards Board (GASB), for the previous fiscal year by the total number of gallons of water produced during that time period. Ukiah may request the information and accounting analysis performed to compute the per gallon price. Any dispute over the calculation shall be resolved as provided in Paragraph 12.
5.2 Millview shall bill Ukiah for requested service within fifteen (15) days after said service ends, or within thirty (30) days of beginning service, whichever comes first, and each thirty (30) days thereafter until the charges for service have been paid in full. Payment of each bill shall be due no later than thirty (30) days from the billing date.
7. Mutual Aid. Each Party agrees to provide aid to the other by providing water service in the case of an emergency as currently defined in Title 19 CCR section 2402(f) to include a drought. Nothing in this Agreement shall preclude either Party from providing such mutual aid for however long the emergency shall continue; provided, however, that the requesting Party makes clear it is requesting such aid pursuant to this Paragraph 7.
8. Maintenance of Interconnection. The Parties agree to share equally the cost of servicing and maintaining the interconnection between their respective water systems in good working order and repair. Whenever either Party believes that maintenance or repairs are required, including the replacement of parts, it shall notify the other Party. Upon the giving of such notice, the Parties through their respective managers or designees shall confer on the manner of providing the required maintenance or repairs. Except in an emergency, if the Parties fail to agree within thirty (30) days after notice has been given, either Party may provide the maintenance or repair and seek reimbursement from the other Party. It shall be considered an emergency, if a repair is required in order to safely transmit and measure water through the interconnection during an urgent or emergency condition. In an emergency either Party may make the repair immediately and seek reimbursement from the other Party. Any dispute arising under this Paragraph 8 shall be resolved as provided for in Paragraph 12.
9. Waiver. Failure to enforce any breach of a provision of this Agreement shall not be deemed a waiver of any subsequent breach of the same or a different provision of the Agreement.
10. Compliance with Law. This Agreement shall not obligate either Party to furnish water to the other, if the provision of such water would violate any provision of state or federal law or any term or condition of any permit, license, contract, or other approval held by either Party in connection with its public water system.
11. Limits on Flow. Ukiah and Millview mutually agree to limit the provision of water under this Agreement to a rate of flow that will not adversely affect the distribution system or customer service levels of either system. If the City Manager of Ukiah or the General Manager of Millview determines that such an adverse impact will occur, the manager or authorized
Water Interconnection, Wheeling, and Mutual Aid Agreement November 1, 2024 Between the City of Ukiah and Millview County Water District 7 representative of the affected system may without prior notice discontinue or reduce flow to the other system.
12. Dispute Resolution. The Millview General Manager and the Ukiah City Manager shall meet and confer in a good faith effort to resolve any dispute arising under this Agreement. If they are unable to resolve the dispute to the mutual satisfaction of both parties within a period of fifteen (15) days after one party gives notice to the other party of the dispute, the Millview Board of Directors and the Ukiah City Council shall meet in a joint session in an effort to resolve the dispute. If the parties remain dissatisfied forty-five (45) days after the notice of the dispute was first given, either party may request non-binding arbitration of the dispute. The arbitrator shall be selected and the arbitration conducted and enforced in accordance with Part 3, Division 9 of the California Code of Civil Procedure, commencing with Section 1280. Should either Party seek to enforce any provision of this Agreement through court order and prevail, it shall be entitled to its reasonable attorney and expert witness fees and costs of litigation from the other Party.
13. Entire Agreement. This Agreement contains the entire agreement between the parties concerning its subject matter and supersedes any prior statements, agreements or understandings between the parties concerning the same subject matter. Any such prior statements, agreements or understandings are hereby declared null and void and of no further force or effect. The parties may amend this Agreement or enter new or additional agreements to, among other things, transfer or sell water to each other, provided any such amendments or agreements are contained in a writing approved by the legislative bodies and executed by duly authorized officials of both parties.
14. Notice. Whenever written notice is required or allowed under the terms of this Agreement it shall be deemed given when personally delivered or when received by certified mail, return receipt requested, and addressed as follows:
City Manager City of Ukiah
Ukiah Civic Center
300 Seminary Avenue
Ukiah, California 95482
General Manager
Millview County Water District
151 Laws Avenue
Ukiah, California 95482
15. Term. The term of this Agreement shall remain in effect, unless termination is requested by either party. Notice of termination must be given not less than 180 days prior to the termination date.
Water Interconnection, Wheeling, and Mutual Aid Agreement November 1, 2024 Between the City of Ukiah and Millview County Water District 8 16. No Third Party Beneficiaries. This Agreement is for the exclusive benefit of Ukiah and Millview and confers no rights or benefits on any persons or entities not a signatory to this Agreement. No third party beneficiaries are intended or established by this Agreement.
17. Duplicate Originals. This Agreement may be executed in one or more duplicate originals and when so executed each duplicate original bearing the original signatures of the parties shall be admissible in any administrative or legal proceeding as evidence of the terms of this Agreement.
18. Warranty. Each signatory below warrants they have the authority to bind their respective Party to the terms of this Agreement.
WHEREFORE, the parties have entered this Agreement as of the Effective Date.
CITY OF UKIAH
By: _______________________
Sage Sangiacomo
City Manager
ATTEST:
__________________________
Kristine Lawler
City Clerk
MILLVIEW COUNTY WATER DISTRICT
By: _______________________
Name: _______________________
Title: _______________________
ATTEST:
__________________________
Name: ____________________
Secretary
Water Interconnection, Wheeling, and Mutual Aid Agreement November 1, 2024 Between the City of Ukiah and Willow County Water District 1 WATER INTERCONNECTION, WHEELING, AND
MUTUAL AID AGREEMENT
This WATER INTERCONNECTION, WHEELING, AND MUTUAL AID
AGREEMENT (this “Agreement”) is made and entered in Ukiah, California, and is effective as of November 1, 2024, (the “Effective Date”) by and between the City of Ukiah ("Ukiah"), a general law municipal corporation, and Willow County Water District ("Willow"), a county water district formed and operated in accordance with the provisions of California Water Code sections 30000 et seq. (collectively, the “Parties”).
RECITALS
Ukiah and Willow Witnesseth That:
1. Willow and Willow operate water systems that serve contiguous territory, and each is within the environs of the other. Water mains belonging to the two agencies lie in close proximity to each other.
2. Urgent or Emergency Conditions may from time to time interrupt the water service that Willow and Ukiah provide their respective customers. The reliability of water service Willow and Ukiah provide to their respective customers is improved when the water mains of both systems are physically connected by valves that can be opened during urgent or emergency conditions.
3. "Urgent or Emergency Conditions" in this Agreement means a sudden or unexpected occurrence or combination of occurrences causing the domestic water supply to be temporarily interrupted or lessened, and includes a state of drought or water shortage, whatever the reason(s), whether man-made, natural, or an act of God, as determined by Willow’s Board of Directors or Ukiah’s City Council or their designated representatives.
4. To improve the reliability of the water systems serving Willow and Ukiah, the Parties entered an emergency interconnection agreement in 2002 (the “2002 Agreement”) and physically interconnected their respective water systems in accordance with the terms of the 2002 Agreement.
5. When the Parties first entered the 2002 Agreement, the effects of climate change, including water shortage and drought, were not understood or recognized; such effects have since become one of the most prevalent urgent or emergency conditions that require water transfers to ensure continued service to residents, businesses, and customers.
6. Ukiah holds a pre-1914 water right and rights to divert groundwater under California law that are not subject to the place of use restrictions imposed upon junior water rights in the ATTACHMENT 2
Water Interconnection, Wheeling, and Mutual Aid Agreement November 1, 2024 Between the City of Ukiah and Willow County Water District 2 California Water Code. Ukiah’s water right under Permit 12952 describes the place of use as “the City of Ukiah and environs.” Ukiah also has substantial access to groundwater resources and exercises its right to divert groundwater within and under its boundaries.
7. In addition to other water rights, and as of the Effective Date, Willow has a Water Supply Agreement with the Mendocino County Russian River Flood Control and Water Conservation Improvement District (the "Flood Control District") under which it has contracted to use water subject to the Flood Control District's Water Right License 13898. This License authorizes the Flood Control District and its contractors to divert and re-divert up to 7,940 acre-feet per year of water stored in Lake Mendocino. The areas currently served by the Willow and Ukiah water systems are within the place of use authorized by the Flood Control District's Water Right License.
8. The Joint Exercise of Powers Act (Gov. Code sections 6500, et seq.) provides in part that two or more public agencies may by agreement jointly exercise any powers common to the parties to the agreement. The Joint Exercise of Powers Act provides independent statutory authority exempting the Parties’ otherwise extraterritorial supply of water from Mendo LAFCo approval. Under Government Code section 6502, it shall not be necessary that any power common to the contracting parties be exercisable by each such contracting party with respect to the geographical area in which such power is to be jointly exercised.
9. Willow and Ukiah are both parties to the Amended and Restated Joint Exercise of Powers Agreement creating the Ukiah Valley Water Authority (the “Water Authority JPA”). The Water Authority JPA is formed and operated in accordance with the Joint Exercise of Powers Act and provides in part that the parties enter the Water Authority JPA to permit the joint exercise of powers common to the parties and specifically includes those for water service. Willow and Ukiah each have the power to provide water and related services.
10. The California Emergency Services Act (Gov. Code sections 8550 – 8668) and the Standardized Emergency Services System established pursuant to California Government Code section 8607 and Title 19 of the California Code of Regulations (“CCR”), section 2400, et seq., provide that local jurisdictions within an individual county may enter mutual aid agreements to prepare for emergencies. Title 19, CCR section 2402(f), defines an “emergency” to include drought.
11. Each Party has an interest in achieving mutual aid assistance from the other in response to an emergency, including a drought, and each Party has the personnel, equipment, and knowledge required to provide such assistance.
12. The 2002 Agreement was intended by the Parties to provide for the kind of mutual aid called for by the California Emergency Services Act and implementing regulations, including
Water Interconnection, Wheeling, and Mutual Aid Agreement November 1, 2024 Between the City of Ukiah and Willow County Water District 3 mutual aid agreements, and the Parties intend this Agreement to serve as such a Mutual Aid Agreement in the case of an emergency, including an emergency caused by a drought.
13. In light of the Parties entering the Water Authority JPA and the change in their relationship that agreement reflects, the purposes of this Agreement are to acknowledge their mutual support for the other; to reconfirm the terms and conditions under which the systems can remain physically connected; to ensure that connection can continue to be properly maintained; and to continue to provide water to the neighboring system under certain conditions.
AGREEMENT
Wherefore, in consideration of the above Recitals, and on the terms and conditions as stated herein, the Parties hereby agree as follows.
1. Incorporation of Recitals. The Parties agree the above Recitals are true and correct and are hereby incorporated in this Agreement.
2. Interconnection. The Parties confirm that the two systems have been interconnected in accordance with the 2002 Agreement.
3. Ukiah's Provision of Water Service to Willow. Ukiah shall provide water to Willow under this Agreement upon written or verbal request from Willow's General Manager or his duly authorized delegate. The request shall include a representation that urgent or emergency conditions exist within Willow.
3.1 To the extent Ukiah is wheeling water from the Flood Control District, Willow shall use such water in accordance with the terms of its Water Supply Agreement with the Flood Control District and warrants and represents to Ukiah that such use is compliance with those terms, including the prohibition against using the water outside the allowed place of use under the Flood Control District's Water Right License or for a purpose that is not authorized by that License. Willow shall account to the Flood Control District for the amount of water the City wheels to Willow pursuant to this Agreement.
3.2 Ukiah’s provision of water to Willow, including any wheeling of Flood Control District Water, shall, unless otherwise agreed to, only occur under the following terms and conditions:
a. If practicable, Willow shall give Ukiah at least 24 (twenty-four) hours advance notice to provide water service. In its request for service Willow shall indicate the time when it wants the service to begin and the time when it wants or expects that service to end. Unless earlier notified of a different termination date, Ukiah shall end service on the date indicated in the notice from Willow. In any event, Ukiah may, but need not, end service when the limits of service imposed by subparagraph b have been reached.
Water Interconnection, Wheeling, and Mutual Aid Agreement November 1, 2024 Between the City of Ukiah and Willow County Water District 4 b. Ukiah may, but shall not be required under this Agreement to, furnish water service for longer than fourteen (14) continuous calendar days or for more than twenty (20) total calendar days in any calendar quarter (Jan. 1 to March 31, April 1 to June 30, July 1 to September 30, October 1 to December 31).
c. Ukiah shall only be required to furnish water service to Willow for the following reasons:
i. Urgent or emergency conditions exist within Willow;
ii. A state of emergency exists as defined in Title 19, CCR section 2402(f); iii. An emergency and/or equipment failure occurs affecting Willow's capacity to deliver water to its customers;
iv. To combat a fire within or without the Willow service area; v. To allow for necessary maintenance or repair of Willow equipment not practicably achievable without such water service; or
vi. Contamination of Willow's water source.
4. Willow’s Payment for Service Provided by Ukiah.
4.1 Willow shall pay Ukiah an amount per gallon for water delivered through the meter at the interconnection determined by dividing the costs of operating the Ukiah water system, determined in accordance with governmental generally accepted accounting principals (governmental GAAP) established by the Governmental Accounting Standards Board (GASB), for the previous fiscal year by the total number of gallons of water produced during that time period. Willow may request the information and accounting analysis performed to compute the per gallon price. Any dispute over the calculation shall be resolved as provided in Paragraph 12.
4.2 Ukiah shall bill Willow for requested service within fifteen (15) days after said service ends, or within thirty (30) days of beginning service, whichever comes first, and each thirty (30) days thereafter until the charges for service have been paid in full. Payment of each bill shall be due no later than thirty (30) days from the billing date.
5. Provision of Water Service to Ukiah from Willow. Willow shall provide water to Ukiah under this Agreement upon written or verbal request from Ukiah's City Manager or his or her duly authorized delegate. The request shall include a representation that urgent or emergency conditions exist within Ukiah. Willow’s provision of water to Ukiah using Willow's system to
Water Interconnection, Wheeling, and Mutual Aid Agreement November 1, 2024 Between the City of Ukiah and Willow County Water District 5 transmit water through the emergency intertie to Ukiah's water system shall only occur under the following terms and conditions:
a. If practicable, Ukiah shall give Willow at least twenty-four (24) hours advance notice to open the valve. In its request for service Ukiah shall indicate the time when it wants the service to begin and the time it wants or expects that service to end. Unless earlier notified of a different end date, Willow shall end service on the date indicated in the notice from Ukiah. In any event, Willow may, but need not, end service when the limits of service imposed by subparagraph b have been reached. b. Willow may, but shall not be required to, furnish water service for longer than fourteen (14) continuous calendar days or for more than twenty (20) total calendar days in any calendar quarter (Jan. 1 to March 31, April 1 to June 30, July 1 to September 30, October 1 to December 31).
c. Willow shall only be required to furnish water service to Ukiah for the following reasons:
i. Urgent or emergency conditions exist within Ukiah;
ii. A state of emergency exists as defined in Title 19, CCR section 2402(f); iii. An emergency and/or equipment failure affecting Ukiah's capacity to deliver water to its customers;
iv. To combat a fire within or without the Ukiah service area; v. To allow for necessary maintenance or repair of Ukiah equipment not practicably achievable without that water service; or
vi. Contamination of Ukiah's water source.
6. Ukiah’s Payment for Service Provided by Willow.
5.1 Ukiah shall pay Willow an amount per gallon for water delivered through the meter at the interconnection determined by dividing the costs of operating the Willow water system, determined in accordance with governmental generally accepted accounting principals (governmental GAAP) established by the Governmental Accounting Standards Board (GASB), for the previous fiscal year by the total number of gallons of water produced during that time period. Ukiah may request the information and accounting analysis performed to compute the per gallon price. Any dispute over the calculation shall be resolved as provided in Paragraph 12.
Water Interconnection, Wheeling, and Mutual Aid Agreement November 1, 2024 Between the City of Ukiah and Willow County Water District 6 5.2 Willow shall bill Ukiah for requested service within fifteen (15) days after said service ends, or within thirty (30) days of beginning service, whichever comes first, and each thirty (30) days thereafter until the charges for service have been paid in full. Payment of each bill shall be due no later than thirty (30) days from the billing date.
7. Mutual Aid. Each Party agrees to provide aid to the other by providing water service in the case of an emergency as currently defined in Title 19 CCR section 2402(f) to include a drought. Nothing in this Agreement shall preclude either Party from providing such mutual aid for however long the emergency shall continue; provided, however, that the requesting Party makes clear it is requesting such aid pursuant to this Paragraph 7.
8. Maintenance of Interconnection. The Parties agree to share equally the cost of servicing and maintaining the interconnection between their respective water systems in good working order and repair. Whenever either Party believes that maintenance or repairs are required, including the replacement of parts, it shall notify the other Party. Upon the giving of such notice, the Parties through their respective managers or designees shall confer on the manner of providing the required maintenance or repairs. Except in an emergency, if the Parties fail to agree within thirty (30) days after notice has been given, either Party may provide the maintenance or repair and seek reimbursement from the other Party. It shall be considered an emergency, if a repair is required in order to safely transmit and measure water through the interconnection during an urgent or emergency condition. In an emergency either Party may make the repair immediately and seek reimbursement from the other Party. Any dispute arising under this Paragraph 8 shall be resolved as provided for in Paragraph 12.
9. Waiver. Failure to enforce any breach of a provision of this Agreement shall not be deemed a waiver of any subsequent breach of the same or a different provision of the Agreement.
10. Compliance with Law. This Agreement shall not obligate either Party to furnish water to the other, if the provision of such water would violate any provision of state or federal law or any term or condition of any permit, license, contract, or other approval held by either Party in connection with its public water system.
11. Limits on Flow. Ukiah and Willow mutually agree to limit the provision of water under this Agreement to a rate of flow that will not adversely affect the distribution system or customer service levels of either system. If the City Manager of Ukiah or the General Manager of Willow determines that such an adverse impact will occur, the manager or authorized representative of the affected system may without prior notice discontinue or reduce flow to the other system.
12. Dispute Resolution. The Willow General Manager and the Ukiah City Manager shall meet and confer in a good faith effort to resolve any dispute arising under this Agreement. If they are unable to resolve the dispute to the mutual satisfaction of both parties within a period of fifteen (15) days after one party gives notice to the other party of the dispute, the Willow Board of Directors and the Ukiah City Council shall meet in a joint session in an effort to resolve the
Water Interconnection, Wheeling, and Mutual Aid Agreement November 1, 2024 Between the City of Ukiah and Willow County Water District 7 dispute. If the parties remain dissatisfied forty-five (45) days after the notice of the dispute was first given, either party may request non-binding arbitration of the dispute. The arbitrator shall be selected and the arbitration conducted and enforced in accordance with Part 3, Division 9 of the California Code of Civil Procedure, commencing with Section 1280. Should either Party seek to enforce any provision of this Agreement through court order and prevail, it shall be entitled to its reasonable attorney and expert witness fees and costs of litigation from the other Party.
13. Entire Agreement. This Agreement contains the entire agreement between the parties concerning its subject matter and supersedes any prior statements, agreements or understandings between the parties concerning the same subject matter. Any such prior statements, agreements or understandings are hereby declared null and void and of no further force or effect. The parties may amend this Agreement or enter new or additional agreements to, among other things, transfer or sell water to each other, provided any such amendments or agreements are contained in a writing approved by the legislative bodies and executed by duly authorized officials of both parties.
14. Notice. Whenever written notice is required or allowed under the terms of this Agreement it shall be deemed given when personally delivered or when received by certified mail, return receipt requested, and addressed as follows:
City Manager City of Ukiah
Ukiah Civic Center
300 Seminary Avenue
Ukiah, California 95482
General Manager
Willow County Water District
151 Laws Avenue
Ukiah, California 95482
15. Term. The term of this Agreement shall remain in effect, unless termination is requested by either party. Notice of termination must be given not less than 180 days prior to the termination date.
16. No Third Party Beneficiaries. This Agreement is for the exclusive benefit of Ukiah and Willow and confers no rights or benefits on any persons or entities not a signatory to this Agreement. No third party beneficiaries are intended or established by this Agreement.
17. Duplicate Originals. This Agreement may be executed in one or more duplicate originals and when so executed each duplicate original bearing the original signatures of the parties shall be admissible in any administrative or legal proceeding as evidence of the terms of this Agreement.
Water Interconnection, Wheeling, and Mutual Aid Agreement November 1, 2024 Between the City of Ukiah and Willow County Water District 8 18. Warranty. Each signatory below warrants they have the authority to bind their respective Party to the terms of this Agreement.
WHEREFORE, the parties have entered this Agreement as of the Effective Date.
CITY OF UKIAH
By: _______________________
Sage Sangiacomo
City Manager
ATTEST:
__________________________
Kristine Lawler
City Clerk
WILLOW COUNTY WATER DISTRICT
By: _______________________
Name: _______________________
Title: _______________________
ATTEST:
__________________________
Name: ____________________
Secretary
Agenda Item No: 14.b.
MEETING DATE/TIME: 11/6/2024
ITEM NO: 2024-737
AGENDA SUMMARY REPORT
SUBJECT: Receive Updates on City Council Committee and Ad Hoc Assignments, and, if Necessary, Consider Modifications to Assignments and/or the Creation/Elimination of Ad Hoc(s).
DEPARTMENT: City Clerk PREPARED BY: Kristine Lawler, City Clerk PRESENTER: Mayor Dueñas and Various Councilmembers
ATTACHMENTS:
1. 2024 City Council Special Assignments and Ad Hocs
Summary: City Council members will provide reports and updates on their committee and ad hoc assignments. If necessary, the Council may consider modifications.
Background: City Council members are assigned to a number of committees and ad hoc activities. These assignments are included as Attachment 1.
Discussion: Previously, the City Council discussed having more time allocated to reporting on committee and ad hoc activities. Often, the Council Reports section of the regular agenda is rushed due to impending business (i.e., public hearings), and not enough time is afforded for reports beyond community activities.
In an effort to foster regular updates on committee and ad hoc assignments, this item is being placed on the agenda to provide the City Council members an expanded opportunity to report on assignments and modify assignments as necessary.
Recommended Action: Receive report(s). The Council will consider modifications to committee and ad hoc assignments along with the creation/elimination ad hoc(s).
BUDGET AMENDMENT REQUIRED: No
CURRENT BUDGET AMOUNT: N/A
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: N/A
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: N/A
DIVERSITY-EQUITY INITIATIVES (DEI): N/A
CLIMATE INITIATIVES (CI): N/A
GENERAL PLAN ELEMENTS (GP): N/A
2024 CITY COUNCIL SPECIAL ASSIGNMENT LIST
LOCAL / UKIAH VALLEY MTG DATE/TIME MEETING LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT City Broadband Project TBD TBD
Civic Center
300 Seminary Ave.
Ukiah, CA 95482
to evaluate the Request for Proposal (RFP) for the Internet Service Provider (ISP) for the California's Public Utilities Commission (CPUC) Last Mile Broadband
Orozco
Jim Robbins, Grants Manager, 463-6708;
[email protected]
Investment Oversight Committee Varies
Civic Center
300 Seminary Ave.
Ukiah, CA 95482
Civic Center
300 Seminary Ave.
Ukiah, CA 95482
Reviews City investments, policies, and strategies
Crane
Orozco - Alternate
Alan Carter, Treasurer
Dan Buffalo, Director of Finance; 463-6220
[email protected]
Disaster Council
Shall meet a minimum of
once a year at a time and
place designated upon
call of the chair
Place designated upon call of the chair or, if
she/he is unavailable or unable to call such
meeting, the first vice chair and then the City
Manager or her/his designee.
Office of Emergency Management
300 Seminary Ave.
Ukiah, CA 95482
467-5720 - Traci Boyl
Develop any necessary emergency and mutual aid plans, agreements, ordinances, resolutions, rules, and regulations.
Orozco
Duenas- Alternate
Traci Boyl, City Manager's Office Management
Analyst; 467-5720; [email protected]
Greater Ukiah Business & Tourism
Alliance (GUPTA)
4th Monday of month,
10 a.m.
200 S School St.
Ukiah, CA 95482
200 S School St.
Ukiah, CA 95482
Promotes tourism and works to strengthen and promote the historic downtown and businesses within the greater Ukiah area
Marianne Davison - Community
Services Department Staff
Duenas - Alternate
Shannon Riley, Deputy City Manager;
467-5793 [email protected]
Mendocino County Inland Water and
Power Commission (IWPC)
2nd Thursday of month,
6:00 p.m.
Civic Center
300 Seminary Avenue
conference room 5
IWPC Staff
P.O. Box 1247
Ukiah, CA 95482
391-7574 - Candace Horsley
Develops coordination for water resources and current water rights: Potter Valley project - Eel River Diversion
Rodin
Orozco - Alternate
Sean White, Director of Water Resources;
463-5712 [email protected]
North Coast Opportunities (NCO) 4th Wednesday of
month, 2 p.m. Alternating locations - Ukiah and Lakeport Governing Board Chair
North Coast Opportunities
413 North State Street
Ukiah, CA 95482
Assist low income and disadvantaged people to become self reliant Burgess Jake Burgess, Community Services Supervisor;
463-6201
[email protected]
Sun House Guild ex officio 2nd Tuesday of month,
4:30 p.m.
Sun House
431 S. Main St.
Ukiah, CA
431 S. Main Street
Ukiah, CA 95482
467-2836
Support and expand Grace Hudson Museum Duenas
Neil Davis - Alternate
David Burton, Museum Director; 467-2836
[email protected]
Ukiah Valley Basin Groundwater
Sustainability Agency (GSA)
2nd Thursday of month,
1:30 p.m.
Board of Supervisors Chambers; 501 Low
Gap Road
Ukiah, CA
County Executive Office
501 Low Gap Rd., Rm. 1010
Ukiah, CA 95482
463-4441
GSA serves as the Groundwater Sustainability Agency in the Ukiah Valley basin
Crane
Duenas- Alternate
Sean White, Director of Water Resources;
463-5712 [email protected]
MENDOCINO COUNTY MTG DATE/TIME MEETING LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT City Selection Committee Called as required by the
Clerk of the Board
BOS Conference Room
501 Low Gap Rd. Rm. 1090
Ukiah, CA
C/O: BOS
501 Low Gap Rd., Rm 1090
Ukiah, CA 95482
463-4441
Makes appointments to LAFCO and Airport Land Use Commission (Mayor - Primary; Vice Mayor - Alternate)
Mayor Duenas
Vice Mayor Crane - Alternate
Kristine Lawler, City Clerk; 463-6217
[email protected]
Economic Development & Financing
Corporation (EDFC)
2nd Thursday of month,
2:00 p.m.
Primarily 631 S. Orchard Street
(location varies)
Executive Director
631 South Orchard Avenue
Ukiah, CA 95482
467-5953
Multi-agency co-op for economic development and business loan program Riley (appointed 12/19/18)
Shannon Riley, Deputy City Manager;
467-5793 [email protected]
Library Advisory Board
3rd Wednesdays of
alternate months; 1:00
p.m.
Various Mendocino County Libraries Ukiah County Library 463-4491 Review library policy and activities Sher
Rodin - Alternate
Kristine Lawler, City Clerk; 463-6217;
[email protected]
Mendocino County 1st District Liaison Monthly; TBD
Civic Center Annex
conference room #5
411 West Clay St.
Ukiah, CA 95482
Civic Center
300 Seminary Ave.
Ukiah, CA 95482
To coordinate activities and policy development with the City's 1st District Supervisor
Rodin
Crane- Alternate
Sage Sangiacomo, City Manager;
463-6221; [email protected]
Mendocino County 2nd District Liaison 1st Wednesdays of month, 8:00 a.m.
Civic Center Annex
conference room #5
411 West Clay St.
Ukiah, CA 95482
Civic Center
300 Seminary Ave.
Ukiah, CA 95482
To coordinate activities and policy development with the County's 2nd District Supervisor
Rodin
Duenas - Alternate
Shannon Riley, Deputy City Manager;
467-5793 [email protected]
Mendocino Council of Governments
(MCOG)
1st Monday of month,
1:30 p.m.
Board of Supervisors Chambers
501 Low Gap Road
Ukiah, CA
Executive Director
367 N. State Street, Ste. 206
Ukiah, CA 95482
463-1859
Plan and allocate State funding, transportation, infrastructure and project County wide
Duenas
Sher - Alternate
Tim Eriksen, Public Works Director/City Engineer;
463-6280 [email protected]
Mendocino County Airport Land Use
Commission As needed
BOS Conference Room
501 Low Gap Rd., Rm. 1090,
Ukiah, CA
Mendocino County Executive Office
501 Low Gap Rd. Rm. 1010
Ukiah, CA 95482
To formulate a land use compatibility plan, provide for the orderly growth of the airport and the surrounding area, and safeguard the general welfare of the inhabitants within the vicinity
Liaisons: Owen/Schlatter
Greg Owen, Airport Manager; 467-2855;
[email protected]
Craig Schlatter, Director of Community
Development; 463-6219;
[email protected]
Mendocino County Local Area
Formation Commission (LAFCO)
1st Monday of month,
9:00 a.m. Board of Supervisors Chambers
Executive Director
200 S. School Street, Ste. 2
Ukiah, CA 95482
463-4470
Required by legislation - planning spheres of influence, annexation, service areas, and special districts
Rodin
Crane - Alternate for both city seat
members on Commission
Craig Schlatter, Director of Community
Development; 463-6219;
[email protected]
Updated: 6/6/2024
ATTACHMENT 1
2024 CITY COUNCIL SPECIAL ASSIGNMENT LIST
MENDOCINO COUNTY
Continued MTG DATE/TIME MEETING LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT Mendocino Solid Waste Management
Authority (MSWMA)
3rd Thursday of every
other month (varies),
10:00 a.m.
Willits Council Chambers
Solid Waste Director
3200 Taylor Drive
Ukiah, CA 95482
468-9710
County-wide Solid Waste JPA Crane
Sher - Alternate
Tim Eriksen, Public Works Director/City Engineer;
463-6280 [email protected]
Mendocino Transit Authority (MTA)
Board of Directors
Last Wednesday of
month, 1:30 p.m.
Alternating locations - Ukiah Conference
Center or Fort Bragg, or Point Arena
Executive Director
241 Plant Road
Ukiah, CA 95482
462-1422
County-wide bus transportation issues and funding Sher
Duenas - Alternate
Tim Eriksen, Public Works Director/City
Engineer; 463-6280 [email protected]
Mendocino Youth Project JPA Board of
Directors
3rd Wednesday of
month, 7:45 a.m. 776 S. State Street Conference Room
Mendocino Co. Youth Project
776 S. State Street, Ste. 107
Ukiah, CA 95482
707-463-4915
Targets all youth with a focus on drug and alcohol prevention, healthy alternatives and empowering youth to make healthy choices Cedric Crook, Police Chief
Duenas - Alternate
Cedric Crook, Police Chief; 463-6771;
[email protected]
Russian River Flood Control District
(RRFCD) Liaison
1st Monday of month,
5:30 p.m.
151 Laws Ave.,Suite D
Ukiah, CA
151 Laws Ave., Ukiah, CA 95482;
[email protected]; 462-5278
Proactively manage the water resources of the upper Russian River for the benefit of the people and environment of Mendocino County White/Orozco Sean White, Director of Water Resources;
463-5712 [email protected]
Ukiah Players Theater Board of
Directors
3rd Tuesday of month,
6:00 p.m
1041 Low Gap Rd
Ukiah, CA 95482
462-1210
1041 Low Gap Rd
Ukiah, CA 95482
462-1210
To oversee the activities, organization and purpose of the Ukiah Players Theater
Greg Owen, Airport Manager
(appointed 12/19/18)
Kristine Lawler, City Clerk; 463-6217
[email protected]
Ukiah Unified School District (UUSD)
Committee Quarterly 511 S. Orchard, Ste. D
Ukiah, CA 95482
511 S. Orchard
Ukiah, CA 95482
Information exchange with UUSD Board Chair, Mayor, Superintendent, and City Manager
Duenas
Rodin - Alternate
Sage Sangiacomo, City Manager
Cedric Crook, Police Chief
Sage Sangiacomo, City Manager; 463-6221
[email protected]
REGIONAL MTG DATE/TIME LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT Great Redwood Trail Agency Bi-monthly, 3rd
Thursdays, 10:30 a.m. Various Locations - announced
419 Talmage Road, Suite M
Ukiah, CA 95482
463-3280
Provides a unified and revitalized rail infrastructure meeting the freight and passenger needs of the region
Rodin
Duenas - Alternate
Neil Davis, Community Services Director
467-5764 [email protected]
League of California Cities Redwood
Empire Legislative Committee
Prior to Division
Meetings, meets 3x in
person and then via
conference call
Various locations that are announced
Redwood Empire League President;
Public Affairs Program Manager
(916) 658-8243
Elected city officials and professional city staff attend division meetings throughout the year to share what they are doing and advocate for their interests in Sacramento
Duenas
Orozco - Alternate
Sage Sangiacomo, City Manager; 463-6221
[email protected]
Russian River Watershed Association
(RRWA)
4th Thursday of month,
9:00 a.m. (only 5 times a
year)
Windsor Town Hall
Russian River Watershed Association
2235 Mercury Way, Suite 105
Santa Rose, CA 95407
[email protected]
707-508-3670 (message only)
Consider issues related to Russian river - plans projects and funding requests
Rodin
Sher - Alternate
Tim Eriksen, Public Works Director/City Engineer;
463-6280 [email protected]
Northern California Power Agency
(NCPA) - Commission
4th Thursday of month,
9:00 a.m. (see NCPA
calendar)
Roseville, CA
and other locations
651 Commerce Drive
Roseville, CA 95678
916-781-4202
Pool of State and local power utilities developing and operating power generation, providing scheduling and related energy services and providing regulatory and legislative support.
Crane - Commissioner
Sher - City Council Alternate
Sauers - Alternate and Commissioner in
absence of Commissioner Crane
Cindi Sauers - Electric Utility Director;
463-6286 [email protected]
Northern California Power Agency
(NCPA) – Lodi Energy Center (LEC)
Appointment
2nd Monday of month,
10:00 AM
Lodi, CA and other locations
651 Commerce Drive
Roseville, CA 95678
916-781-4299
Committee oversees the operation, maintenance and expenditures of the LEC 300 MW generating project.
Sauers – Project Participate
Appointee
Cindy Sauers, Electric Utility Director,
463-6286, [email protected]
Transmission Agency of Northern
California (TANC)
4th Wednesday of
month, 10 a.m. 35 Iron Point Circle Suite 225 Folsom, CA 35 Iron Point Cir #225
Folsom, CA 95630
916-852-1673; [email protected]
Provide electric transmission to its Member utilities through transmission line ownership or contract arrangements.
Crane
Sauers - Alternate
Cindi Sauers - Electric Utility Director;
463-6286 [email protected]
STANDING COMMITTEES MTG DATE/TIME LOCATION MAILING ADDRESS/CONTACT COMMITTEE FUNCTION ASSIGNED TO PRINCIPAL STAFF SUPPORT Diversity and Equity TBD Virtual Meeting Room
(link to be created)
Civic Center
300 Seminary Ave.
Ukiah, CA 95482
Improve diversity and equity in the City’s workforce and municipal services Orozco/Duenas Traci Boyl, City Manager's Office Management
Analyst; 467-5720; [email protected]
Fire Executive Committee
2nd Tue, every other
month beginning in
January; 5:00 p.m.
Ukiah Valley Conference Center,
200 S. School Street
Ukiah, CA
Civic Center
300 Seminary Ave.
Ukiah, CA 95482
[email protected]
Per the recently adopted agreement between the City of Ukiah and the Ukiah Valley Fire Protection District Orozco/Sher
Doug Hutchison, Fire Chief; 463-6263;
[email protected]
Countywide Oversight Board to the
RDA Successor Agencies
4th Thursday of January,
4:00 p.m.; meets annually
Ukiah Valley Conference Center,
200 S. School Street
Ukiah, CA
City of Ukiah
ATTN: City Clerk
300 Seminary Ave.
Ukiah, CA 95482
Oversee and direct the Successor Agencies of the former redevelopment agencies
Crane
Dan Buffalo, Director of Finance; 463-6220
[email protected]
Kristine Lawler, City Clerk; 463-6217,
[email protected]
Water Executive Committee
(Ukiah Valley Water Authority)
1st Tue of each month
at 6:00 p.m.
Ukiah Valley Conference Center,
200 S. School Street
Ukiah, CA
City of Ukiah
ATTN: Sean White
300 Seminary Ave.
Ukiah, CA 95482
Oversight of UVWA; set annual budget for the combined water system; Manage rates and collect levies; modify existing water rights for the provision of water service; mediation and dispute resolution; Crane/Orozco
Sean White, Director of Water Resources;
463-5712 [email protected]
Updated: 6/6/2024
COMMITTEE ASSIGNED TO PRINCIPAL STAFF SUPPORT
Electric Grid Operational Improvements Crane/Orozco Cindy Sauers, Electric Utility Director; 463-629586 [email protected]
Trench Cut Policy Development Crane Tim Eriksen, Public Works Director/City Engineer; 463- 6280 [email protected]
Advance Planning & Policy for Sphere of Influence
(SOI), Municipal Service Review (MSR), Annexation,
Tax Sharing, Detachment, and Out of Area Service
Agreements
Crane/Rodin
Craig Schlatter, Community Development Director
463-6219 [email protected]
UVSD/ City Relations
Ad hoc committee to address specific issues with the Ukiah Valley Sanitation District, including discussion of overall sewer system service delivery policies, operating policy revisions, potential revisions to the current Operating Agreement, and cost sharing
Crane/Orozco
Dan Buffalo, Director of Finance;
463-6220 [email protected]
Sean White, Water Resources Director
463-5712 [email protected]
Orr Street Bridge Corridor Rodin/Sher Tim Eriksen, Public Works Director/City Engineer; 463- 6280 [email protected]
Complete Streets Rodin/Crane
Tim Eriksen, Public Works Director/City Engineer; 463-
6280 [email protected]
Shannon Riley, Deputy City Manager
467-5793 [email protected]
Neil Davis, Community Services Director
467-5764 [email protected]
Special Districts (Water District Consolidation) Orozco/Crane Shannon Riley, Deputy City Manager 467-5793 [email protected]
Corp Yard Planning Crane/Orozco Jason Benson, Senior Civil Engineer 463-6284 [email protected]
Mendocino County Courthouse Project and Reuse Sher/Orozco Shannon Riley, Deputy City Manager 467-5793 [email protected]
Climate Action Plan
Will coordinate with the Community Development Director to identify and assign representation to each of the identified categories, and also coordinate with the Community
Development Director and the Climate Action Plan Working Group related to other outreach efforts during the development of the draft municipal Climate Action Plan related to the 2040 General Plan
Sher/Duenas
Craig Schlatter, Community Development Director
463-6219 [email protected]
City's 150-Year Anniversary Planning Orozco/Rodin Shannon Riley, Deputy City Manager 467-5793 [email protected]
Zoning Reform
(previously was the Community Development Fee Review
ad hoc)
function is to explore creation of a new ministerial zoning permit and identify additional zoning streamlining and reform efforts to provide better and more consistent development outcomes
Crane/Orozco
Craig Schlatter, Community Development Director
463-6219 [email protected]
Community Health Needs Assessment (CHNA)
Steering Committee
assist in the creation of the 2025 CHNA Report for the
communities served by the three Adventist Health hospitals in Mendocino County. providing insight, identifying, gathering and analyzing the health needs of our community. Additionally Rodin/Sher
Jeremy Malin, NP
Director of Community Health Analytics
Adventist Health Howard Memorial
Adventist Health Ukiah Valley
Adventist Health Mendocino Coast
978-289-3330; [email protected]
Parks & Recreation Special District Exploration Rodin/Orozco Neil Davis, Community Services Director 467-5764 [email protected]
Downtown Zoning code Crane/Rodin Craig Schlatter, Community Development Director 463-6219 [email protected]
Tourism Advisory Committee Rodin/Sher Shannon Riley, Deputy City Manager 467-5793 [email protected]
City Council Handbook Review and Update Sher Kristine Lawler, City Clerk 463-6217; [email protected]
2024 AD HOC COMMITTEES
Updated: 10/17/2024